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PARKI lO: PARCEL INFORMATION:
r�'ti4s: 1 —2 Interrnittant Project Site PIN#: 43—A-132A East Adjacent PIN#: 43—A-130 ll�mlu
r"'RAWIR IN'L,
:- s Pr,,,)vided: 2 O'x209 Owner: AT&T Owner: Mary Harley
�i! "9 1vid d' 1 109x20' w/ 5' Isle Use: Point of Presence Building Use: Residential
a
A erents are addressed. Zoning: RP Zoning: RP
SITE PLAN
Address: 2032 Martinsburg Pike(US 11 Address: 2060 Martinsbur Pike(US 11"�°g ) g �
Forth Adjacent PIN#: 43—A-130 South Adjacent PIN#: 43—A-132 •
Owner: Mary Harley Owner: John Hart® DETAILS
Use: Residential Use: Residential
Zoning: RP Zoning: RP
Address: 2060 Martinsburg Pike (US 1 1) Address: 2042 Martinsburg Pike (US 1 1)
i
NEW ENTRANCE SHALL CONFORM TO VDOT LOT LINES AS INDICATED BY PLAT BY
STD. PE-1 MODIFIED. RADII SHALL BE 10', FURSTENAU SURVEYING, WINCH., VA.
NO CULVERT SHALL BE INSTALLED, DATED: FEBRUARY 14, 1996.
NOTES THIS SHEET
GENERAL NOTES
WIDTH SHALL MATCH EXISTING GRAVEL
WIDTH. PAVEMENT SHALL BE 8" 21-B
AGGREGATE AND 2" SM-2A ASPHALT.
DRAINAGE TO MATCH EXISTING AS SHOWN.
/ — FCSA TO MAKE TAP &
NOTE: A PERMIT MUST BE SECURED INSTALL METER BOX
THE VIRGINIA DEPARTMENT OF GIs ASSEMBLY. REFER TO
FROM E DE / FCSA NOTES BELOW.
TRANSPORTATION BEFOR ANY WORK
IS PERFORMED ON STATE RIGHT -OF
-WA'r.CO
�J
I a / CURVE:
N j /o R = 11419, 20'
0 s� o
fl
A--:SQ ...._
' CH = 12.50' CONTRACTOR TO VERIFY LOCATION
^° CHB - N 47'00'03" E OF UGFO CABLE PRIOR TO CONSTR
EXISTING 8" WIDE GRAVEL DRIVE
EXISTING RESIDENCE AND WELL
EXISTING T_ APPROX. LOCATED IN THE FIELD
RESIDENCE �'� BY DOUG DAILEY, NOVEMBER 1995
WELL NOT
IN USE
NOTE: SPOT ELEVATIONS SHOWN ARE MAXIMUMS,
ELEVS. BELOW -99.96 MAY BE RAISED ACCORDING
TO EXISTING GRADES. FIELD VERIFY AND CONSULT
ARCHITECT IF CHANGES ARE ANTICIPATED.
x Zw v - _ _ _ _ _ S 60'54' 33" E 240.74'
2 p - - -_ --- - ----- -
.. ... T 4" DEEP—*
EEP AHAIrT . .. - ROOF LINE _.
............ ... .. .. .. .. ... p
a4 (0 t4io� �.. ..:.:..:.......:.:.:. .... 8„ DEEP 4" DEEP GRAVEL U - - - - - -- - - - - # r - -- - - -- - -, ,--10' B.R.L.
--
o VAC AT-Dr.-PROPER'T.Y� �..... �- - - - -
���n r ......... GRAVEL GRAVEL T-_%—
N:.
-iv.'...... ...
-- --- -- --- -- --- - -- - - - - - - -- -- -- - - -- — --- -- --- - - --- -- - - ---- - - -- CL
--..� .. . -.-� .. ...... �_ ...... .......... — - i PROP. ADDITION I EXIST. BLDG.
m . ....I ........................'.. HEIGHT = 16.0' ! HEIGHT = 16.0' I
a a 1' LINE BY yyM VN W F.F. ELEV. = 100.00 I I J
.A PHAt* .........................
rn FCSA N 60'54'33" W
° F 21.01 ".,.. .: •LANDING •
z APPROX. LOC. OF ELEC. 3/4 WATER SERVICE I z G ai GRD
98.26.....
gg;5; . ELEC. CONDUIT TO NEW CHAINLINK wd I
SERVICE. CONTRACTOR _� I ALARM FLOAT. SEEI FENCE. SEE INFO.
TO VERIFY PRIOR TO v (1) WHITE FLOWERING DOGWOOD 10 --- -F--- .10...... . ... 8 ..... ......8_ .... ( I /
CONSTRUCTION. Q0,
PER NOTES ON SHEET C-4. I ELEC. FOR CONT. I ON SHEET C-4. i rn
CURV . W E �ARCH. TO VERIFY PLACEMENT 6� - ---- o
/ R =� 11419.20' - %�' AND VARIETY PRIOR TO CONSTR. _ - _-- - ------ ~
T I
A 5.25' `� --- - --- - - - _ - ...�.... ................ .�. - - - -- -- -
CH = 5.25' o - - -- E - - - I E
C = N 46'58'34" E "�
`�° N .... ...I.....gL:... ...�..... cy E -E - MANGATE.� A �` SINGLE
Z (.T5'P �. .................. MAN GATE
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Q/
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N/F
JOLLIFFE'S
WINCHESTER SHEET NOTES:
GENERAL: Contractor shall be responsible for all notes contained
on this sheet and Sheet C-4, Notes and Details. Notes contained
on this sheet are in addition to those on Sheet C-4.
PAVEMENT NOTES
GRAVEL ONSITE: Onsite paving shall consist of eight (8) inch
base to a distance of 12 feet inside Right -of -Way, then a four
(4) inch base up to the parking area. Base shall be VDOT Std. #21-B
(based upon a CBR = 10 per VTM-8)Subbose fill, if required, shall
be compacted to 95% of VTM-1 (Standard Proctor).
WATER NOTES
STANDARDS: Construction of all water lines, structures, and
pavement replacement shall conform to the requirements of the
Virginia Department of Transportation (VDOT) "Road and Bridge
Standards and Specifications" and the Commonwealth of
Virginia/State Board of Health (VDH) "Water Works Regulations"
latest editions, as rain. standards, as well as those of the LGA.
SURFACE & COVER: In areas of water line construction, grades
shall be within six (6) inches of finished subgrade prior to the
commencement of this work. Minimum clear cover over all water
pipe shall be three (3) feet.
TAPS/CONNECTIONS: Make or arrange for all connections to
existing water mains and meter boxes (pay fees if required).
SEPARATION: The Contractor shall comply with the State Water
Works RegS. pertaining to separation of water and sanitary SEWER.
SERVICE. Water service pipe shall be Type K, hard drawn, copper
tubing size as indicated on the plans. All connections shall use
flared fittings. Fittings for service lines shall meet AWWA spec. C-800.
FINISH GRADE: The Contractor shall locate and uncover all valve
boxes after pavement/surface treatment of roads and adjust the
tops to final road grades, if necessary.
SEWER NOTES
STANDARDS: Construction of all sanitary sewer lines, structures,
and pavement replacement shall conform to the requirements of the
Virginia Department of Transportation (VDOT) "Road and Bridge
Standards and Specifications and the Commonwealth of
Virginia/State Board of Health (VDH) "Sewage Handling and
Disposal Regulations" latest editions, as minimum standards, as
well as those of the LGA. See details contained in the
Construction Permit furnished by the County for installation of the
tandem septic tanks for Pump and Haul. See also details this sheet.
SURFACE & COVER. In areas of sewer construction, grades shall be
three (3) feet over the crown of the pipe to be laid or within six (6)
inches of finished subgrade prior to the commencement of this work.
Minimum clear cover over proposed lines shall be three (3) feet.
SEPARATION: The Contractor shall comply with the State Water
Works Regs. pertaining to separation of water and sanitary sewer.
MATERIAL & BEDDING: Pipe and fittings shall be Polyvinyl Chloride (PVC)
SDR-35 and shall conform to ASTM D-3034. Bedding shall be per VDOT
Standard and Spec. (Class B min.). All trenches shall be compacted
according to VDOT Standards.
............ ...
-- --- --- - - - -- — - -- -- -- - - --- - - - _ -- - - -- - -- - - - S --- - -- - _ _ - - - --- -- -- --- - . _
u
10' B
...... .......... C.O. /
......
N 60'48'48" W 223.55' VACATED PROPERTY
LINE ZZ2.0' OFF (2) 1500 GAL. SEPTIC TANKS IN
PROP. LINE TANDEM FOR PUMP AND HAUL.
SEE CONSTRUCTION PERMIT FOR
DIMENSIONS, SPECIFICATIONS, AND
INSTALLATION PROCEDURES.
FREDERICK COUNTY SANITATION AUTHORITY (FCSA) NOTES
1. Water and Sewer lines are to be constructed in accordance with
these plans. The lines shall additionally meet all requirements of
the FCSA.
2. The Contractor shall coordinate with, and arrange for inspection
by the Authority.
3. Exact locctions of water and sewer services on new lines are to
be coordinated with the Authority"s inspector.
4. The Sanitation Authority shall install all water and sewer services
that connect to existing lines. The location of the tap and the
termination point of the lateral are to be coordinated with the
Authority's assistant engineer.
5. The Sanitation Authority shall tap all existing water lines. They
will furnish the materials for and make the tap. The Authority
will also perform all repairs, relocation, etc., on existing water
lines. The contractor must make application for and pay the
cost of this work.
6. The contractor shall tie-in a new line to an existing manhole by
core drilling the manhole.
7. A double check valve backflow prevention assembly is to be installed
on any line (fire or domestic) that goes into a building. The
assembly is to meet ASSE Std. No. 1015 or 1013. If the assembly
is mounted inside a building, a remote readout is required.
8. The Sanitation Authority maintenance department is responsible for
the installation of water meters. Before a permanent meter is set,
they require; 1)the frame and cover to be properly aligned with its
meter box and yoke bar; 2)the frame and cover to be set to the
final grade of the lot; 3)the distance between the top of the cover
and the yoke bar be between 18 and 21 inches; and 4)all components
of the meter box assembly to be in proper working order. It is the
contractor's responsibility to have the meter box assembly installed
correctly.
