HomeMy WebLinkAbout055-98 Taliaferro Dental Office - Opequon - Backfile (2)ABBREVIATIONS
ASSY,
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BMIL
BUILDING MOUNTED LIGHT
BSBD,
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA,
DIAMETER
DS
DOWNSPOUT
EDP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FIFE
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F-L,S.
FIRE LANE SIGN
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6' HEADER CURB
HIP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
L T,
LIGHT
MILP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N, P. S.
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PID
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED.
REDUCER
R,O.
ROCK OUTCROP
SAN.
T
SANITARY
STD.
STANDARD
T,Bl,
TO BE DEMOLISHED
T.&R.
TO BE REMOVED
T,B.P�
TO BE PRESERVED
TB
THRUST BLOCK
TIC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R RADIUS IN FEET
X00.00 PROPOSED SPOT ELEVATION
X(00-00) EXISTING SPOT ELEVATION
Rev 7/95
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN:PITCH TO BE
112' PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
Virginia Department of Transportation
Staunton District
GENERAL NOTES FOR ENTRANCE PLANS
page 1 of I
VDO General Ngt-2.1
V1. All work on this project shall conform to the latest
editions of the Virginia Department of Transportation
(VDOT) Road and Bridge Specifications, and Standards,
The Virginia Erosion and Sediment Control Regulations
and any other state, federal or local regulations
applicable. In the event of conflict between any of
these standards, specifications or plans, the most
stringent shall govern.
V2. All construction shall comply with the latest U.S.
Department of Labor Occupational Safety & Health
Administration and VOSH Rules & Regulations.
V3. When working on VDOT right of way, all traffic
control, whether permanent or temporary, shall be in
accordance with the current edition of VDOT's work
area protection manual. Furthermore, all traffic
control flaggers must be certified in accordance with
VDOT's January, 1994 (or latest edition of) Road
Bridge Specifications, Section 104.04-C.
V4. Design features relating to construction or to
regulation, control and safety of traffic may be
subject to change as deemed necessary by VDOT.
V5, Prior to initiation of work, Contractor shall be
responsible for acquiring all necessary VDOT land use
permits for any work on VDOT right of way.
V6. if required by the local VDOT Residency Office, a
pieconstruction conference must be arranged and held
by the engineer and/or developer with the attendance
of the contractor, various County aqencies, utility
companies and VDOT prior to initiation of work.
V7, Contractor shall notify the local VDOT Residency
Office when work is to begin or cease for any
Undetermined length of time. VDOT will also require
48 hours notice for any inspection.
V8. The Contractor will be responsible for maintaining
adequate access to the project from the adjacent
public roadway through construction and maintenance of
a construction entrance in accordance with the
Viiqinia Erosion & Sediment Control Handboo Sec 3.02.
Furthermore, access to other properties affected by
this project shall be maintained through construction.
fl AL I N .1 0- 11 OTM V ra M 04 N I 6"WAS I = 101 100 -
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1 MATTHEW E. CROKE AND
MYRA JL CROKE
PIN 86-A-1028
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RGHT-OF-WAY DEDICATION
I(
AREA = 1355.68 SQUARE FEET
TRAFFIC IMPACT
DATA SOURCE: ITE MANUAL, FIFTH EDITION
LAND USE: 630-CLJNIC
PROPOSED FULL TIME DOCTORS - 2
TRIPS BASED ON 2 FULL TIME DOCTORS:
WEEKDAY:
PEAK HOUR: 4.43 X 2 = 8.86 TRIPS
%
%\
% >
T114-AC SITE PLAN
�.___APPROVED
A T_ I
oss - 7:5
LIST OF DRAWINGS:
SHT. 1/4: COVER SHEET
SHT. 2/4: NOTES
SHT. 3/4: SITE PLAN
SHT. 4/4: CONSTRUCTION DETAILS
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/No.02-162
r--"
PoLoCc,
302 South Braddock Street, Su it e 2 0-0`� A -
Winchester, Virginia 22601 'Scb: 41
-1K A,
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO,: 9801032 S Hi/T
16JUN98 1/4
GENERAL NOTES
1 The property delineated on this plan is located or) Warrior Drive near Ivory Drive Lane, in the Opequon Magisterial
District in the County of Frederick, Virginia. The developer of the properly proposes to construct a dental office on a
portion of a 2.93 acre tract. Presently, the tract is vacant. A lot will be subdivided from the parent tract during the
construction phase of the project. The proposed lot boundaries are shown oil these plans.
2. Property Developer: Contact: Mr. Richard Taliaferro
203 Salem Church Road
Stephens City, VA 22655 Telephone: 540-869-2600
3. Property Ownev Contact: Dr. John McAllister
125 Medical Circle
Winchester, VA 22602 Telephone: 540-667-1828
4. Engineer/Landscape Architect: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Property boundary and topographic information shown on these plans was provided by Marsh & Legge, PLC Land
Surveyors.
6. Site Data.
Parcel Area.- _2�1119F U s� 3 5, 3 1 c, 1., 1`7
PIN: 6&**+62 to 7-e-
Zoning: B-2
Use: Dental Office
Proposed Parcel Area: 0.8035 acres (35,000 SF)
Front Yard Setback.- Required - 35' Provided - 35'+
Rear Yard Setback: Required - 0'
Side Yard Setback: Required - 0'
Maximum Building Height: Allowed - 35' Proposed -18'+/-
Maximum FAR: Allowed - 1.0
Proposed Total Floor Area = 2,704 sf = 0.0773 FAR
7. Buffering and Landscaping Requirements: see Landscape Notes
8. Parking Space Requirements-.
Property Line Setback� Required - 5' Provided - 5'+
Office - = 2704 sf
Required - 1 per 250 square feet = 11 spaces Provided - 16 spaces
Loading Space Requirements: Required - none
9. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HIC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29.
HC ramps off site shall be constructed per VDOT standards.
10. Environmental Features:
Wetlands - An apparent area of wetlands comprising less than 1/3 of an acre exists on the site.
Flood plains - No flood plain area has been identified on this site.
Sinkholes - No sinkholes have been identified on this site.
Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. The area of steep
slopes allowed by the code to be disturbed is 25%. The eastern portion of the site contains approximately 0.65 acres
of steep slopes. No disturbance of this area is proposed.
Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick
County Code as including largely mature trees in groves greater than 1/4 acre. The wooded area of the site Contains
immature second growth decidLIOUS vegetatioln with sorne scattered larger trees.
11 Storm water management. is provided in an existing regional facility located in the Village at Sherando development.
EROSION AND SILTATION CONTROL NARRATIVE
Project Description
The developer proposes to build a dental office on approximately 35,000 square feet of an existing 2.93 acre parcel The
total area of disturbance on the parcel is approximately 0.50 acres. Storm water runotf will discharge to an existing detention
facility via existing drainageways. Site grading will include the importation of fill material to bring the site Lip to the proposed
grades.
