HomeMy WebLinkAbout11-05 CVS Pharmacy - Pharmacy - Opequon - BackfileGE ERAL NOTES
1. The property delineated on this plan is located at the intersection of Warrior Drive
and Tasker Road in the County of Frederick, Virginia. The site is currently vacant. The
developer/owner of the property proposes to construct a, CVS Pharmacy building on a
2.39 acre site. The primary site entrance will be from Warrior Drive. A secondary point
of access will be constructed from Tasker Road.
2. Property Owner
JASBO INC.
P.O. Box 480
Stephens City, Virginia 22655
3. Developer:
JEM X, LLC
P. 0. Box 3538
Gastonia, NC 28054-0020
Contact: Mr. Danny Laycock
Telephone: (704) 867-4628
4. Engineer/Landscape Architect: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C.
Boundary information was taken from existing records.
6. Site Data:
Parcel Area: 2.374 Acres
P.I. N:
75-A-105
Zoning:
B-2
Magisterial
District: Opequon
Existing Use: Vacant
Proposed
Use: CVS Pharmacy
Front Yard Setback (R.O.W.):
Required- 50'
Rear Yard
Setback:
Required- 0'
Side Yard
Setback:
Required- 0'
Maximum
Building Height:
Allowed- 35'
F.A.R.
Allowed- 1.0
Total Building First Floor Area= 13,013 sf
Total Mezzanine Area= 1,378 sf
Total Building Floor Area= 14,391 sf
Provided-
75'
Provided-
65'
Provided-
110'
Proposed-
30'
Provided-
0.149'
Greenspace; Required- 15% (0.356 acres) Provided- 41 % (0.833 acres)
Impervious Area: Allowed- 85% Proposed- 61.9% (1.47 acres)
Total Building Footprint Area= 13,613 sf
Total Asphalt Pvmt. Area= 46,790 sf
Total Concrete Pvmt. Area= 3,635 sf
Total= 64,039 sf
7. Parking Space Requirements:
Property Line Setback:, Required- 5'
Provided- 13'
Parking Spaces: Required-(1)
space per 250sf of office space
office area:
1,1 1 1 sf/250=4.4 spaces
(1) space per 200sf of retail space
retail area: 9,913sf/200=49.5 spaces
(1) space per emp. for storage/auxilliary space
storage/aux.
areas: 3,367sf/4 emp.-4 spaces
Required-
57.9 spaces
Provided-
66 spaces including (3) Handicap spaces
Loading Space: Required-
(1) space for 30,000sf-100,000sf of floor area
None Required (22,360 sf proposed)
Provided-
None
8. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC ramps off site shall be constructed per VDOT standards.
9. Landscaping, Buffers, and, Screening: See Sheet 12.
10. Lighting: Parking Areas shall have pole mounted area lights. All proposed lights shall
be oriented to preclude any off -site illumination.
11. Trash Receptacles: (1) Dumpster with masonry screening fence
12. Signs: All
signs proposed for this development shall conform to section
165-30 of the Frederick County Zoning Ordinance.
13. Storm Water Management is provided by an underground storm water detention
facility along
the eastern and northern limits of the parking areas. Please refer to the
Storm Water
Management Report provided by Painter -Lewis, P.L.C.
14. Environmental Features:
Wetlands-
No wetlands have been identified on this site.
Flood plain-
According to the Flood Insurance Rate Map for Community Panel
Number: 510063-0200 no floodplains exist on or near this site.
Sink Holes-
No sink holes have been identified on this site.
Steep Slopes-
No steep slopes have been identified on this site.
Woodlands-
The site contains approximately 2 acres of woodlands.
15. The owner
of the parcel shall be responsible for the maintenance of the adjoining
sidewalk and
asphalt trail shown in the public right-of-way.