USE JOSAM #58490 SERIES CLEANOUT, CAST IRON W/ BRONZE TOP
AND RECESSED PLUG. MOUNT IN A SQUARE CONCRETE COLLAR PAD
FLUSH WITH GRADE. WITHIN CONCRETE WALK AREAS, ALLOW WALK TO
SERVE AS A COLLAR PAD. DO NOT STRIKE THE SHAPE OF THE COLLAR.
IF JOINT FALLS WITHIN 6" OF EDGE OF FERRULE, CORRD. W/ ARCH.
TOPSOIL (TYP) I6
TYP FINISH GRADE
SITE PLAN
ry
SCALE: t" =10'
NEW COMPACTED VDOT STANDARD
#25 OR #26 AGGREGATE
SIZE & MATERIAL AS INDICATED
ON THE PLANS (4"MINIMUM)
CLEANOUT DETAIL (GRASS.)
NO SCALE
1-1 /2"
7' - 0"
Ifi I�CC-
L JL
n�niT
EXISTING
RESIDENCE
EXISTING RESIDENCE AND WELL
APPROXIMATE LOCATIONS ONLY.
ELEVATION "-1 Dla STL RODS
2'-6" LONG BOTH ENDS
6" I 1-1 /2"
-1 -1 /2"
I
2 - #4 (MIN) ------ 4-1/2„
END VIEW—1-3/4"
PRECAST WHEEL STOP
NO SCALE
CV
0
r-
z
WHITE LETTERS,
SYMBOLS AND
ZX BORDER
--- INTERNATIONAL SYMBOL
OF ACCESSIBILITY
7BLUE BACKGROUND
x
Q
4.
"'0 GALVANIZED
r� STEEL PIPE
I I i /- GRADE
HZC PARKING SIGN
NO SCALE
6" BLOCK
3"
ACCESS HATCH
i�
I
— — J
w/F
JOL L / FFE'S
3"--1 2'-0"
4" PVC SCH 40
90' ELBOW
�- ACCESS HATCH
BAR 1 /4"x3/4"
HASP
LOCK 1 /4" DIAMOND
GRATE
L2x2x1 /4
HINGE
'-*�TO PROPOSED BLDG �--� - 2" PVC SCH 40
3/4" PVC REQ'D FOR
2'-2" SO OPENING CONDUIT ELECTRIC CONDUIT 1" 2'-0" 1"
TO BLDG
6" BLOCK 1' -4" HATCH DETAIL
--j- 6" -OVER
— PRECAST
4" PVC SCH 40 CONCRETE
TANK
SANITARY TEE - 2" PVC SCH 40
NOTES:
JUNCTION BOX FOR ALARM TO BE
MOUNTED INSIDE BUILDING.
AUDIOVISUAL ALARM TO BE MOUNTED
4" PVC IN OFFICE OF PROPOSED BLDG.
SCH 40 [STONE
6" COMPACTED
10'-0" TO -ALARM FLOAT SET
PROPOSED V-O" END CONDUIT TO TO TRIGGER ALARM
BLDG BOTTOM OF FLOAT AT 1 /2 TANK CAPACITY
1500 GAL SEPTIC TANKS IN TANDEM
NO SCALE
1 BUILDING RESTRICTION LINES (R.RA.!
FRONT - 35'
SIDES - 10,
REAR - 25'
ZONED - RESIDENTIAL PERFORMANCE (RP)
2 OWNER/DEVELOPER
AT&T
3033 CHAINBRIDGE ROAD
ROOM 8165
OAKTON, VIRGINIA 22185
CONTACT: GR1- CARTER
PHONE. (I 69i-6821
3 � OLD ACREAGE = 0.1242 AC
NEW ACREAGE = 0.2'309 AC
4 NO OUTDOOR STORAGE OR DUMPSTERS
ARE PROPOSED FOR THIS SITE.
NO SIGNS ARE PROPOSED FOR THIS SITE.
A REVISION 1: MARCH 25, 1996
REVISION STATEMENT_
THIS SHEET WAS REVISED DUE TO COMMENTS REC'D
FROM LOCAL GOVERNING AUTHORITIES AFTER DWGS
HAD BEEN DISTRIBUTED FOR BIDDING. ALL DWGS
CONCERNING THIS SITE DATED PRIOR TO 4-1-96
SHALL BE DISREGARDED.
I DRAWN M.A.R. I CHECKED
E N G I N E E R S, P. C.
325 Mountain Avenue; Roanoke, Virginia 24016, 540- W 8020, FAX W-345-6833
Member of ACr C /
/' AMERICAN CONSULTING
Providing Excellence /` ENGINEERS COUNCIL
In Engineering �`
AT&T
POINT OF PRESENCE
BUILDING ADDITIONS
DAHLGREN, WINCHESTER, BLACKSBURG
NEW 20OW SURF,
EXIST.
20OW SURF.
IIIIIII
MTD. ABV. DOOR
--MTD. ABV. DOOR
I.V. HARRIS AND ASSOCIATES, INC.
ARCHITECT'S AND PLANNERS
NOTE:
AT&T PROJECT NO: PN 32392
Gill 0 VIRGINIA BEACH RICHMOND C1
NEW 20OW SURF.
1. INSTALL PER ELECTRICAL
MTD. 12' ABV. GRID.
DRAWINGS. LAYOUT PROV'D
WINCHESTER P•O•P
NEW 20OW SURF.
FOR REVEIW ONLY.
,,,1111110`
L?H
�tiA O�
MTD. 12' ABV. GRID.
Gr
SITE PLAN
O �
GEFFREY A. STRAUGHN +^x
NEW 20OW SURF.
O 190 9
953500/953600/953700
SHEET
LIGHTING
MTD. 9' ABV. GRID.
LAYOUT
AT&T
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FILE 95094
s
NO SCALE
TONAL F
DATE 2-8-96
of FOUR
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a V
SPECTRUM ENGINEERS, PC assumes no responsibility for information
on or adequacy of the plans until they have been approved by
required public authorities.
• Commencement of any work on the project is at the sole risk of
the Owner.
SPECTRUM ENGINEERS, PC assumes no responsibility for the
completion or quality of performance of the Contracts of the
General Contractor, Sub -contractors or other third parties.
GENERAL NOTES
STANDARDS: All materials and methods shall comply with the
applicable standards of the American Society of Testing and
Materials (ASTM), American National Standards Institute (ANSI),
Virginia Department of Transportation (VDOT) (excluding
measurement & payment), Virginia Erosion and Sediment Control
Handbook (ESC Handbook), Commonwealth of Virginia Department of
Health (VDH) and/or the Local Governing Authority (LGA), latest
editions. Recommendations of applicable materials manufacturers
shall also be followed as part of this Contract.
.
SOILS INVESTIGATION/TESTING:
General: Prior to beginning grading operations the Owner
shall employ a qualified Soils Testing Laboratory which staffs a
`
Professional Soils or Geotechnical Engineer registered in
Virginia (hereinafter GE). The GE shall make a site inspection,
review, governing requirements for this Work and the test results
,
i f
and make recommendations on applicable port iris o the Work
(traffic bearing areas and building foundation, etc.). The GE
shall submit two (2) certified copies of their test results and
recommendations to the Architect and copy the Owner with one (1).
The recommendations of the GE shall be followed as part of this
Contract. The GE shall provide an "As -Built" certification of
rough grade and pavement base suitability (some distribution).
Specific:
For General Earthwork, the GE shall determine the
maximum density in accordance with VTM-1 (Standard Proctor) of
material proposed for use beneath buildings and pavement, whether
cut or fill. The GE shall inspect potential existing problems
when unearthed by the Excavating Contractor, perform tests as
necessary and make recommendations regarding any special
condition and/or treatments to be implemented. The GE shall also
perform inspections, supervision and testing of all filling
operations.
For Pavement, the GE shall determine the maximum
density in accordance with VTM-1 (Standard Proctor) and the VTM-8
(California Bearing Ratio (CBR)) of material proposed for use
beneath pavement, whether cut or fill. Final pavement design
shall be based on a sufficient number of certified CBR tests to
determine the support value of the subgrade, The GE shall
certify the location and results of the CBR tests and submit a
pavement redesign using the Voswoni method whenever the actual
CBR value is less than ten (10). When the CBR value is greater
than ten (10), the GE shall redesign the pavement using the
Vaswani method to minimize cost of construction.
AMERICANS WITH DISABILITIES ACT (ADA): Consult the LGA for
locally recognized standards of conformance to the ADA. Verify
and provide or conform with all applicablle pavement marking,
detectable warnings, signage and slope requirements of the ADA.
PLANS, PERMITS INSPECTION, VERIFICATION: The Contractor shall
be responsible for obtaining any and all necessary permits,
including fees. No work shall begin on this project without
written approval of Construction Documents from the LGA. A copy
of the Construction Documents (complete, as approved by the LGA
and signed by the proper officials) and all permits shall be
available at the construction site at all times while work is in
;.
progress. All work shall be subject to inspection by the LGA and
VDOT Inspectors (where applicable). Contractor shall verify and
be responsible for all dimensions on site.
LOCATION OF UTILITIES: The Contractor shall verify the location
and elevation of all existing utilities prior to the commencement
of any construction. The Engineer shall be contacted
immediately:
�-
- if any location or elevation is different from that
shown on the plans,.
- if there appears to be any conflict, or
I'
- upon discovery of any utility not shown on the plans.
is
TO MISS UTILITIES CALL "MISS UTILITY" OF VIRGINIA (TOLL
FREE) 1-800-552-7001 48 HOURS BEFORE YOU DIG.
The Contractor shall minimize disturbance to existing
utilities during construction and shall be responsible for
damage caused to any utility as a result of this work.
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UTILITY COMPANIES: The Owner and/or Contractor shall supply all
0
utility companies with copies of approved plans, advising them
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that oil grading and installation shall conform to approved
f' UJ
plans.
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FIELD CORRECTIONS/CONSTRUCTION CHANGES: Any change or variation
from construction design as shown on the officially approved
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plans shall be approved by the LGA prior to said changes or
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variations in construction being made.
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DEBRIS: Construction debris shall be containerized in accordance
I-
with the Virginia Litter Control Act. No less than one litter
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receptacle shall be provided on site. All damaged material or
a
surplus excavated material not suitable for use as fill, backfill
or topsoil shall become the property of the Contractor to dispose
of offsite as he wishes, without injury to the Owner or any
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individual.