Existinci Site Conditions
The site is currently vacant. Slopes range from 1.0 %, to approximately 12.0%.
diacent Areas
The site is bordered on the north by the Home Plate recreational development. To the east is the Warrior Drive right-of-way.
The area to the west is residential land. The land to the south is the remainder of the parent parcel which is currently vacant.
Off -site Areas
With the exception of borrow operations, no off site disturbance or conStrUCtion activities are anticipated.
Critical Areas
The are no critical areas identified on this site.
Erosion and Sediment Control Measures
102 A 12'w by 70'1 temporary stone constrLiCtion entrance will be constructed frorn Warrior Drive. The entrance shall be
maintained in a condition which will prevent tracking or flow of mud onto the public rights -of -way. This may require
periodic top dressing with additional stone or the washing arid reworking of existing stone as conditions demand and
repair and/or cleanout of any StrLICtUres used to trap sediment. All materials spilled, dropped, washed, or, tracked
from vehicles onto roadways or into storin drains must be removed immediately The use of water trucks to remove
materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances.
3.05 Silt fence will be installed in selected locations downstrearn from the construction area as a first measure of
construction. Silt fences shall be inspected after each rainfall arid at least daily during prolonged rainfall Any
required repairs shall be inade immediately Damaged, decomposed or otherwise ineffective silt fence shall be
replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits
reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence
is no longer needed shall be dressed to conform with the existing grade arid stabilized.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile arid all
areas which will not be brought to final grade within 30 clays. Embankment or excavated slopes denuded for a period
of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction
dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched
in accordance with the schedule inClUided herein
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule inClUded herein The
anticipated time for construction completion is November 1998.
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN, PURITY(%) MIN. GERM.(%)
Sept 1 - Feb 15:
Annual Ryegrass 50 lb/ac 98 85
Winter Rye 50 lb/ac 98 85
May 1 - Aug 31:
German Millet 50 lb/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 75 lb/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 lb/ac 10- 10- 10
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be
applied to areas that are to be left dormant tor more than one year. During construction of the project, soil stockpiles shall be
stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and
permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The
contractor shall establish vegetation on all areas not otherwise stabilized according the following specification:
Seedbed Preparation.
a Scarify top 1" to 2" of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural lirnestone(140lb/1000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall feSCUe 60 lb.ac 97 85
Red clover 8 lb/ac 95 65
Ladino clover 8 lb/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Ryegrass 12 lb/ac 98 85
Winter Rye 12 lb/ac 98 85
May 1 - Aug 31:
German Millet 12 lb/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 lb/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 lb/ac 10-10-10
1 Erosion control practices shall Conform to the requirements of the Virginia Erosion and Sediment control Handbook.
2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in
place until the site is fully stabilized
3. The contractor shall perform overlot graiding to provide positive drainage and preclude ponding of water. All off site
grading and construction is to be done with the property owner's consent.
4. Cut and fill slopes shall be graded at a miaxiMUm of 2 horizontal to 1 vertical unless otherwise specified on the plans.
5. The limits of clearing and grading are restricted to the limits of the parcel.
SEQUENCE OF CONSTRUCTION
1. establish construction entrances if required
2. establish perimeter controls as required
3, clear and grub site
4. strip, stockpile and stabilize top soil
5. perform rough grading
6. construct drainage controls
7. begin facilities construction
8. perform final grading and site stabilization
9. remove all temporary sediment control structures
CONSTRUCTION NOTES
1 The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be
responsible for determining the exact location of all utilities before commencing work and for any damages which
occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than
those shown on these plans, the CONTRACTOR shall immediately notify the engineer arid take the necessary and
proper steps to protect the facility and assure the continuance of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of
approved plans and revisions shall be kept on -site at all times
3. Cut and fill slopes shall riot exceed 2-horizontal to 1-verlical unless otherwise called for on the plans,
4. Controlled Fills�
A. Controlled compaction shall occur in all till sections for pavernent, trenches for utilities and in other areas as
designated on the plans,
B Controlled tills shall be compacted to 95% density as determined by methods per standard proctor ASTM D
698. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the
existing ground Surface, unless othierwise approved in writing by a qualified soils engineer.
D. The Surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil.
The area is then to be scarified anid COMpacted to a depth of 6 inches to the same density as the Controlled fill
to be placed thereon.
E Fill material shall be taken from a1pproved borrow areas. It shall be clean soil, free of roots, woody vegetation,
oversized stories, rocks, sandy soil, or other objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. Pavement materials called for on the plans refer to standard VDOT designations.
7 BENCHMARK: corner of existing concrete slab on the property ot the Horne Plate - elevation = 746.95.
8 All radii indicate edge of gravel, edge of pavement or face of curb as applicable,
9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal.
10. The CONTRACTOR shall obtain permission from adjoining properly owners prior to conducting any off site
construction activities.
11 The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as
necessary.
12. All site arid building lighting shall be Installed to avoid spill -over onto adjoining properties.
13. Remove trees, shrubs, grass and other vegetation, improvements, or obstructions as required to permit installation of
new construction. Remove similar items elsewhere on site or premises as specifically indicated. "Removal" includes
digging out and off -site disposing of stumps and roots. Cut minor roots and branches of ti-ees indicated to rernain in a
clean and careful mariner, where such roots arid branches obstruct installation of new construction.
14 Topsoil is defined as friable clay loam surface soil found in a depth of riot less than 4 inches. Satisfactory topsoil is
reasonably free Of Subsoil, clay lumps, stones, and other objects over 2 inches in diameter, and without weeds, roots,
and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling
with underlying subsoil or other objectionable material Stockpile topsoil in storage piles in areas indicated or
directed. Construct storage piles to provide free drainage of surface water. Cover storage piles, if required, to
prevent wind erosion.
15. Clear site of trees, shrubs and other ve( elation, except for those indicated to be left standing. Completely remove
9
Stumps, roots arid other debris protruding through ground surface. Fill depressions caused by clearing arid grubbing
operations with satisfactory soil material, unless further excavation or earlhwork is indicated
16. Burning of excess materials will riot be permitted on the properly,
17, Remove waste materials and unsuitable soil from Owner's property.
18 The CONTRACTOR shall obtain a Land DiStUrbance Permit from the Frederick County Public Works Deparlinent
prior to initiating any site work.
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1 All sanitary sewer arid water supply constrUIC111011 shall conform to the current standards of the Virginia Department of
Health and the Frederick County Sanitation Authority (the "authority").
2, Water service will be provided by an extension of the Frederi(A County Sanitation Authority water main located
adjacent to the Warrior Drive right-of-way.