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LIGHTING: Care shall be taken in illuminating off-street parking
X
areas to minimize light intensity on adjoining streets or
residential uses (meet local ordinance otherwise limit to 1.0
foot candle or less). Security lighting (at other than business
i .
operating hours) should also be limited to 1.0 foot candle
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measured at the base of the lighting structure,
I 1")
SIGNS: Proposed signage shall meet all applicable state and
local ordinances including conformance in design and placement
with the Virginia Supplement to the Manual on Uniform Traffic
Control Devices, latest edition. Any existing signs shall be
moved if necessary to meet the some criteria.
0
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CLEANUP & RESTORATION: Keep the construction site neat, clean
and orderly at all times. Cleanup shall be vigorous and
continuous to minimize hazards or obstructions.
o
Un
Lam-- '-- -
-
Materials at the site shall be stored in a neat and orderly
manner. All damaged material shall be removed from the site
immediately and disposed of in a proper manner. After trenching,
remove all excavated materials unsuitable for, or in excess of,
backfill requirements.
Immediately following each portion of the Work as it
progresses, by cleanup and restoration, make every reasonable
effort to encourage return of the entire surface and all
improvements to a pleasant appearance and useful condition
appropriate and complementary to the surroundings, and equal or
superior to that before construction began.
FINAL ACCEPTANCE/LGA: The Developer or Contractor shall furnish
the appropriate department of the LGA with a final correct set of
"os-built" plans prior to their final acceptance. This applies
only to street improvements and utilities that are intended to be
maintained by the LGA (i.e. turn lanes, water, sanitary sewer
and/or storm drains).
GRADING & TRENCHING NOTES
CLEAR, GRUB & STRIP: All vegetation and overburden including
topsoil, organic material and any unsatisfactory soil materials,
shall be removed to the extent of grading indicated on the
grading plan.
EXISTING FILL: Any existing fill material present on the site
shall be removed and replaced with fill as herein specified, or
tested in place by the Geotechnical Engineer (GE) and his
recommendations followed.
NEW FILL: Fill material shall be satisfactory soil materials as
determined by the GE and be free of rock or grovel larger than
two (2) inches in any dimension, debris, waste, frozen materials,
organics and other deleterious matter.
BACKFILL.- Material, compaction and methods per VDOT requirements.
EXISTING SUBGRADE PREPARATION: Scarify existing subgrade and
compact to specifications for new fill below. Bench beneath
areas of slopes of 3:1 or greater.
COMPACTION: Fill material shall be placed in lifts not exceeding
eight (8) inches and compacted to ninety-five (95) percent of its
maximum density as determined in accordance with VTM-1 (Standard
Proctor). Separate Proctors shall be run for each soil type
being used. It shall be the Contractor's responsibility to
inform the GE of sources of fill material other than that
obtained on -site.
TESTING: Each compacted lift shall be inspected and tested by the
GE by conducting a minimum of three (3) field density tests per
lift. Additional tests per lift shall be required if deemed
appropriate by the GE.
GRADING LIMITS: Transition along the grading limits shall be
smooth and uniform and prevent surface water ponding.
Transitions at top and toe of slopes shall be graded smooth with
uniformly rounded surfaces.
BARRICADES/DITCHES: The Contractor shall maintain the integrity
of all excavated ditches and shall furnish and ensure that all
barricades proper and recessary for the safety of the public are
in place.
EROSION CONTROL NOTES
STANDARDS: Unless otherwise indicated, all vegetative and
structural erosion and sediment control practices shall be
constructed and maintained in accordance with the minimum
standards and specifications outlined by the Virginia Uniform
Coding System in the Virginia Erosion and Sediment Control (ESC)
Handbook, latest edition. References to VDOT refer to the
Virginia Department of Transportation "Road and Bridge Standards
and Specifications," latest edition.-
APPROVAL/PERMIT:
The rosi n Sediment Control Plan must be
Erosion
approved and land disturbing permit obtained prior to any work on
the site. Plan approval in no way relieves the Developer or
Contractor of the responsibilities contained in state and local
erosion and sediment control ordinances/standards.
RIGHT OF ENTRY: Owner/Developer grants right of entry to LGA
personnel for the purpose of monitoring compliance with the Code
of Virginia, Erosion and Sediment Control Law (Title 21, Chapter
1, Article 6.1).
DETAILS: All details, unless otherwise referenced, are from the
ESC Handbook, which shall supplant these Plans, should a
discrepancy exist.
LGA MAY REQUIRE MORE ESC: Upon inspection of the erosion control
devices the LGA Inspector may require that further steps be taken
to control silt.
TIMING: All siltation controls, applicable to the current phase
of work, shall be in place prior to clearing, stripping of
topsoil or grading and shall remain in place until all disturbed
areas have adequate ground cover.
MAINTENANCE & ADJUSTMENT OF ESC MEASURES: Erosion and sediment
control measures shall be inspected after each rainfall and daily
during periods of prolonged rainfall, The Contractor shall be
responsible for maintaining and adjusting or relocating ESC
measures or providing any other device or measure needed or
required by existing conditions to prevent erosion, mud, or other
debris from flowing in or upon the public right-of-way, waterways
or abutting properties.
PUBLIC STREETS: The Contractor shall provide adequate means of
cleaning mud from trucks and/or other equipment prior to entering
public streets (on, adequate construction entrance). It is the
Contractor's responsibility to insure that adjacent streets are
in a clean, mud 'and dust free condition at all times. Size and
composition of the construction entrance shall be determined by
the LGA Inspector.
SEEDING: All cut and fill slopes shall be seeded and mulched as
soon as possible after grading. All areas to be landscaped shall
be seeded or receive finished surface treatment within seven (7)
days of finished grading.
DRAINAGE DIVIDES & FLOOD: Construction shall honor/maintain
proposed drainage divides as indicated on the plans by contours
or symbol. Restrictions pertaining to construction within the
100 year floodway and/or flood plain (if such boundaries exist on
the site) shall be honored.
REMOVAL: Erosion control devices shall remain in place until all
disturbed areas have adequate ground cover as determined by the
LGA.
PAVEMENT NOTES
STANDARDS: All construction methods and materials shall be in
accordance with the VDOT "Road & Bridge Standards &
Specifications," Latest edition and the latest requirements of
the City of Roanoke.
CHANGES WITHIN RIGHT-OF-WAY: Local government approval of plans
for improvement within public rights -of -way preclude the right to
add additional facilities without repeating the review process.
OVERBURDEN: All vegetation, overburden and unsatisfactory
material shall be removed to the full width of the public right-
of-way, or to the construction limits indicated on the plans
prior to the construction/preparation of the subgrade.
UTILITIES: All utilities shall be in place prior to laying the
base material.
PAVEMENT ONSITE: Onsite paving shall consist of a six (6) inch
base course of #21-B (based upon a CBR = 10 (VTM-8)), prime coat
and two (2) inches of SM-2A or, at the Owner's option, an eight
(8) inch base course of #21-B (based upon a CBR = 10 (VTM-8)) and
Type "D" blotted seal coat. Subbase fill shall be compacted to
100% of VTM-1 (Standard Proctor).
PAVEMENT WITHIN RIGHT-OF-WAY: Paving within the right-of-way
shall conform to local standards for utility patch work.
SIGNAGE: Standard street and traffic control signs shall be
erected as required by the LGA.
STRIPING: Parking lot striping shall be four (4) inch painted
lines. Marking paint shall be Chlorinated rubber -alkyd type,
AASHTO M248, Type III. and applied in accordance with the
manufacturer's instructions. Provide products by Sherwin-
Williams, Benjamin Moore, or Devoe. Handicap Space Marking shall
conform to Americans With Disabilities Act (ADA) requirements.
Color shall be white, unless required otherwise by ordinance.
DRAINAGE NOTES
NATURAL DRAINAGE: The Contractor shall make provisions at all
times to allow natural drainage to flow through the work area
with minimum damage to the new construction and NO damage to
adjacent property or the existing downstream storm drainage
system, whether natural or man-made.
FLOOD: The subject properties are not within the limits of the
FE.MA 100 Year Flood boundary.
LANDSCAPING NOTES
LANDSCAPED SCREEN: Proposed landscaped screen shall be as
indicated on the plans. Location and variety of all new trees
shall be verified in the field by the Architect.
TOPSOILING, SEEDING, PLANTING NOTES
MATERIALS:
Topsoil shall be fertile, agricultural soil, typical for
locality, capable of sustaining vigorous plant growth, taken from
a drained site; free of subsoil, clay or impurities, plants,
weeds and roots; minimum pH value of 5.5 and maximum of 7.0.
Seed shall be Blue Tag Certified, of the latest season's crop,
labeled in conformance with U.S. Department of Agriculture rules
and regulations under the Federal Seed Act and applicable State
seed laws, with varieties strictly conformingto ihose listed on
the Virginia Turfgross Variety Recommendations, latest edition,
published by Virginia Polytechnic institute and State University.
Lime: Natural dolomitic limestone containing not less than 85%
of total carbonates with a maximum of 30% magnesium carbonates,
ground so that not less than 90% passes a 100-mesh sieve.
Commercial Fertilizer: Complete fertilizer of neutral character,
with some elements derived from organic sources and containing
the following percentages of available plant nutrients.
- For lawns, provide fertilizer with the percentage of
nitrogen required to provide not less than one (1) pound of
actual nitrogen per 100 square feet of lawn area and not
less than 4% phosphoric acid and 2% potassium. Provide
nitrogen in a form that will be available to lawn during
initial period of growth: at least 50% of nitrogen shall be
organic form.
SUBGRADE PREPARATION: Establish limits. Remove subsoil
contaminated with petroleum products. Scarify subgrade to depth
of 3 inches (75 mm) where topsoil is scheduled. Remove stones
over 1-1/2" (40mm) in any dimension and sticks, roots, rubbish
and other extraneous matter which may hinder preparation, growth
and maintenance operations. Limit preparation to areas which
will be planted promptly after preparation. Re -scarify in areas
where equipment used for hauling and spreading topsoil has
compacted subsoil.
PLACING TOPSOIL: Spread topsoil to the depth required to meet
lines, grades and elevations shown (4" min.), after Fight rolling
and natural settlement. Manually spread topsoil close to trees,
plants, site improvements, and buildings to prevent damage.
Unless otherwise noted or indicated, compacted surface of placed
topsoil shall be 1 /2" below top of header boards, walks,
pavements, and utility structures. Where upslope and against
curb, flush with top of curb to allow positive drainage.
Topsoil shall not be spread if the topsoil is either wet or
frozen. Add specified soil amendments and mix thoroughly into
upper 4" of topsoil.
Soil Amendments shall be applied at the following rates:
Lime: Apply three (3) tons/acre (140 Ibs/1000 sf)
pulverized agricultural lime.
Commercial Fertilizer: For lawns, fertilize to provide not
less than one (1) pound of actual nitrogen per 100 square
feet of lawn area.
Excess topsoil shall be removed from the site or stored onsite as
CORNER POST
®' 10' O.C. MAX (TYP)
TERMINAL POSTS SHALL BE
PLACED @ 500 LF MAX.
PLACE FENCE FABRIC ON
OUTSIDE OF FENCE (TYP)
3/16"0/4" STRETCHER
BAR (TYPICAL)
FENCE MID -
BRACE (TYPICAL)
WIRE MESH
o
FABRIC
(T)
o
LINE
TRUSS
POST (TYP)
RODS (TYP)
WIDE BY 6"
No.9 TIE ORES'EFABRIC
® 24" O.C. (TYP)"
SHALL EXTEND
(4) TIMES O.D.
OF.'
12 MIN
DEEP CONC.
INTO CONC.
PERIMETER PAD (TYP)
POST, 12" MIN.
30" MIN
PERIMETER PAD (TYP)
34" MIN.
T"Y"PICAL TERMINAL
END
T°�PICAL
IN�LONE
TERC INAL
3/16"x3/4" STRETCHER
♦ {♦ ♦ ..
MID -
BAR • ,�„
i
BRACE
•.,. • .}
.:; ;
s ..:
P
-.
LINE•:
.O }•
TRUSS-
1 •. .,..
(( No.9 TIE ORES• .•. •o • • ov o
i� _f�
.Ll.
(4) 11MES O.D. OF 30" MIN.
POST, 12" MIN. 34" MIN.
T`TJPiCAL CORNER
directed by the Owner. Leave stockpile area and site clean and
raked, matching existing grade before stockpile or proposed
grade, as applicable, and ready to receive landscaping. Grade
site surface to prevent free-standing surface water.
SOIL PREPARATION: Fine grade lawn areas to smooth, even surface
-with loose, uniformly fine texture. Roll, rake and drag lawn
areas. Remove ridges and fill depressions as required to meet
finish grades. Limit fine grading to areas which can be planted
immediately after grading.
Moisten prepared lawn areas before planting if soil is dry. Water
thoroughly and allow surface moisture to dry before planting
lawns. Do not create a muddy soil condition.
Restore lawn areas . to specified condition if eroded or otherwise
disturbed after fine grading and prior planting.
SEEDING: Seed shall be the following mixture and application
rate:
Temporary Seeding for Erosion and Sediment Control: Based
on seeding date, use species
es indicated.
Date Common Name Rate
May - Aug. German Foxtail Millett 25#/ac
Sept.- Oct. Annual Rye Grass 30#/ac
Nov. - Feb. Winter Rye 25#/ac
Mar. - Apr. Annual Rye Grass 30#/oc
Lawns (Permanent Seeding):
Percentage Common Name Rate
90% Turf -Type Tall Fescue 215#/oc
10% Kentucky Bluegrass
(i.e.; Rebel, Rebel 2, Bonanza, Falcon,
Mustang, or equivalent)
(If seeding out of season and temporary
seeding hasn't been done previously, add
appropriate temporary seed to above)
Do not use wet seed or seed which is moldy or otherwise damaged
in transit or storage. Do not seed within 48 hours of
fertilizing. Do not seed when wind velocity exceeds 5 mph.
Apply seed uniformly on seed bed by sowing equal quantity in two
directions at right angles to each other with a cyclone seeder,
or drill cultipacker seeder on a firm, moist seed bed. Sow not
less than the quantity of seed specified or scheduled.
Maximum seeding depth should be 1 /4 inch on clayey soils and 1 /2
inch on sandy soils. Rake seed lightly into top 1/4" of soil,
roll lightly, and water with a fine spray.
MULCHING: Seeding shall be followed with the application of
organic mulch conforming in material and application to Std &
Spec 3.35 of the ESC Handbook.
HYDROSEEDING: (permitted in lieu of standard seeding) Apply seed
uniformly on a firm, moist seed bed.
Mix specified seed, fertilizer and pulverized mulch in water,
using equipment specifically designed for hydroseed application.
Continue mixing until uniformly blended into homogenous slurry
suitable for hydraulic application.
Apply slurry uniformly to all areas to be seeded. Rate of
application as required to obtain specified seed sowing rate.
RECONDITIONING EXISTING LAWNS: Recondition existing lawn areas
damaged by Contractor's operations including storage of materials
and equipment and movement of vehicles. Also recondition
existing lawn areas where minor regrading is required.
TERMINAL POSTS (TYP)
TERMINAL POSTS FOR
ALL VERTICAL BENDS
LATCH SHALL BE CAPABLE
OF RECEIVING PADLOCKS.
PADLOCKS ARE NOT A PART
OF THIS CONTACT.
ITNOTE:
TYPICAL
HOR_ BEND TERMINAL POSTS SHALL
BE BRACED AND TRUSSED BOTH WAYS.
VERT. BEND TErRUNAL
i
i
TERMINAL POST—
W/ CAP (TYP)
LATCH SHALL BE CAPABLE
OF RECEIVING PADLOCKS.
LOCKS ARE N.I.C.
LOCKING
FABRIC SHALL EXTEND ' r'
12 DE WI BY 6"
.h
3" INTO CONC.
u
PERIMETER PAD (TYP) L
DEEP CONC.
12" MIN' (4) TIMES O.D. OF PERIMETER PAD (TYP) 2" CLEAR MAX. CENTER STOP
POST, 12" MIN,
TYPICAL MAN GATE DCUL LE MAN GATE.
48 WIDTH, 8 -0 CLEAR 6' WIDTH, 8'-0" CLEAR
10' SAFETY' FEN CE DE T AILS
NO SCALE
ESTABLISHMENT: The Contractor shall water, fertilize, mow and Fittings: Sleeves, bands, clips, rail ends, tension bars,
otherwise maintain all seeded areas beginning at installation and fasteners and fittings; steel.
going through the third cutting of on established lawn. An Gate Hardware: Fork latch with gravity drop and center gate
established stand shall be uniform in coverage and of the stop and drop rod; two 180 degree gate hinges per leaf
specified mixture as determined above. The Contractor shall and hardware for padlock. Locks Not -In -Contract.
restore/replace any portion of the seeding and/or mulch work that
is found defective or which becomes damaged prior to final OTHER MATERIALS: Provide other materials, not specifically
acceptance. described but, required for a complete and proper installation,
as selected by the Contractor but subject to the approval of the
TREES & SHRUBS: All trees shall conform to standardizes) plant names, Architect.
as listed on the Plans, and shall be well formed, have a well
developed root system and be free from defects. Trees shall have FINISHES:
single trunks unless noted otherwise. Mulch ring shall be Components and Fabric: Galvanized to ASTM A123; 1.8 oz/sq
shredded hardwood bark. Tree wrapping paper shall be Kraft paper ft (550 g/sq m) coating.
tree wrap or equivalent. Topsoil mixture shall be 50% topsoil Accessories: Some finish as framing.
and 50% Peat Moss. The Contractor shall guarantee all nursery
stock for one full year. The guarantee does not cover neglect by INSTALLATION: Line post spacing shall be intervals not exceeding
the Owner, vandalism or natural occurrences beyond the control of 10 feet (3 m). Place fabric on outside of posts and rails, to a
the Contractor, fence height of ten (10) feet. Brace each gate and corner post
FENCE NOTES to adjacent line post with diagonal truss rods. Do not stretch
fabric until concrete foundation has cured 28 days. Fasten
fabric to top rail, line posts, and braces, with tie wire at
FENCE WORK: Includes fence framework, fabric and accessorie
s, maximum 15 inches (380 mm) on centers. Attach fabric
to end,
excavation for post bases; concrete foundation for posts and corner, and gate posts with tension bars and tension bar clips.
perimeter slab, and center drop for gates, manual gates' and Provide concrete center drop to footing depth and drop rod
related hardware. retainers at center of double gate openings.
STANDARDS: Chain Link Fence Manufacturer's Institute (CLFMI) - DETAILS: Conform to details this sheet.
Product Manual, latest edition.
MATERIALS AND COMPONENTS: Conform to CLFMI Product Manual.
Fabric Size: CLFMI Standard Industrial.
Line Posts: Type I round. DRAWN MAR CHECKED
Terminal, Corner, Rail, Brace, and Gate Posts: Type 11
round.
COMPONENTS:
Line Posts: 2.38 inch ( 60 mm) O.D,. ANEW
Terminal, Corner and Pull Posts: 2.88 inch (73 mm) O.D..
E N G I N E E R S, P. C.
Gate Posts: 3.5 inch (89 mm) O.D..
Top and Mid -Brace Rail: 1.66 inch (42 mm) O.D., plain end,
325 Mountain Avenue, Roanoke, Virginia 24016, 540-345-8020, 'FAX 540-345-6633
sleeve coupled, with couplings on top brace
Member of ACEC
01
approximately 6 inches long for each joint. Every
/ AMERICAN CONSULTING
fifth top brace coupling shall have an expansion
spring.
Providing Excellence ENGINEERS COUNCIL
in Engineering
Gate Frame: 1.66 inch (42 mm) diameter for welded fittings
and truss rod fabrication.
Fabric: 2 inch (51 mm) diamond mesh interwoven wire, 9 gage
(4 mm) thick, top selvage twisted tight knuckle end
closed, bottom selvage embedded three (3) inches into
perimeter concrete slab.
Tension Wire: 6 thick
,NIL 1111CM0
POOF PRESEm,
gage (5 mm) steel, single strand.
ACCESSORIES:
BUILDING� ' 10111111haL as
Caps: Malleable iron galvanized; designed to exclude water
from the post interior, sized to post diameter, with
DAHLGREN, WINCHES'TER, BLACKSBURG
set screw retainer. Line post tops shall be provided
with a hole suitable for the through passage of the top rail.
AT&T PROJECT
NO: PN 32392
i
I.V. HARRIS AND ASSOCIATES, INC.