3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority
4. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector.
5. The Sanitation Authority shall install all water and sewer services that Connect to existing lines, The location of the
tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An
application for services Must be made and fees paid.
6. The Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The
CONTRACTOR must make application for and pay the cost of this work.
7. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a
permanent meter is set, they require: 1) the frame arid cover to be properly aligned with its meter box and yoke bar '
2) the frame arid cover to be set to the final grade of the lot-, 3) the distance between the top of the cover arid the
yoke bar be between 18 and 21 inches, 4) all components of the meter box assembly to be in proper working order, It
is the developer's responsibility to have the meter box assembly installed correctly.
LANDSCAPE NOTES
1 Fred rick County Landscaping Tabulation:
Zoning: B-2, Light Industrial District
Landscape Area Required: 15% x 35,000 sf = 5250 sf
Proposed Impervious Area: 14,500 sf
Landscape Area Proposed'. 20,500 sf = 58.57%
Parking Lot Landscaping
Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter
parking perimeter = 260 feet
shade trees provided = 260/40 = 7
Interior Landscaping Required: 1 shade tree per 10 parking spaces
total parking spaces = 16
shade trees provided = 16/10 = 2
5% of interior to be landscaped
interior area = 4,800 square feet
required Interior landscape area 240 SF
interior landscape area provided 700+/- SF
Buffering Requirements-.
The adjacent land to the east is the Warrior Drive right-of-way which requires no buffer.
The adjacent zoning to the north is B2 which requires no buffer.
The adjacent zoning to the south is B2 which requires no buffer.
The adjacent zoning to the west is RP which requires a B type buffer. The 10' landscaped easement will
generally be within the 25' inactive buffer, The buffer will contain an opaque fence element.
Plants required: 3 per 10 linear feet, >50% evergreen, >33% deciduous-, minimum of 3 species: height
4'a planting ' 206.89 If of boundary/10 * 3 = 62 plants
Plants provided: 33 evergreen + 29 deciduous+, please refer to the Plant List
2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape
Architect in the event that utilities or any other structure conflicts with the layout shown on the plan.
3. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the
event that discrepancies exist, Supply unit prices to the Owner at time of bidding.
4. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag frorn
each plant species and a list of the plant suppliers. Where any requirements are omitted frorn the Plant List, use
plants which meet the normal requirements for the variety according to the American Association of Nurserymen.
5. Plants shall be Sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, arid shall have
adequate root systems.
6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum
size on any plant will result in rejection of that plant.
7, Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan
All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a rninimurn of 4 inches
of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed, Grade
finished planting beds so as not to impede surface drainage.
8. Locate trees a minimum of 3 feet from walls or walks, if possible.
9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a ininimum, all
deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground SeCLIre tree to stakes
with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72".
10. Use shredded hardwood bark Mulch in all planting beds.
11 Remove all tags , twine arid containers frorn installed plants. Roll back burlap one third on all B&B plants
12. Plant substitutions are permitted with consent from the Landscape Architect
13 Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and
10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to
installation,
14 Plant all materials in their appropriate season The Contractor shall guarantee all plant materials arid workmanship
for a period of one year from time ot installation
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
FLO11
000,
>_000'
10 FT MAX SPACING WITH
WIRE SUPPORT FENCE
6 Fr MAX SPACING WITHOUT
WIRE SLPPORT FENCE
OR F1 TER FtRIC
� C
POST � CVELY
GH MAX-
1___� SIDE OF POST.
-RUNOFF
IRE800D
G ED)
STORAG HT
T
i
12" MIN 12* MIN.
I
;49 CTORMEPACCHT ED
I BACKFILL
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RUNOFF
IRA,/E:-
STANDARD DETAIL ALTERNATE DETAIL
TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL
NOTE.
1. INSPECT AND REPAJR �ENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMEN'r SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
3. SILT FE14CE SHALL BE PLACED ON SLOPE SILT FENCE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 1 7101, GREATER
EXISTINC
RO
FILTER FABIR C
SECTION A A
NOTE. /
SPILLWAY
SEDIMENT BARRIER
(STRAW BALE TYPE SHOWN)
USE 5ANDBAGS, STRAW aA.LES
OR ?THER APPROVED METHODS
TO HANNELIZE RUNOFF TO BASIN
AS XOUIRED.
SUPPLY
WATER TO WASH
WHEELS
IF NECESSARY.
<
<
0
FWW
<
O_ A
A 2�-3* COURSE
AGGREGATE
MIN. 6" THICK
0
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Z
DIVERSION RIDGE
P
Ln
X
PLAN
NOTES;
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDrTON THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
TEMPORARY
PRIOR TO ENTRANCE ONTO PUBUC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE
GRAVEL
ON AN AREA STABILIZED WITH CRUSHED STONE
CONSTRUCTION
THAT DRAJNS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN. ENTRANCE/EXIT
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JOHN C. LEWIS
No. 21621
A
DATE:
16JUN98
SCALE:
SHOWN
C. I.:
N A
DWG.:
RT-SHT2
SURVEY:
N A
DRAWN:
.DJ
JOB NO.:
9801032
SHEET:
2/4
03
PLANT LIST
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+ ell�
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+ BENCHMARK Ex. ASPi-AL-1
'X _R
_CONC
+ CO NER SLAB
( k+Q =746.95
ELEV,
t- MATCH EX. CIURB
N
+
+IQ
8 A)
Nit*
0, sk"50'10mE
+ A
0 + 10' ROW
6 rg . -------------- --------- 748 SF �6 39-29'- DEDICATION
oo Ap\,
L
TC
47.60 51.30
mu
+
CLEAR LOT iAR
VSTALL LA
INSTALL LA
+
r-i\s I 1 0 CD f
TC 0)/ PROPOSED 0 C E q C
.60
2,704.00 SF
FF=752.00
Ps
0 T
50.10
51.40
51.80
51.93
TC
FUTURE 51 40 AR
PARKING C
AREA 00 R
5'R
1. 0
TC
1.00
49.60
A
C14
C
C
R 0 +
'R
TC 5' 5'R
PROPOSED MAN HOLE
RIM = 750.00
INV. IN = 744.20
INV. OUT = 744.00
SANITARY SEWER AND WATER SERVICE
MAINS TO BE INSTALLED BY OTHERS
SEE PLANS FOR WARRIOR DRIVE SEWER AND
WATER BY CLIFFORD & ASSOCIATES DATED
5/19/98; PROJECT NO. 9210
OD
F.C.S.A. INSTALL 4"0 SANITARY SEWER LATERAL
BENEATH ROAD BY JACK & BORE OR OTHER
MEANS ACCEPTABLE TO VDOT.