AT&T PROJECT
NO: PN 32393
1
IIA
ARCHITECTSN P ERS
L4 D PLANNERS
AT&T PROJECT
NO: PN 32394
fill
D VIRGINIA BEACH RICHMOND
® f�
���
NOTES AND SPEC000AMONS
GEOFFREY A. STRAUGHN
,'
Q NO 1 190 >
-
953500/953600/953700
SHEET
AT&Tss`
rONAI.
FILE 95093/95094/95095
4
DATE 2-8--96
OF FOUR
f
NOTES THIS SHEET
v�
I t
EXISTING 8" WIDE GRAVEL DRIVE
O
2 _ S61 45'E 240.7'
�Q ROOF LINE
GRAVEL DEEP
L __ GRAVEL --- - - GR DEEP
L
w I
N
I '
N 61 45 W 147.6' .
cl� o
ADDITP. ION ON EXIST BLDG. I -1
415 S t= • GRASS AREA/
Lu � 2S
o,
Z, PRECAST CONCRETE
WHEEL STOPS
N/F N61 45'W 94.0'�
DOLL/FFE'S
N/F
ti
SITE PLAN
�. SCALE: 1" =10'
pkDGRESS
� q
TRUE,1�'
ta
o-r FOR CONS XMT
D
POP BLDG.
I.V. HARRIS AND ASSOCIATES, INC.
ARCHITECTS AND PLANNERS
ORGINIA BEACH RICHMONO Cl
SITE PLAN
SHEET
FILE 95350OR
DATE 1 OF
/
NEW ENTRANCE SHALL CONFORM KJ VDOT '
LOT LINES AS INDICATED BY PLAT BY EXISTING RESIDENCE AND WELLSD]' PE-1 MODIFIED. RADII SHALL BE lO,' RjR8TENAU SURVEYING, WINCH., VA. E APPR�X LOCATED IN THF FIELD
N[) CULVERT SHALL BE INSTALLED^.�....o �
` / DATED: FEBRUARY 14, 1996. R��'��`"` BY DDUG DA|LEY' NDVEWBER 1995
WIDTH SHALL, MATCH EXISTING QRAVEL
WIDTH, PAVEMENT SHALL BE 8' 21-B
AGGREGATE AND 2" Sk4-2)A ASPHALT.
DRAINAGE TO WATCH EXISTING AS SHOWN. FCSA TO MAKE TAP &
WELL NOT
INSTALL METER BOX
N0TE|N U�E
� A P�Hk�|T MUST B� ���U��� � ASSEMBLY. REFER TO
FROM THE V|RG|N|A DEPARTMENT OF FCSA NOTES BELOW.
TRANSPORTATION BEFOR ANY WORK
IS PERFORMED ON STATE RIGHT -OF
{] �
�
--WAY.
NOTE! SPOT ELEVATIONS SHOWN ARE MAXIMUMS.
-~ ^»
'
[[EVS'BELOW �Q 9O MAY BE RAISED ACCORDING EXISTING 8" WIDE GRAVEL DRIVE
__ TO EXISTING GRADES. FIELD VERIFY AND CONSULT
R = 11419'20
ARCHITECT IF CHANCES ARE ANTICIPATED.
c) /\~��~f�r�� '
~^
(�� ' ~--~~^
CH = 12�5D' CONTRACTOR TO VERIFY LOCATION
le 0CHB = N 47`DO'O3" E OF UGFO CABLE PRIOR TO CONSTR. S 60*54'33" E 74O.74'A000nV In/' rIC' C7 U t- Z�14" WATFP -�FPVI(-F ........ ... ......
-------------
gr
up
cri DEEP 4!' DEEP GRAVEL -VACATED- -F'R0PE-RTY-
0 ... .......
'z-, X _80 10, 8 R1, Oft
AZ - I F
- - ----- lie PROP. ADDITION EXIST. BLDG.
/
-TO (1) WHITE FLOWERING DOGWOOD ALARM FLOAT. SEE' FENCE. SEE IN
TO VERIFY PRIOR
ELEC. FOR CONT. ON SHEET C-4 .
CONSTRUCTION. PER NOTES ON SHEET C-4.
J Z1 I R V�: ARCH. TO VERIFY PLACEMENT
~_/ P ^Y/ AND VARIETY PRIOR TO CONSTR.
A-- -- -----__�
/ -_ �
CH
4D �n / »7
/ (IV
/ N 60'48'48" VV 223�55' VACATED PROPERTY---/
A/ /C- LINE ~/ n n`/ «cc `"�--- /2\ 1500 GA[ SEPTIC TANKS IN
/
/
'
/�
«//-^-'/ / �- `�/ / ^�
�/
UH<�],�U�C�TF-F� ��U��T |�/�T��~.
WINCHESTER [.�� SHEET NOTES:
�.��.
GENERAL. Contractor shall be responsible for all notes contained
on this sheet and Sheet C-4. Notes and Details. Notes contained
on this sheet are in addition to those on Sheet C-4.
PAVEMENT
� � \ /[_& � [-�] 7- NOTES
�- /-\ V[-|V|[-!`� |
G,R/\V[L (}NSITE- Onsite p0vh1g shall consist of eight (8) inch
hose to o distance Of 17 feet inside Right -of -Way, then o four
4\ inch base up to the parking area. Base ohoU be VDOT Std. #21-B
(based upon o CBR = 10 per VTM-8\Subbose fU|' if required, ShoU
be compacted to 95% of VTM-1 (Standard Proctor).
WATER
KJ��7-[-��
V�/�\ i �.�� NOTES
[.��
STANDARDS: Construction of all water |inea, structures, and
pavement replacement shall conform to the requirements of the
Virginia Department of Transportation (VDOT) '^Rnod and Bridge
Standards and SpeoificotionS" and the Commonwealth of
Virginia/State Board of Health /VDH\ ^VVot*r Works Regu|otions'^
latest editiona, as min. standards, as well as those of the LGA.
SURFACE 8c COVER: In or*uo of water line construction, grades
aho|| be within mix /O` inches of finished aubgrode prior to the
commencement of this work. Minimum clear cover over all water
pipe aho|| he three /J\ feet.
TAPS/CONNECTlDNS: 'kXokc or arrange for all connections to
existing water mains and meter boxes (pay fees if required).
SEPARATION: The Contractor aho/| comply with the State Water
Works RegS, pertaining to separation of water and sanitary SEWER.
SERVICE: Water service pipe shall be Type K' hard drown, copper
tubing size as indicated on the plans. All connections shall use
flared fittings. Fittings for service lines shall meet AYYYYA spec. C-800.
FINISH GRADE: The Contractor shall locate and uncover all valve
- boxes after povernrnt '3urfoce treatment of roods and adjust the
tops to hno| road grades, if necessary.
����WU���� K]/�T[��
��[_VV[��� NOTES
o STANDARDS- Construction of all sanitary sewer lines, structures,
and pavement replacement oho|| conform to the requirements of the
Virginia Department oil Transportation (VDOT) "Road and Bridge
» Standards and SPeCificotiVna" and the Commonwealth of
Virginia/State Board of Health /VDH\ "Sewage Handling and
~^ Disposal Regulations" latest editions, as minimum standards, as
' well as those of the LGA See details contained in the
~^ Construction Permit furnished by the County for installation of the
2 tandem septic tanks for Pump and Haul. See also details this sheet.
SURFACE &c COVER. In areas of sewer construction, grades shrill be
' three /3\ feet over the crown of the pipe to be laid or within six /G\
^' inches of finished aubgrade prior to the commencement of this work
�r Minimum clear cover over proposed lines shall be three (J) feet.
SEPARATION: The Contractor shall C0rnp!y with the State Water
Works Pegs. pertaining to separation of water and sanitary sewer,
�\ MATERIAL & BEDDING: Pipe and fittings Sho|| be Polyvinyl Chloride (PVC)
SDR-35 and aho|| conform to ASTW D-3034. Bedding aho|| be per VO()T
n Standard and Spec. (C}oSs B min.). All trenches shall be compacted
JNN according to VDOT Standards,
��[8��J|/`� COUNTY ��N/�^Tl0N AUTHORITY /����\ N[\T��
/ /`�_uu.,`�'` `/`/v/v / / u,�/W i/f /.`/'" r``� ./ /`//x / . \/ uu'`/ NOTES
l. Water and Sewer lines are to be constructed in accordance with
these plans. The lines nhoU additionally meet all requirements of
the FCSA.
2, The Contractor mho|| oonrdinnte with, and arrange for inspection
by the Ai..,thority-
J` Exact "locations of water and sewer services on new lines are to
be coordinated with the Authority's inspector.
4, The Sanitation Authority shall install all water and sewer services
that connect to existing lines. The location of the tap and the
termination point o/ the |oto/cd are to be coordinated with the
Authority's assistant engineer.
5. The Sanitation Authority shall top all existing water lines. They
will furnish the nooteri(ds for and make the top, The Authority
will also perform all repairs, re|Vootion, etC., on existing water
lines. The contractor must make application for and pay the
coat of this work.
8, The Contractor shall tie-in o new line to on existing manhole by
core drilling the manhole.
7. A double check valve bookOow prevention assembly is to be installed
on any line (fire or domestic) that goes into o building. The
assembly is to meet ASSE Std. No. 1015 or 1013. If the oommnnb|y
is mounted inside O building, o remote readout is required.
DThe Sonitotion Authority maintenance department is responsible for
the installation of water meters. Before o permanent meter is set,
they require; 1\the frame and cover to be properly aligned with its
meter box and yoke bar; 2)tho frame and cover to be set to the
final grade of the lot, 3\the distance between the top of the cover
and the yoke bar be between 18 and 21 inches; and 4\aU components
of the meter box oaaernb|y to be in proper working order. It is the
contractor's responsibility to have the rneter, box assembly installed
correctly.
USE JOSAM #58490 SERIES CLEAN@JT, CAST iRON W/ BRONZE TOP
AND RECESSED PLUG. MOUNT IN A SQUARE CONCRETE COLLAR PAD
FLUSH WITH GRADE. WITHIN CONCRETE WALK AREAS, ALLOW WALK TO
SERVE AS A COLLAR PAD. D0 NOT STRIKE THE SHAPE OF THE COLLAR.
IF JOINT FALLS WITHIN 6^ OF EDGE OF FERRULE' C(}RRD. YY/ ARCH.