INSTALL LATERAL AT A MINIMUM SLOPE
OF 2.08% TO WITHIN 5' OF THE PROPOSED
BUILDING. COORDINATE INSTALLATION OF WYE
CONNECTION WITH CONTRACTOR FOR THE
SEWER INSTALLATION.
F.C.S.A. INSTALL 1"0 TYPE K COPPER WATERLINE
BENEATH ROAD BY JACK & BORE OR OTHER
MEANS ACCEPTABLE TO VDOT.
INSTALL LINE TO 3/4" X 5/8- METER AND
CONTINUE LINE TO WITHIN 5' OF THE PROPOSED
BUILDING. COORDINATE INSTALLATION OF CORP. STOP
CONNECTION WITH CONTRACTOR FOR THE
WATERLINE INSTALLATION.
49.20 AR #1
cb
A
+
TC PROPOSED MAN HOLE 2
50.00 END ROAD SECTION RIM = 753.80
+Q 5'R A[ PROPERTY LINE INV. IN = 747.00
Q, \ 01 INV. OUT 746.80
+
50, 0 51.20 3:1 TAPER
PROP. 6' TC
WOODEN FENCE 49
(SEE DETAIL) SF
0 Ff
C-, V%) T + +V1
011
MATCH EX. R4Y.-,, FH
-------------- ASSY. 20 0 20
20 PA(
ob� INSTALL 4' X 4' CONCRETE Sccle I At 20 ft
5' GATE W/LOCK -,,APRON IN CURB CUT FOR
NAINAGE. END CURB WITH�0' OP
12",NOSE DOWN (TYP) +
LAY kLD IN DRAINAGE +
SWALE.
DRAINAGE EASEMENT\,
+
246
+
/+
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AR
11
Acer rubrum
Red Maple
2 1/2"-3 cal.
Ff
20
Forsythia intermedia
Border Forsythia
4'- 5' B&B
6' cc
,fL?
1 13
Ilex opoca
American Holly
4'- 5' B &B
10' cc
PN
20
Pinus nigra
Austrian Pine
4'- 5' B&B
1 ()' cc;
vp T
9
Viburnum plicaturn tomentosum
Doublefile Viburnum
4'- 5' 8 &B
6' cc
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
3.05
SILT FENCE
X--X-X-X
3.30
TOPSOILING
3,31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
3.35
MULCHING
a
PROPOSED MAN HOLE 3
RIM = 755.45
INV. OUT = 749.45
BLOW -OFF
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JOHN C. LEWIS
No. 21621
OA
IONAL
DATE: SURVEY:
16JUN98 M&L
SCALE: DRAWN:
1 " = 20' JCL
C. 1. JOB NO.:
2' 9801032
DWG.: SHEET:
RT-SHT3. 3/4
2" SM-2A
8" 21—A
WWI
COMPACTED SUBGRADE
gzp'l I —
ON SITE PAVEMENT DETAILS
NOT TO SCALE
EXP. JT. MAT'L �
EXISTING OR PROPOSED CURB(TYP)
WHERE SHOWN ON PLANS
4" CRUSHED STONE
(3000 PSI) 4" CONIC
6 X 6-2.9 WWF(l.5" MIN CLEAR)
TYPICAL SIDEWALK/CURB DETAIL
NOT TO SCALE
—12" x 18" STND.
_STND. U-CHANNEL POST
— PROP. GROUND
RESENVED
PARKING
IR
VAN
ACCESSIBLE
VAN
ACCESSIBLE
SIGN
—EXISTING ROAD
VAN ACCESSIBLE SIGN---�
ACCESSIBLE
NOT TO SCALE
V�
z
0—
Q:�
NOTE:
0 z _u
CG-6
COMBINATION 6"
CURB & GUTTER
NOT TO SCALE
TO BE USED IN THE VDOT RIGHT—OF—WAY
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE
(3000 PSI) 4" CONIC
6x6xWI.4xWl.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
END OF STALL - STRIPE OR CURBING
SOLID BLUE
WHITE SYMBOL PER ADA
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS SHOWN ON PLANS.
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT- NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
PARKING LAYOUT
uj
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F__ < 0
V) a_ 4' SIDEWALK
5<- ll,
VARIES VARIES
CROSS SLOPE = 112":l' 1
OR MATCH EX_ (-Pn,:,-Q q,
7
CG-6
1.5" SM-2A
__171 I C
3" BM-2
T�7,
8 11 21-B
1 29p
COMPACTED SUBGRADE
ENTRANCE SECTION
NOT TO SCALE
CG-6R
COMBINATION 6
NOT TO SCALE
CURB & GUTTER' REVERSED
2x4 TOP RA
lx6 BOARD,
FRONT & B�
TOE NAIL E�
W/2-8d(EA.
2x4 MID RAI
8'-4x4 POS
2x4 BOT. Ri
ATTACH RAI
DE W/3 -10 d (E �
12" DIA. PO
FILL W/CONI
ALL LUMBER IU HE HNE�i�31_INE INLAILL) YLLLUW HINIL NU. 2.
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
CONSTRUCT (1) 5' GATES SIMILAR. PROVIDE GATE LATCH.
PROPOSED FENCE DETAIL
NOT TO SCALE
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C. LEWIS
No. 21621
DATE: SURVEY:
16JUN98 NA
SCALE: DRAWN:
AS SHOWN JCL
C. I.: JOB NO,-.
NA
9801032
DWG.:
SHEET:
RT-SHT4.
4/4
FREDERICK COUNTY, VIRGINIA
ABBREVIATIONS
ASSY
ASSEMBLY
BF
BASEMENT FLOOR
BILK
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGH1
BSBD
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PI - ACE CONCRETE
CMF
CONCRETE MONJMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA
DIAMETER
DS
DOWNSPOUT
EDP
EDGE OF PAVEMENT
FF
FIRSI FLOOR
FFE
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FC,
FACE OF CUTTER
FH
FIRE HYDRANT
F, i - � S
FIRE LANE SIGN
G CL
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE B113
HDR CURB
6' HEADER CURB
HP
HIGH POINT
HIR
HEATER
I P F
IRON PIPE F OUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
LT
LIGHT
MILP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S�
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
04
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PVM1
PA VEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED
REDUCER
R.O.
ROCK OUTCROP
SAN
SANITARY
STD
STANDARD
T B.D
TO BE DEMOLISHED
T B.R
TO BE REMOVED
T B-P
TO BE PRESERVED
TB
HRUSJ BLOCK
C
TOP OF CURB
TF�_
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
VIST
TELE ION RISER BOX
TYP
TYPICAL
UGE
6NDERGRDUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
lo/ATER METER
WPP
\A/DOD POWER POLE
WTP
',A/ODD TELEPHONE POLE
WV
\A/ATER VALVE
5'R
RADIUS IN 'FEET
X00,00
PROPOSED SPOT ELEVATION
x(00,00)
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED P11-CH
IN THE GUTTER PAN: PITCH TO BE
cm 1/2' PER FOOT TRANSITION THE CUTTER
OVER A 10' LENGTH (TYP),
',.7irgini,i Department of 'Franspoitation
Staunton District
Rev '1/95 page I of 1
GENERAL NOTES FOR ENTRANCE PLA14S
VDO General LTQL"
V1. All work on this Vroject 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 an- ot
J
these standards, specifications or plans, the most
stringent shall govern.
V2. All construction shall comply with the latest, U.S
Department of Labor Occupational Safety & flealLh
Administration arid VOSH Rules & Regulations.
V3. When working on VDOT right of way, all traffic,
control, whether permanent, or temporary, shall lie in
accordance with the current edition of VDOT's work
area protection manual. Furthermore, all traffic
control flaggers must be certified in accordance wiLh
VDOT's January, 1994 (or latest edition of) Road
Bridge Specifications, Section 104.04-C.
V14. Design features i-elating Lo consiLruction or t-(,,
regulation, control and safety of traffic may be
subject to change as deemed necessary by VDOT.
VI]t. Prior to initiation of work, Contract -or shall be
responsible for acquiring all necessary VDOT land usc-
permits for any work on VLOT right of way.
V6. if required by the local VDOT Residency Office, 'i
preconstruction conference must be arranged and lield
by the engineer and/or developer with the attendance
of the contractor, various County agencies, utility
companies and VDOT prior to initiation of work.
V7. Contractor shall notify the local VDOT Residency
Office when work is to begin or cease for any
undetermined length of time. VDOT will also iequi.Le
48 hours notice for any inspection.
V8. The Contractor will be responsible for maintaining
adequate access to the project from the adjacent
public roadway through construction and maintenance of
a construction entrance in accordance with the
Virgini-o--Erogion & Sediment Control Handbook,Sec 3.01
Purthermore, access to other properties affected by
this project shall be maintained through construction.
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RIGHT- OF -WAY DEDICATION
AREA - 1355,68 SQUARE FEET
1P_ TRAFFIC IMPACT
DATA SOURCE: ITE MANUAL, FIFTH EDITION
LAND USE: 630-CLINIC
PROPOSED FULL TIME DOCTORS - 2
TRIPS BASEL) ON 2 FULL nME DOCTORS
WEEKDAY:
PEAK HOUR: 4 43 X 2 8 86 TRIPS
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2266
&G ADMZ_IN_1S\1TRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE(9) YEARS FROM DATE OF APOROW,1
LIST OF DRAWINGS:
SHT, 1 /4: COVER SHEET
SHT 214.- NOTES
SHT. 3/4: SITE PLAN
SHT. 4/4: CONSTRUCTION DETAILS
volkLT11
(C
Eivi
NO. 0211621 'A0
0 L
101
RUWEH=LEW'80J9 Lff OLA�a
-502 South E3raddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5-/792
Facsimile (540)662-5793
JOB NO.: 9801032
16JUN98
FT 7
1/4
GENERAL NOTES
1 The properly delineated on this plan is located on Warrior Drive near Ivory Drive Lane, in the Opequon Magisterial Nurse Grass -(season dependent) LANDSCAPE NOTES
District in the County of Frederick, Virginia. The developer of the property proposes to construct a dental office oil a Sept 1 - Feb 15:
portion of a 2.93 acre tract. Presently, the tract is vacant. A lot will be subdivided from the parent tract during the Annual Ryegrass 12 lb/ac 98 85 1 Frederick County Landscaping Tabulation:
construction phase of the project. The proposed lot boundaries are shown on these plans. Winter Rye 12 lb/ac 98 85 Zoning: B-2, Light Industrial District
May 1 - Aug 31'. Landscape Area Required: 15% x 35,000 sf = 5250 sf
2, Property Developer: Contact. Mr. Richard Taliaferro German Millet 12 lb/ac 98 85 Proposed Impervious Area 14,500 sf
203 Salem Church Road or Landscape Area Proposed: 20,500 sf = 58.57%
Stephens City, VA 22655 Telephone-. 540-869-2600 Feb 16 - Apr 30:
Annual ryegrass 12 lb/ac 98 85 Parking Lot Landscaping
3. Property Owner: Contact: Dr. John McAllister Mulch: 1.5 ton/ac small grain straw Perimeter Landscaping Required: 1 shade tree per 40 feet of perimeter Q_
125 Medical Circle Fertilizer: 1000 lb/ac 10-10-10 parking perimeter = 260 feet
Winchester, VA 22602 Telephorie� 540-667-1828 shade trees provided 260/40 = 7
1 Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook.
4 Engineer/Landscape Architect'. Contact: Mr. John Lewis 2. All perimeter sediment contirol devices shall be erected prior to any land disturbing activities and shall remain in Interior Landscaping Required- 1 shade tree per 10 parking spaces Q
PAINTER-LEWIS, P.L.C. place until the site is fully stabilized. total parking spaces = 16
302 South Braddock Street, Suite 200 3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site shade trees provided 16/10 = 2
Winchester, Virginia 22601 Telephone: (540) 662-5792 grading and construction is to be done with the property owner's consent. 5% of interior to be landscaped
4. Cut and fill slopes shall be graded at a maximurn of 2 horizontal to 1 vertical unless otherwise specified on the plans. interior area x 4,800 square feet
5� Property boundary and topographic information shown on these plans was provided by Marsh & Legge, PLC Land 5. The limits of clearing and grading are restricted to the limits of the parcel. required interior landscape area 240 SF
Surveyors. SEQUENCE OF CONSTRUCTION interior landscape area provided 700+/- SF
6. Site Data. 1 establish construction entrances if required Buffering Requirements: Q
Parcel Area: 3 5, 3 -10 1�, F 2. establish perimeter controls as required The adjacent land to the east is the Warrior Drive right-of-way which requires no buffer.
PIN: ??t, - p4 - I o 7-e- 3. clear and grub site The adjacent zoning to the north is B2 which requires no buffer.
Zoning: B-2 4. strip, stockpile and stabilize top soil The adjacent zoning to the south is B2 which requires no buffer.
Use: Dental Office 5. perform rough grading The adjacent zoning to the west is RP which requires a 6 type buffer. The 10' landscaped easement will
Proposed Parcel Area: 0.8035 acres (35,000 SF) 6. construct drainage controls generally be within the 25' inactive buffer. The buffer will contain ail opaque fence element.