"
TOPSOIL /TYP)~�
` '| TYH 1 FINISH GRADE
SiT' P[AN
/ ' \ SCALE: r =10'
,
u
NEW COMPACTED VDOT STANDARD
#25 OR #26 AGGREGATE
CLEANOUT DETAIL (GRAS��)
NO SCALE
4TED
7'-0"
m`ll'�
EXISTING RESIDENCE RES|DENCE AND WELL
APPROXIMATE LOC4T101',,S ONLY-
r|[V�T|ON �'"DL45TLRODS
�_�-/_v/�//��/v . "
�-R |0�� A0TA ENDS
� � ��'� ����� ���
1-1/2" l 1 /?"
2 - #4 (k4|N) _/� 4-1/2^
ENDV|[VV L-1-3-/4^
PRF_C" AST UUi][_[_| STOP
NO SCALE
12^
,
m
_
`
m
i
WHITE LETTERS
/ SYMBOLS AND
BORDER
INTERNATIONAL SYMBOL.
OF ACCESSIBILITY
L
BLUE BACKGROUND
�-2''0 GALVANIZED
STEEL PIPE
/-GRADE
6" BLOCK
3"
ACCESS HATCH
Z. `"^ TANDEM FOR PUMP AND HAUL
PROP, LINE'
SEE CONSTRUCTION PERMIT FOR
D/kdENSIONS, SPECIFICATIONS, AND
INSTALLATION PROCEDURES.
�//l/ /
uu��/' ' '_ ./^�
2'-0^
4, PVC SCH 40
90' ELBOW
/--ACCESS HATCH
BAR 1/4^x3/4^
HASP
1/4^ DIAMOND
LOCK /- / '
/ GRATE
HINGE
;J��7-[�C� 7-LJ|�~ ��LJ[-[_-[
NOTES [-~] THIS ||�� SHEET
`
GENERA/ NOTES
/ \
| BUILDING RES|R|CUON �NFS �A.R}./
-- FRONT - V5'
S�E5 - |O`
RFAR - 25'
ZONED - RESIDENTIAL PERFORMANCE /HP\
2 OWN[R/DEVELOP[R
AT&T
3G33 CHA|NBR|DGE ROAD
ROOW 8165
OAKT0N, NRG|NiA 22185
CONTACT: GG �ART[R
PHONE: (7��) 691-6821
�� OLD ACREAGE = 0.1242 AC
NEW ACREAGE = 0.7309 AC
4 NO OUTDOOR STORAGE OR DUMPSTERS
AR[ PROPOSED FOR THIS SITE.
5 NO SIGNS ARE PROPOSED FOR THIS S|TF�
Al REVISION l: MARCH 25. 1956
FINAL SITE PLAN
REVISION STATEMENT:
THIS SHEET WAS REVISED DUE TO COMMENTS RE[�'D
FROM LOCAL (�OY[RN|N(� AUTHORITIES AFTER DWGS
HAD BEEN DISTRIBUTED FOR BIDDING. ALL DINGS
CONCERNING THIS SITE DATED PRIOR TO 4-1-96
SHALL BE DISREGARDED.
' '*`-TO \-2~ PVC SCH 4O
PROPOSED BU]{� .
3/'4" PVC' REC)D FOR
' . CONDUIT ELECTRIC CONDUIT 1'
2-2 S(} OPENING
TO BLUG '' ''
O~ BLOCK HECKED
| ( ' ° :LC�
PRECAST
CON CRFTE
|/ /- PVC SCn 40 || ! | K^ || TANK
BOX FOR ALAR M To BE
325 Mountain Aventre, Roanoke, Virginia 24016, 540--345-8020; VAX W345-6833
MOUNTED INSIDE BUILDING.
MOUNTEDJUNCTION
AUDIOVISUAL ALARM TO BE
IN OFFICE OF PROPOSED BLDG.
[STONE
10'--- 0" TO
PROPOSED
\--ALARM
FLOAT SET
AT&T
1'-0" END
CONDUIT To
TO TRIGGER ALARM
BLDG BOTTOM OF
FLOAT-----
AT 112
TANK CAPACITY
POINT OF PRESENCE
NO SCALE
NEVV 2UOVV 5URF.
EXIST.
YOOYV SURF,
��M0.
AB� DOOR
I.V. HARRIS AND ASSOCIATES, INC.
ARCHI'TECI-S AND PLANNERS
NOTE:
AT&T
' PROJECT `^~~^-`^ ' ' `^~ '
NEW 2OOVV SURF.
~^ ` ^^~-~~~^-
' 1. INSTALL PER ELECTRICAL '
������������ �� �� �'��
WINCHESTER V ���� �-
k�TD 1�' ABK GRID, DRAWINGS. LAYOUT PROV`D
� ' �
NEW 2OOVY SURF.
FOR REyE|yy ONLY. ff
°��^�-
|
k�TO 1�' ABV GRID.
�
w����� PLAN HN
GEOFFREY A,
|
NEVY2DDYVSURF. A���OD/����OD/4���n SHEET
K4TD. 9' ABV. GRD | |�� ------' ------' --- --|
/ ~- ^�^ �1�_--��/_ _ n�nnx /
H/C PARKING SIGN LIGHTING LAYOUT
C 2
NO SCALE AT&T
NO SCALE DATE 2-8-96 OF FOUR
r
ENGINEERS NOTES Materials at the site shall be stored in a neat and orderly
manner. All damaged material
shall be removed from the site
REMOVAL: Erosion control devices shall remain in place until all
SPECTRUM ENGINEERS, PC assumes no responsibility for information
immediately and disposed of in
a proper manner. After trenching,
disturbed areas have adequate ground cover as determined by the
on or adequacy of the plans until they have been approved by
remove all excavated materials
unsuitable for, or in excess of,
LGA.
required public authorities.
backfill requirements.
Immediately following each
portion of the Work as it
P A VE M E N T NOTES
t
Commencement of any work on the project is at the sole risk of
progresses, by cleanup and restoration,
make every reasonable
the Owner.
SPECTRUM ENGINEERS, PC assumes no responsibility for the
completion or quality of performance of the Contracts of the
General Contractor, Sub -contractors or other third parties.
GENERAL NOTES
STANDARDS: All materials and methods shall comply with the
applicable standards of the American Society of Testing and
Materials (ASTM), American National Standards Institute (ANSI),
Virginia Department of Transportation (VDOT) (excluding
measurement & payment), Virginia Erosion and Sediment Control
Handbook (ESC Handbook), Commonwealth of Virginia Department of
Health (VDH) and/or the Local Governing Authority (LGA), latest
editions. Recommendations of applicable materials manufacturers
shall also be followed as part of this Contract.
SOILS INVESTIGATION/TESTING:
General: Prior to beginning grading operations the Owner
shall employ a qualified Soils Testing Laboratory which staffs a
Professional Soils or Geotechnical Engineer registered in
Virginia (hereinafter GE). The GE shall make a site inspection,
review governing requirements for this Work and the test results
and make recommendations on applicable portions of the Work
(traffic bearing areas and building foundation, etc.). The GE
shall submit two (2) certified copies of their test results and
recommendations to the Architect and copy the Owner with one (1).
The recommendations of the GE shall be followed as part of this
Contract. The GE shall provide an "As -Built" certification of
rough grade and pavement base suitability (same distribution).
Specific:
hwo General , For G n Earthwork, the GE shall determine the
e e Ea
maximum density in accordance with VTM-1 (Standard Proctor) of
material proposed for use beneath buildings and pavement, whether
cut or fill. The GE shall inspect potential existing problems
when unearthed by the Excavating Contractor, perform tests as
necessary and make recommendations regarding any special
condition and/or treatments to be implemented. The GE shall also
perform inspections, supervision and testing of all filling
operations.
For Pavement, the GE shall determine the maximum
density in accordance with VTM-1 (Standard Proctor) and the VTM-8
(California Bearing Ratio (CBR)) of material proposed for use
beneath pavement, whether cut or fill. Final pavement design
shall be based on a sufficient number of certified CBR tests to
determine the support value of the subgrade. The GE shall
certify the location and results of the CBR tests and submit a
pavement redesign using the Vaswani method whenever the actual
CBR value is less than ten (10). When the CBR value is greater
than ten (10), the GE shall redesign the pavement using the
Vaswoni method to minimize cost of construction.
AMERICANS WITH DISABILITIES ACT (ADA): Consult the LGA for
locally recognized standards of conformance to the ADA. Verify
and provide or conform with all applicable pavement marking,
detectable warnings, signage and slope requirements of the ADA.
PLANS, PERMITS, INSPECTION, VERIFICATION: The Contractor shall
be responsible for obtaining any and all necessary permits,
including fees. No work shall begin on this project without
written approval of Construction Documents from the LGA. A copy
of the Construction Documents (complete, as approved by the LGA
and signed by the proper officials) and all permits shall be
available at the construction site at all times while work is in
progress. All work shall be subject to inspection by the LGA and
VDOT Inspectors (where applicable). Contractor shall verify and
be responsible for all dimensions on site.
LOCATION OF UTILITIES: The Contractor shall verify the location
and elevation of all existing utilities prior to the commencement
of any construction. The Engineer shall be contacted
immediately:
- if any location or elevation is different from that
shown on the plans,
- if there appears to be any conflict, or
- upon discovery of any utility not shown on the plans.
TO MISS UTILITIES CALL "MISS UTILITY" OF VIRGINIA (TOLL
FREE) 1-800-552-7001 48 HOURS BEFORE YOU DIG,
The Contractor shall minimize disturbance to existing
utilities during construction and shall be responsible for
damage caused to any utility as a result of this work.
z UTILITY COMPANIES: The Owner and/or Contractor shall supply all
O utility companies with copies of approved plans, advising them
z that all grading and installation shall conform to approved
w plans.
x
FIELD CORRECTIONS/CONSTRUCTION CHANGES: Any change or variation
from construction design as shown on the officially approved
plans shall be approved by the LGA prior to said changes or
L;j variations in construction being made.