Front Yard Setback: Required - 35' Provided - 35'+ 7. begin facilities construction Plants required: 3 per 10 linear feet: >50% evergreen >33% deciduous" minimum of 3 species, height
LAJ
Rear Yard Setback: Required - 0' 8. perform final grading and site stabilization 4' (§ planting 206.89 If of bounclary/1 0 * 3 = 62 plants
Side Yard Setback: Required - 0' 9. remove all ternporary sediment control structures Plants provided� 33 evergreen + 29 deciduous, please refer to the Plant List
Maximum Building Height: Allowed - 35' Proposed -18'+/-
Maximum FAR: Allowed - 1.0 CONSTRUCTION NOTES 2. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape
Proposed Total Floor Area = 2,704 sf = 0.0773 FAR Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. _J
1 The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be 0
7. Buffering and Landscaping Requirements: see Landscape Notes responsible for determining the exact location of all utilities before commencing work and for any clarnages which 3. Verify the (juantities shown oil the plant list with totals indicated oil the plan. Contact the Landscape Architect in the
occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than event that discrepancies exist. Supply unit prices to the Owner at time of bidding.
8, Parking Space Requirements: those shown oil these plans. the CONTRACTOR shall immediately notify the engineer and take the necessary arid LAJ
1.- 0
Property Line Setback: Required - 5' Provided - 54 proper steps to protect the facility and assure the continuance of service. 4� All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from
Office - = 2704 sf each plant species and a list of the plant suppliers. Where any requirements are ornitted from the Plant List, use
Required - 1 per 250 square feet = 11 spaces Provided - 16 spaces 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of plants which meet the normal requirements for the variety according to the American Association of Nurserymen.
Loading Space Requirements: Required - none approved plans and revisions shall be kept on -site at all times. _J
5. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have LAJ
9. Handicap Accessibility: 3. Cut and fill slopes shall not exceed 2-horizontal to I -vertical unless otherwise called for on the plans. adequate root systems. =
HC parking spaces shall have a maximum slope of 1:50. W In
HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. 4. Controlled Fills: 6. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum LLJ
HC ramps off site shall be constructed per VDOT standards. A. Controlled compaction shall occur in all fill sections for pavernent, trenches for utilities and in other areas as size on any plant will result in rejection of that plant.
designated on the plans. L.Li
10, Environmental Features: 5 per standard proctor ASTM D
Wetlands - An apparent area of wetlands comprising less than 1/3 of an acre exists on the site. B. Controlled fills shall be compacted to 95% density as determined by method 7. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown oil the plan
Flood plains - No flood plain area has been identified on this site. 698. Density shall be verified by a qualified soils engineer. All mulched beds shall be curvilinear in shape following the contour of the plant mass, Apply a minimum of 4 inches
C. Controlled fills shall be! compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade 0 0
Sinkholes - No sinkholes have been identified on this site. existing ground surface, unless otherwise approved in writing by a qualified soils engineer. finished planting beds so as not to impede surface drainage.
Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. The area of steep D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil.
slopes allowed by the code to be disturbed is 25%. The eastern portion of the site contains approximately 0.65 acres < 0
The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill 8. Locate trees a minimum of 3 feet from walls or walks, if possible. cl�
of steep slopes. No disturbance of this area is proposed. to be placed thereon. L&J
Woodlands -No woodlands have been identified on this site, Woodlands are generally defined by the Frederick E, Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, 9. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all
County Code as including largely mature trees in groves greater- than 1/4 acre. The wooded area of the site contains oversized stones, rocks, sandy soil, or other objectionable material. deciduous trees shall be double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes
immature second growth deciduous vegetation with some scattered larger trees. 5. Blasting is not permitted wiffiin 25 feet of existing utilities without owner permission. with #9 galvanized wire guys with rubber hose connections, Stakes shall be 2" x 2" x 72",
11, Storm water management. is provided in an existing regional facility located in the Village at Sherando development. 6 Pavement materials called for on the plans refer to standard VDOT designations. 10. Use shredded hardwood bark mulch in all planting beds.
7. BENCHMARK.- corner of existing concrete slab on the property of the Home Plate - elevation 746.95. 11, Remove all tags , twine and containers from installed plants. Roll back burlap one third oil all B&B plants
EROSION AND SILTATION CONTROL NARRATIVE
12. Plant substitutions are permitted with consent from the Landscape Architect. EXTRA STRENGTH FILTER FABRIC
Proiect Description 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. NEEDED WITHOUT WIRE MESH SUPPORT
La >-
The developer proposes to build a dental office on approximately 35,000 square feet of ail existing 2.93 acre parcel. The 13. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and
total area of disturbance on the parcel is approximately 0.50 acres. Storm water runoff will discharge to an existing detention 9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal. 10-6-4 granular fertilizer per 100 square feet of area. Remove any turt, weeds or other vegetation completely prior to STEEL OR
facility via existing drainageways. Site grading will include the importation of fill material to bring the site up to the pr(,posed installation. WOOD POST
grades. 10. The CONTRACTOR shall obtain permission frorn adjoining property owners prior to conducting any off site
Existing Site Conditions construction activities. 14. Plant all materials in their appropriate season, The Contractor shall guarantee all plant materials arid workmanship cr- 5
The site is currently vacant. Slopes range from 1.0 % to approximately 12.0%. for a period of one year from time of installation. 5 c)
Adiacent Areas 11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as
The site is bordered oil the north by the Home Plate recreational development. To the east is the Warrior Drive right-of-way. necessary. 10 Fr MAX SPACING WITH C)
The area to the west is residential land. The land to the south is the remainder of the parent parcel which is currently vacant. VARE SUPPORT FENCE Ne
8 FT "X SPACING WITHOUT
Off -site Areas 12, All site and building lighting shall be installed to avoid spill -over onto adjoining properties. _�WIRE SLPPORT FENCE
With the exception of borrow operations, no off site disturbance or construction activities are anticipated. LLA F2
Critical Areas 13. Remove trees, shrubs, grass and other vegetation, improvements, or obstructions as required to permit installation of LL_ LAJ
The are no critical areas identified on this site. new construction. Remove siimilar items elsewhere on site or premises as specifically Indicated. "Removal" includes Q
digging out and off -site disposing of stumps and roots. Cut minor roots and branches of trees indicated to remain in a PONDING HT. PONDING HT.
Erosion and Sediment Control Measures clean and careful manner, where such roots and branches obstruct installation of new construction, LA_
102 A 12'w by 70'1 ternporary stone construction entrance will be constructed from Warrior Drive, The entrance shall be STEEL OR FFIER F
ID POST A, A% A URELY U
TC
SI
�7 U 1 0
IF HIGH MAX-, TO , W
Aing or flow of mud onto the public rights -of -way. This may require SIDE OF OST.
maintained in a condition which will prevent trac 14 Topsoil is defined as friable clay loarn surface soil found in a depth of not less than 4 inches. Satisfactory topsoil is _Z
periodic top dressing with additional stone or the washing arid reworking of existing stone as conditions demand and reasonably free of subsoil, clay lumps. stones, and other objects over 2 inches in diameter, arid without weeds. roots, RUNOFF RUNOFF of
repair and/or cleanOUIt of any structures used to trap sedimeni. All materials spilled, dropped, washed, or tracked and other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling 1,REd;IJMOED)
STORAGE HT.
from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove with underlying subsoil or other objectionable material. Stockpile topsoil in storage piles in areas indicated or od. -
materials dropped, washed, or tracked onto roadways will riot be permitted under any circumstances. directed. Construct storage piles to provide free drainage of surface water. Cover storage piles, if required, to
T 7"'
3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of prevent wind erosion. 12' MIN. 12" MIN.' -;:-
construction. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any
4�'x6" TR CH
WITH CO ACTED GRAVEL
required repairs shall be rnade immediately. Darnaged, decomposed or otherwise ineffective silt fence shall be 15. Clear site of trees, shrubs and other vegetation, except for those Indicated to be left standing. Completely remove L BACKFILL 0
0
replaced. Sediment deposits should be rernoved after each storm event. They must be removed when deposits stumps, roots and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing IN
reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence operations with satisfactory soil material, unless further excavation or earlhwork is indicated. STANDARD DETAIL ALTERNATE DETAIL
is no longer needed shall be dressed to conform with the existing grade and stabilized @i3 0)
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile arid all TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL :t 0
areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period 16 Burning of excess materials will not be permitted on the property. :3 (D
NOTE:
of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated Construction 17. Remove waste materials and unsuitable soil from Owner's property, 1. INSPECT AND REPAIR ;ENCE AFTER EACH Ln Ln
dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched STORM EVENT AND REMOVE SEDIMENT WHEN 4-1
NECESSARY. Q)
in accordance with the schedule included herein. 18, The CONTRACTOR shall obtain a Land Disturbance Permit from the Frederick County Public Works Department 2. REMOVED SEDIMENT SHALL BE DEPOSITED Q)
TO AN AREA THAT WILL NOT CONTRIBUTE L_ C)
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The prior to initiating any site work, SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
anticipated time for construction completion is November 1998. STABILIZED
3 , SILT FENCE SHALL BE PLACED ON SLOPE SILT FENCE 0 0
3.35 All seeded areas will be mulched in accordance with the schedule included herein. FREDERICK COUNTY SANITATION AUTHORITY NOTES CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 't "j-
0 > Ln Lf)
DIVERSION RIDGE REQUIRED 0
Temporary Seedin WHERE GRADE EXCEEDS 2% -0
1 All sanitary sewer and water supply construction shall conform to the current standards of the Virginia Department of OR GREATER a L_ q) (1)
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Health and the Frederick County Sanitation Authority (the "authority"). 99 C) Q) C
Sept 1 - Feb 1 5� EXI�TING 4�
M V) 0 E
ROA
Annual Ryegrass 50 lb/ac 98 85 2. Water service will be provided by an extension of the Frederick County Sanitation Authority water main located
U)
Winter Rye 50 lb/ac 98 85
adjacent to the Warrior Drive right-of-way. FILTER FABR C U Q) 0
Z 0
Mayl -Aug 31� SECTION A A C:
German Millet 50 lb/ac 98 85 0
or 3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority. NOTE V)
Feb 16 - Apr 30. SPILLWAf E SIDBAGS, STRAW BALES
4 Exact locations of water and sewer services oil new lines are to be coordinated with the Authority's inspector. US R APPROVED METHODS
Annual ryegrass 75 lb/ac 98 85 SEDIMENT WRIER OR CHNE 0
HA
TO HANNELIZE RUNOFF TO BASIN
(STRAW BALE TYPE SHOWN) EOU
Mulch: 1.5 ton/ac small grain straw 5 The Sanitation ALIth0fity shall Install all water and sewer services that connect to existing lines. The location of the AS EQUIRED.
Fertilizer: 1000 lb/ac 10-10-10 SUPPLY WATER TO WASH
tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. An WHEELS IF NECESSARY.
application for services must be made and fees paid.
Permanent Stabilization
& The Authority shall tap all existing water lines. They will furnish the materials for and make the tap. The
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be
CONTRACTOR must make application for and pay the cost of this work. OP
applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be 0
stabilized Of Protected with sediment trapping measures The contractor is responsible for the temporary protection and 7.
The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a
-manent stabilization of all soil stockpiles on site as well as so -ansporled frorn the project site. The
pei III intentionally ti
permanent meter is set, they require: 1) the frame arid cover to be properly aligned with its meter box arid yoke bar- 0
contractor shall establish vegetation oil all areas not otherwise stabilized according the following specification: < A 2`--V COURSE JjDHN C. LEWIS
2) the frame and cover to be set to the final grade of the lot: 3) the distance between the top of the cover arid the AGGREGATE No. 21621
yoke bar be between 18 and 21 inches, 4) all components of the meter box assembly to be in proper working order It MIN. 6" THICK
Seedbed Preparatiow
a. Scarify top 1" to 2" of soil after final grades have been achieved.
OA
is the developers responsibility to have the meter box assembly installed correctly.
0
b. Add 3 tons per acre pulverized agricultural limestone(l 40lb/1 000sf). 0� IONAL
SEED TYPE RATE MIN. PURITY(%) MIN. GERMJ��J 0 DIVERSION RIDGE
Z
Tall fescue 60 lb.ac 97 85 P:
I LI)
Red clover 8 lb/ac 95 65 X
Ladino clover 8 lb/ac 95 65 PLAN D A TE: SURVEY:
16JUN98 N A
NOTES:
1. THE ENTRANCE SHALL BE MAINTAJNED IN A
CONDITION THAT WILL PREVENT TRACKING OR SCALE: DRAWN:
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -
OF -WAY. THIS MAY REQUIRE TOP DRESSING, SHOWN ;DJ
REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY. WHEELS SHALL BE CLEANED MMPORARY C. I.: JOB NO.:
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE GRAVEL NA 9801032
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAJNS INTO AN APPROVED SEDIMENT TRAP CONSTRUCTION
OR SEDIMENT BASIN. ENTRANCE/EXIT D WG.: SHEET:
RT-SHT2. 2/4
+
EX, ASPHAL-1 +
+ LQLMARK
0 NER CONC. SLA��
1CCrR 1p
1+ ELEV.=746-95 11. 4�
01 FL� >e
EX, CHAIN LINK. FENC'-- MATCH EX. CURB
S
4
+
27
10NE -11
Arl F
+ �L36,150
NG SEJ
I.b 5' PARKI -10' ROW
6 IL7 ---- -------------- ---------- 74 ------- - SF -5� -30 39-29' DEDICATION
10 AR\,
Ff
�4
Qy'
+
TC
47.60 51.30
Ps MU
++ __s TOO
r4
+
CLEAR- LOT \A
AR
IN�5TALL LA,
0C
TC
PROPOSED 0 C E q C.