Q
v DEBRIS: Construction debris shall be containerized in accordance
i- with the Virginia Litter Control Act. No less than one litter
O receptacle shall be provided on site. All damaged material or
a surplus excavated material not suitable for use as fill, backfill
or topsoil shall become the property of the Contractor to dispose
of offsite as he wishes, without injury to the Owner or any
a' individual.
m
w
0 LIGHTING: Care shall be taken in illuminating off-street parking
Q areas to minimize light intensity on adjoining streets or
residential uses (meet local ordinance otherwise limit to 1.0
foot candle or less). Security lighting (at other than business
operating hours) should also be limited to 1.0 foot candle
w measured at the base of the lighting structure.
o`
17 SIGNS Proposed signage shall meet all applicable state and
o local ordinances including conformance in design and placement
rn with the Virginia Supplement to the Manual on Uniform Traffic
Control Devices, latest edition. Any existing signs shall be
moved if necessary to meet the some criteria.
O
v CLEANUP & RESTORATION: Keep the construction site neat, clean
and orderly at all times. Cleanup shall be vigorous and
continuous to minimize hazards or obstructions,
effort to encourage return of the entire surface and all
improvements to a pleasant appearance and useful condition
appropriate and complementary to the surroundings, and equal or
superior to that before construction began.
FINAL ACCEPTANCE/LGA: The Developer or Contractor shall furnish
the appropriate department of the LGA with a final correct set of
"as -built" plans prior to their final acceptance. This applies
only to street improvements and utilities that are intended to be
maintained by the LGA (i.e. turn lanes, water, sanitary sewer
and/or storm drains).
GRADING 6ek TRENCHING NOTES
CLEAR, GRUB & STRIP: All vegetation and overburden including
topsoil, organic material and any unsatisfactory soil materials,
shall be removed to the extent of grading indicated on the
grading plan.
EXISTING FILL: Any existing fill material present on the site
shall be removed and replaced with fill as herein specified, or
tested in place by the Geotechnical Engineer (GE) and his
recommendations followed.
NEW FILL: Fill material shall be satisfactory soil materials as
determined by the GE and be free of rock or gravel larger than
two (2) inches in any dimension, debris, waste, frozen materials,
organics and other deleterious matter.
BACKFILL: Material, compaction and methods per VDOT requirements.
EXISTING SUBGRADE PREPARATION: Scarify existing subgrode and
compact to specifications for new fill below. Bench beneath
areas of slopes of 3:1 or greater.
COMPACTION: Fill material shall be placed in lifts not exceeding
eight (8) inches and compacted to ninety-five (95) percent of its
maximum density as determined in accordance with VTM-1 (Standard
Proctor). Separate Proctors shall be run for each soil type
being used. It shall be the Contractor's responsibility to
inform the GE of sources of fill material other than that
obtained on -site.
TESTING: Each compacted lift shall be inspected and tested by the
GE by conducting a minimum of three (3) field density tests per
lift. Additional tests per lift shall be required if deemed
appropriate by the GE.
GRADING LIMITS: Transition along the grading limits shall be
smooth and uniform and prevent surface water ponding.
Transitions at top and toe of slopes shall be graded smooth with
uniformly rounded surfaces.
BARRICADES/DITCHES: The Contractor shall maintain the integrity
of all excavated ditches and shall furnish and ensure that all
barricades proper and necessary for the safety of the public are
in place.
EROSION CONTROL NOTES
STANDARDS: Unless otherwise indicated, all vegetative and
structural erosion and sediment control practices shall be
constructed and maintained in accordance with the minimum
standards and specifications outlined by the Virginia Uniform
Coding System in the Virginia Erosion and Sediment Control (ESC)
Handbook, latest edition. References to VDOT refer to the
Virginia Deportment of Transportation "Road and Bridge Standards
and Specifications," Latest edition._
APPROVAL/PERMIT: The Erosion and Sediment Control Plan must be
approved and land disturbing permit obtained prior to any work on
the site. Plan approval in no way relieves the Developer or
Contractor of the responsibilities contained in state and local
erosion and sediment control ordinances/standards.
RIGHT OF ENTRY: Owner/Developer grants right of entry to LGA
personnel for the purpose of monitoring compliance with the Code
of Virginia, Erosion and Sediment Control Law (Title 21, Chapter
1, Article 6.1).
DETAILS: All details, unless otherwise referenced, are from the
ESC Handbook, which shall supplant these Plans, should a
discrepancy exist.
LGA MAY REQUIRE MORE ESC: Upon inspection of the erosion control
devices the LGA Inspector may require that further steps be taken
to control silt.
TIMING: All siltation controls, applicable to the current phase
of work, shall be in place prior to clearing, stripping of
topsoil or grading and shall remain in place until all disturbed
areas have adequate ground cover.
MAINTENANCE & ADJUSTMENT OF ESC MEASURES: Erosion and sediment
control measures shall be inspected after each rainfall and daily
during periods of prolonged rainfall. The Contractor shall be
responsible for maintaining and adjusting or relocating ESC
measures or providing any other device or measure needed or
required by existing conditions to prevent erosion, mud, or other
debris from flowing in or upon the public right-of-way, waterways
or abutting properties.
PUBLIC STREETS:, The Contractor shall provide adequate means of
cleaning mud frdm trucks and/or other equipment prior to entering
public streets (an adequate construction entrance). It is the
Contractor's responsibility to insure that adjacent streets are
in a clean, mud and dust free condition at all times. Size and
composition of the construction entrance shall be determined by
the LGA Inspector.
SEEDING: All cut and fill slopes shall be seeded and mulched as
soon as possible after grading. All areas to be landscaped shall
be seeded or receive finished surface treatment within seven (7)
days of finished grading.
DRAINAGE DIVIDES & FLOOD: Construction shall honor/maintain
proposed drainage divides as indicated on the plans by contours
or symbol. Restrictions pertaining to construction within the
100 year floodway and/or flood plain (if such boundaries exist on
the site) shall be honored.
STANDARDS: All construction methods and materials shall be in
accordance with the VDOT "Rood & Bridge Standards &
Specifications," latest edition and the latest requirements of
the City of Roanoke.
CHANGES WITHIN RIGHT-OF-WAY: Local government approval of plans
for improvement within public rights -of -way preclude the right to
add additional facilities without repeating the review process.
OVERBURDEN: All vegetation, overburden and unsatisfactory
material shall! be removed to the full width of the public right-
of-way, or to the construction limits indicated on the plans
prior to the construction/preparation of the subgrade.
UTILITIES: All utilities shall be in place prior to laying the
base materiall.
PAVEMENT ONSITE: Onsite paving shall consist of a six (6) inch
base course of #21-B (based upon a CBR = 10 (VTM-8)), prime coat
and two (2) inches of SM-2A or, at the Owner's option, an eight
(8) inch base course of #21-8 (based upon a CBR = 10 (VTM-8)) and
Type "D" blotted seal coat. Subbase fill shall be compacted to
100% of VTM-1 (Standard Proctor).
PAVEMENT WITHIN RIGHT-OF-WAY: Paving within the right-of-way
shall conform to local standards for utility patch work.
SIGNAGE: Standard street and traffic control signs shall be
erected as required by the LGA.
STRIPING: Parking lot striping shall be four (4) inch painted
lines. Marking point shall be Chlorinated rubber -alkyd type,
AASHTO M248, Type Ill. and applied in accordance with the
manufacturer's instructions. Provide products by Sherwin-
Williams, Benjamin Moore, or Devoe. Handicap Space Marking shall
conform to Americans With Disabilities Act (ADA) requirements.
Color shall be white, unless required otherwise by ordinance.
DRAINAGE NOTES
NATURAL DRAINAGE: The Contractor shall make provisions at all
times to allow natural drainage to flow through the work area
with minimum damage to the new construction and NO damage to
adjacent property or the existing downstream storm drainage
system, whether natural or man-made.
FLOOD: The subject properties are not within the limits of the
FEMA 100 Year Flood boundary.
LANDSCAPING NOTES
LANDSCAPED SCREEN: Proposed Landscaped screen shall be as
indicated on the plans. Location and variety of all new trees
shall be verifiied in the field by the Architect.
TOPSOILING, SEEDING, PLANTING NOTES
MATERIALS:
Topsoil shall be fertile, agricultural soil, typical for
locality, capable of sustaining vigorous plant growth, taken from
a drained site; free of subsoil, clay or impurities, plants,
weeds and roots; minimum pH value of 5.5 and maximum of 7.0.
Seed shall be Blue Tag Certified, of the latest season's crop,
labeled in conformance with U.S. Department of Agriculture rules
and regulations under the Federal Seed Act and applicable State
seed laws, with varieties strictly conforming to those listed on
the Virginia Turfgross Variety Recommendations, latest edition,
published by Virginia Polytechnic Institute and State University.
Lime: Natural dolomitic limestone containing not less than 85%
of total carbonates with a maximum of 30% magnesium carbonates,
ground so that not less than 90% passes a 100-mesh sieve.
Commercial Fertilizer: Complete fertilizer of neutral character,
with some elements derived from organic sources and containing
the following percentages of available plant nutrients.
- For lawns, provide fertilizer with the percentage of
nitrogen required to provide not less than one (1) pound of
actual nitrogen per 100 square feet of lawn area and not
less than 47. phosphoric acid and 27. potassium. Provide
nitrogen in a form that will be available to lawn during
initial period of growth: at least 50% of nitrogen shall be
organic form.
SUBGRADE PREPARATION: Establish limits. Remove subsoil
contaminated with petroleum products. Scarify subgrade to depth
of 3 inches (75 mm) where topsoil is scheduled. Remove stones
over 1-1/2" (40mm) in any dimension and sticks, roots, rubbish
and other extraneous matter which may hinder preparation, growth
and maintenance operations. Limit preparation to areas which
will be planted promptly after preparation. Re -scarify in areas
where equipment used for hauling and spreading topsoil has
compacted subsoil.
PLACING TOPSOIL: Spread topsoil to the depth required to meet
lines, grades and elevations shown (4" min.), after light rolling
and natural settlement. Manually spread topsoil close to trees,
plants, site improvements, and buildings to prevent damage.
Unless otherwise noted or indicated, compacted surface of placed
topsoil shall be 1 /2" below top of header boards, walks,
pavements, and utility structures. Where upslope and against
curb, flush with top of curb to allow positive drainage.
Topsoil shall not be spread if the topsoil is either wet or
frozen. Add specified soil amendments and mix thoroughly into
upper 4" of topsoil.
Soil Amendments shall be applied at the following rates:
Lime: Apply three (3) tons/acre (140 Ibs/1000 sf)
pulverized agricultural lime.
Commercial Fertilizer: For lawns, fertilize to provide not
less than one (1) pound of actual nitrogen per 100 square
feet of lawn area.