6.60 4 +
+ 4.00 SF LO rn
2,704.00 SF
FF=752-00
EX. PUND ko
s T
50.10
51.40
51.80 52,C)O, +Q- I
51.9
51.93
3r
+ TC
<1\ FUTURE 51 40 A,9
PARKING Z.
AREA 5 .0 R
5'R
TC
1,00
49.6D
A
C%4
C
.6 0
5'R 4-
TC I 5'R
00
PROPOSED MAN HOLE 1
RIM = 750.00
INV. IN = 744.20
INV. OUT = 744.00
SANITARY SEWER AND WATER SERVICE
MAINS TO BE INSTALLED BY OTHERS
SEE PLANS FOR WARRIOR DRIVE SEWER AND
WATER BY CLIFFORD & ASSOCIATES DATED
5/19/98; PROJECT NO. 9210
F.C.S.A. INSTALL 4"0 SANITARY SEWER LATERAL
BENEATH ROAD BY JACK & BORE OR OTHER
MEANS ACCEPTABLE TO VDOT.
INSTALL LATERAL AT A MINIMUM SLOPE
OF 2.08% TO WITHIN 5' OF THE PROPOSED
BUILDING. COORDINATE INSTALLATION OF WYE
CONNECTION WITH CONTRACTOR FOR THE
SEWER INSTALLATION.
F.C.S.A. INSTALL 1"0 TYPE K COPPER WATERLINE
BENEATH ROAD BY JACK & BORE OR OTHER
MEANS ACCEPTABLE TO VDOT.
INSTALL LINE TO 3/4" X 5/8" METER AND
CONTINUE LINE TO WITHIN 5' OF THE PROPOSED
BUILDING. COORDINATE INSTALLATION OF CORP. STOP
CONNECTION NTH CONTRACTOR FOR THE
WATERLINE INSTALLATION.
�02
Zv
49.20
AR
".01
A
TC
PROPOSED MAN HOLE 2
50.00
5'R
0.7
END ROAD SECTION RIM = 753.80
AT PROPERTY LINE INV. IN = 747.00
�a
INV. OUT 746.80
+
0. 0 4R
51.
3:1 TAPER
PR0P. 6
WOODEN �ENGL
TC
49. 0
f
(SEE DETAIL)
SF.
0 f-I
Y'\
16
)?
C_� 15 VIA'T +
+ I I
MATCH EX. F4t-,' FH 20 0
ro
+ INSTALL 4' X 4' CONCRETE
5' GATE W/LOCK -,,APRON IN CURB CUT FOR
NAINAGE. END CURB WITH�0
12' NOSE DOWN (TYP)
LAY kLD IN DRAINAGE
SWALE.
DRAINAGE EASEMENT
Ilk
+
PLANT LIST
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AA'
11
Acer rulbrurn
Red Maple
2 1/2"-3 cal.
Ff
20
Forsythia intermedia
Border Forsythia
4'- 5' B &B
6' cc
r
.0
13
Ilex o.paca
American Holly
4'- 5' 8 &B
10' cc
PN
20
Pinus nigro
Austrian Pine
4'- 5' 8 &B
10' cc
VPT
9
Viburnum plicaturn tomentosum
Doublefile Viburnum
4'- 5' 8 &B
6' cc
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
3.05
SILT FENCE
x x x X
3.30
TOPSOILING
3.31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
3.35
MULCHING
+ Q tON
-----------
ASSY.
20
sc C/e 1 20 At
+
+ Q6
+
/+
50
PROPOSED MAN HOLE 3
RIM = 755.45
INV. OUT = 749.45
0
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Oil,
U JOHN C. LEWIS
No. 21621
1 Lllo
IONAL
DATE:
SURVEY:
16JUN98
M&L
SCALE:
DRAWN:
1 " = 20'
JCL
C. I.:
JOB NO.:
2'
9801032
DWG.:
SHEET:
RT-SHT3.
3/4
2" SM-2A
8" 21 —A
COMPACTED SUBGRADE—
ON SITE PAVEMENT DETAILS
NOT TO SCALE
EXP. JT. M
EXISTING OR PROPOSED CURB(TYP)
WHERE SHOWN ON PLANS
4" CRUSHED STONE
(3000 PSI) 4" CONC
6 X 6-2.9 WWF(l.5" MIN CLEAR)
TYPICAL SIDEWALK CURB DETAIL
NOT TO SCALE
5
—12" x 18" STND.
— STND. U-CHANNEL POST
PROP. GROUND
'3 'RESERVED
PARKING
l(K-1
VAN
ACCESSIBLE
VAN
ACCESSIBLE
SIGN
EXIaL�G ROAD
VAN ACCESSIBLE SIGN
U)
z
n
ry
LIJ
cl-
NOTE:
b Z — u
CG-6
COMBINATION 6
CURB & GUTTER
NOT TO SCALE
TO BE USED IN THE VDOT RIGHT-OF-WAY
(SEE VIDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
OR AS SHOWN ON PLANS)
4" CRUSHED STONE
(3000 PSI) 4" CONIC
6x6xWI.4xWl.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
END OF STALL - STRIPE OR CURBING
SOLID BLUE
WHITE SYMBOL PER ADA
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS SHOWN ON PLANS.
ALL CONSTRUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
ACCESSIBLE PARKING LAYOUT
NOT TO SCALE
uj I-
Lj
>
CL
V)
x
uj 0
VARIES
CROSS SLOPE = 112":1'
OR ATCH EX. CROSS SLOPE
ENTRANCE SECTION
NOT TO SCALE
4' SIDEWALK
VARIE
Lli
z
0
ft�
CG-6R
COMBINATION 6 CURB & GUTTER REVERSED
NOT TO SCALE
2x4 TOP RA
lx6 BOARD,
FRONT & BA
TOE NAIL E�
W/2-8d(EA.
2x4 MID RAI
8'-4x4 POS
2x4 BOT. R�
ATTACH RAII
)E W/3-10d(EA
12" DIA. PO'
FILL W/CON(
ALL LUMHLK JU t3L HHE�)t�UKL INLAILD YLLLUW HINL NU. 2.
ALL HARDWARE TO BE HOT -DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
CONSTRUCT (1) 5' GATES SIMILAR. PROVIDE GATE LATCH.
PROPOSED FENCE DETAIL
NOTTO SCALE
07W,
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LLJ 72
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QC0
u
. LEWIS
No. 21621
N��'S�IONAL
DATE: SURVEY:
16JUN98 NA
SCALE: DRAWN:
AS SHOWN JCL
C. I.: JOB NO.:
NA 9801032
DWG.: SHEET:
RT-SHT4. 4/4