Excess topsoil shall be removed from the site or stored onsite as
0
i
0
TRUSS
RODS (TYP)
TERMINAL POSTS SHALL BE
CORNER POST PLACED ®500 LF MAX.
10' O.C. MAX (TYP)
3/16"0/4" STRETCHER FENCE MID -
BAR (TYPICAL) BRACE (TYPICAL)
LINE
POST (TYP)
(4) TIMES O.D. OF M
POST, 12" MIN. 30" MIN. 12" MIN:
34" MIN.
TYPOCAL TERWNAL END
3/16%3/4" STRETCHER
MID -
CORNER POST (TYPICAL)
BAR (TYPICAL) FENCE
' BRACE
00
i
LINE
POST (TYP)
TRUSS No.9 TIE WIRES _
RODS (TYP) ® 24" O.C. (TYP)
PLACE FENCE FABRIC ON
OUTSIDE OF FENCE (TYP)
WIRE MESH
FABRIC
BRI>
TYP
No.9 TIE WIRES �
" FABRIC SHALL EXTEND
12 WIDE BY 6' ®24 O.C. (TYP) 3" INTO CONC.
DEEP CONC. I W PERIMETER PAD (TYP)
PERIMETER PAD (TYP)
TOPICAL 6N—LINE TE'RMNAL
WIRE MESH
FABRIC
(TYP)
TERMINAL POSTS (TYP)
TERMINAL POSTS FOR
ALL VERTICAL BENDS
LATCH SHALL BE CAPABLE
OF RECEIVING PADLOCKS.
PADLOCKS ARE NOT A PART
OF THIS CONTACT.
- NOTE; HOR. BEND TERMINAL POSTS SHALL
BE BRACED AND TRUSSED BOTH WAYS.
TOPICAL VERT., BEND TERM NAL
TERMINAL POST—
W/ CAP (TYP)
LATCH SHALL BE CAPABLE
OF RECEIVING PADLOCKS.
LOCKS ARE N.I.C.
1 • NX X,LRRRARR aRXR RR R]JYR - • ' -
(4) TIMES O.D. OFF P �30" MIN.
POST, 12" MIN. 34" MIN.
TYPICAL CORNER
directed by the Owner. Leave stockpile area and site clean and
raked, matching existing grade before stockpile or proposed
grade, as applicable, and ready to receive landscaping. Grade
site surface to prevent free-standing surface water.
SOIL PREPARATION: Fine grade lawn areas to smooth, even surface
with loose, uniformly fine texture. Roll, rake and drag lawn
areas. Remove ridges and fill depressions as required to meet
finish grades. Limit fine grading to areas which can be planned
immediately after grading.
Moisten prepared lawn areas before planting if soil is dry. Water
thoroughly and allow surface moisture to dry before planting
lawns. Do not create a muddy soil condition.
Restore lawn areas to specified condition if eroded or otherwise
disturbed after fine grading and prior planting.
SEEDING: Seed shall be the following mixture and application
rate:
Temporary Seeding for Erosion and Sediment Control: Based
on seeding date, use species indicated.
Date Common Name Rate
May - Aug. German Foxtail Millett 25#/oc
Sept.- Oct. Annual Rye Gross 30#/oc
Nov. - Feb. Winter Rye 25#/ac
Mar. - Apr. Annual Rye Grass 30#/oc
Lawns (Permanent Seeding):
Percentage Common Name Rote
90% Turf -Type Tall Fescue 215#/oc
10% Kentucky Bluegrass
(i.e.; Rebel, Rebel 2, Bonanza, Falcon,
Mustang, or equivalent)
(If seeding out of season and temporary
seeding hasn't been done previously, add
appropriate temporary seed to above)
Do not use wet seed or seed which is moldy or otherwise damaged
in transit or storage. Do not seed within 48 hours of
fertilizing. Do not seed when wind velocity exceeds 5 mph.
Apply seed uniformly on seed bed by sowing equal quantity in two
directions at right angles to each other with a cyclone seeder,
or drill cultipacker seeder on a firm, moist seed bed. Sow not
less than the quantity of seed specified or scheduled.
Maximum seeding depth should be 1 /4 inch on clayey soils and 1 /2
inch on sandy soils. Rake seed lightly into top 1/4" of soil,
roll lightly, and water with a fine spray.
MULCHING: Seeding shall be followed with the application of
organic mulch conforming in material and application to Std &
Spec 3.35 of the ESC Handbook.
HYDROSEEDING: (permitted in lieu of standard seeding) Apply seed
uniformly on a firm, moist seed bed.
Mix specified seed, fertilizer and pulverized mulch in water,
using equipment specifically designed for hydroseed application.
Continue mixing until uniformly blended into homogenous slurry
suitable for hydraulic application.
Apply slurry uniformly to all areas to be seeded. Rate of
application as required to obtain specified seed sowing rate.
RECONDITIONING EXISTING LAWNS: Recondition existing lawn areas
damaged by Contractor's operations including storage of materials
and equipment and movement of vehicles. Also recondition
existing lawn areas where minor regrading is required.
LOCKING
bEVICE
FABRIC SHALL EXTEND
"
3" INTO CONC. 12 WIDE BY 6"
PERIMETER PAD (TYP) DEEP CONC.
12" MIN. 4 TIMES O.D. OF PERIMETER PAD (TYP) 2" CLEAR MAX. CENTER STOP
POST, 12" MIN.
TYP@CAL (BAN GATE DOABLE BAN GATE
48 WIDTH, 8 -0 CLEAR �6' WIDTH, 8'-0" CLEAR
109 SAFETY FENCE DETAILS
NO SCALE
ESTABLISHMENT: The Contractor shall water, fertilize, mow and Fittings: Sleeves, bands, clips, rail ends, tension bars,
otherwise maintain all seeded areas beginning at installation and fasteners and fittings; steel.
going through the third cutting of an established lawn. An Gate Hardware: Fork latch with gravity drop and center gate
established stand shall be uniform in coverage and of the stop and drop rod; two 180 degree gate hinges per leof
specified mixture as determined above. The Contractor shall and hardware for padlock. Locks Not -In -Contract.
restore/replace any portion of the seeding and/or mulch work that
is found defective or which becomes damaged prior to final OTHER MATERIALS: Provide other materials, not specifically
acceptance. described but, required for a complete and proper installation,
as selected by the Contractor but subject to the approval of the
TREES & SHRUBS: All trees shall conform to standardized plant names, Architect.
as listed on the Plans, and shall be well formed, hove a well
developed root system and be free from defects. Trees shall hove FINISHES:
single trunks unless noted otherwise. Mulch ring shall be Components and Fabric: Galvanized to ASTM A123; 1.8 oz/sq
shredded hardwood bark. Tree wrapping paper shall be Kraft paper ft (550 g/sq m) coating.
tree wrap or equivalent. Topsoil mixture shall be 50% topsoil Accessories: Some finish as framing.
and 50% Peat Moss. The Contractor shall guarantee all nursery
stock for one full year. The guarantee does not cover neglect by INSTALLATION: Line post spacing shall be intervals not exceeding
the Owner, vandalism or natural occurrences beyond the control of 10 feet (3 m). Place fabric on outside of posts and rails to a
the Contractor. fence height of ten (10) feet. Brace each gate and corner post
to adjacent line post with diagonal truss rods. Do not stretch
FENCE NOTES fabric until concrete foundation has cured 28 days. Fasten
fabric to top rail, line posts, and braces, with tie wire at
FENCE WORK: Includes fence framework, fabric, and accessories, maximum 15 inches (380 mm) on centers. Attach fabric to end,
excavation for post bases; concrete foundation for posts and corner, and gate posts with tension bars and tension bar clips.
perimeter slab, and center drop for gates, manual gates and Provide concrete center drop to footing depth and drop rod
related hardware. retainers at center of double gate openings.
STANDARDS: Chain Link Fence Manufacturer's Institute (CLFMI) - DETAILS: Conform to details this sheet.
Product Manual, latest edition.
MATERIALS AND COMPONENTS: Conform to CLFMI Product Manual.
Fabric Size: CLFMI Standard Industrial. DRAWN MAR 7 �l-�ECKEa�
Line Posts: Type I round.
Terminal, Corner, Rail, Brace, and Gate Posts: Type II
round.
COMPONENTS: WAR
Line Posts: 2.38 inch ( 60 mm) O.D..
Terminal, Corner and Pull Posts: 2.88 inch (73 mm) O.D.. E N G i N E E Tt S, P. C. -
Gate Posts: 3.5 inch (89 mm) O.D.. 325 Mountain Avenue, Roanoke, Virginia 24016, 540-345-8020, TAX 540-345-6833
Top and Mid -Brace Rail: 1.66 inch (42 mm) O.D., plain end,
sleeve coupled, with couplings on top brace
approximately 6 inches long for each joint. Every Member of ACEC ® AMERICA N CONSULTING
fifth top brace coupling shall have an expansion ProvidingExcellence
ENGINEERS COUNCIL
spring. In Engineering
Gate Frame: 1.66 inch (42 mm) diameter for welded fittings
and truss rod fabrication.
Fabric: 2 inch (51 mm) diamond mesh interwoven wire, 9 gage
(4 mm) thick, top selvage twisted tight knuckle end
closed, bottom selvage embedded three (3) inches into
perimeter concrete slab. gmt� an
r
Tension Wire: 6 gage (5 mm) thick steel, single strand. POINT 01L.-M
CE
ACCESSORIES: ' m mftk I .-
Caps: Malleable iron galvanized; designed to exclude water
from the post interior, sized to post diameter, with DAHLGREN, WINCHESTER, BLACKSBURG
set screw retainer. Line post tops shall be provided
with a hole suitable for the through passage of the top rail.
ll�llll II{I
AT&T PROJECT NO: PN 32392 II {(� I.V. HARRIS AND ASSOCIATES, INC.
AT&T PROJECT NO: PN 32393 II {�{II! ARCHITECTS AND PLANNERS
AT&T PROJECT N O : PN 32394 ,{�I ❑ VIRGINIA BEACH RICHMOND
�, P,P.V THE ®�
200 91,� NOTES AND SPECFMAMNS
GEOFFREY A, STRAUGHN
ENO 1 190 V
953500/953600/953700 sEET
FILE 95093/95094/95095
a� ®9 wCIS
ON& EN�� DATE 2-8-98 OF FOUR
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