16. All utilities connected to this site shall be placed underground.
17. This site plan is being submitted under an approved Master Development Plan titled
"Land Bays 1-7 for Land Along Tasker Road" and signed on September 22, 2004. This
proposed site plan is subject to the following restrictions:
The following uses are not allowed:
Automotive dealers
Gasoline service stations(pumps at convenience stores are allowed)
Hotels and Motels
Car Washes
Golf driving ranges and miniature golf courses
Batting cages
Membership organizations
Civic, Social and Fraternal organizations
Funeral homes & crematoriums
Drive-in theaters
All businesses are required to be closed from 11:00 p.m. to 6:00 a.m.
Per REZ#2-98 proffers: a monetary proffer of $6,545.97 is required at the time of
issuance of the first building permit on the site.
CVS PHARMAC
SITE PLAN
WARRIOR B[R W & 7ASWnEn ROAD
FREDERICK COUNTY VIRGINIA
t-IV
p I� I ' \\� 59S8
co CIS!
75-A-105
THE R YLAND GROUP
INST. )f040015J92
ZONED: RP
USE- SINGLE FAMILY DETACHED
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C 1
702.5000'
201.1645'
200.4779'
N 54'57' 14" E
16*24'25"
C2
827.5000'
442.7459'
437.4838'
S 47°49'46" W
30°39'20"
C3
40.0000'
55.8505'
51.4230'
N 72'30'06" E
80,00,00"
PUBLIC ROAD IMPROVEMENTS
Virginia Department of Transportation
14031 Old Valley Pike
Edinburg, VA 22824
540-535-1818
RESIDENTIAL
PROJECT
1,114 f
WATER AND SEWER SERVICE
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA 22604
540-868-1061
BUILDING INSPECTIONS
Frederick County Inspections Department
107. N. Kent Street
Winchester, VA 22601
540-665-5656
75-A-104E I I
JASBO INC.
ZONED. 82 I f
USE- VACANT
�I I
NATURAL GAS
Shenandoah Gas
350 Hillandale Lane
Winchester, VA 22602
540-868-7911
ELECTRIC SERVICE
Allegheny Power
3463 Valley Pike
Winchester, VA 22602
540-722-5830
EROSION AND SEDIMENT CONTROL TELEPHONE SERVICE
Frederick County Public Works Department Verizon
107 N. Kent Street 404 Hillandale Lane
Winchester, VA 22601 Winchester, VA 22602
540-665-5643 540-665-3156
� Iti
o,
� I
I � �
ICZO �yI
Ln 7M-1-1-80.�A
OSa j!
TION
o H%r c OILIER C.
o USE. OPEN SPACE
I o
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
ABBREVIATIONS
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB &GUTTER
C L
N PLACE CONCRETE
CCAST LASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT I
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL
EX.
EXISTINFFGLL
F.F.E.
FINISHED�LOOR
ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND ELECTRIC
UGG
UNDERGROUND GAS
UG CATV
UNDERGROUND CABLE T.V.
UGT
UNDERGROUND TELEPHONE
XFMR
ELECTRIC TRANSFORMER O�
WL
WM
WATERLINE ®" �
WATER METER � 1 � O
WPP
WTP
WOOD POWER POLE
WOOD POLE JON
WV
WATERTVALVEONE
5'R
RADIUS IN FEET
*00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION lip- ° 021621 �
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP). AL
LIST OF DRAWINGS:
SHEET 1/13:
COVER SHEET
SHEET 2/13:
EXISTING CONDITIONS PLAN ;--,
SHEET 3/13:
EROSION AND SEDIMENT CONTROL PLAN
SHEET 4/13:
EROSION AND SEDIMENT CONTROL DETAILS �y
SHEET 5/13:
RIGHT-OF-WAY IMPROVEMENTS PLAN
SHEET 6/13:
OFF -SITE STORM SEWER PLAN AND PROFILE
STORM STRUCTURE DETAILS
SHEET 7/13:
SITE LAYOUT PLAN E
SHEET 8/13:
SITE GRADING PLAN. E
SHEET 9/13:
ON -SITE STORM SEWER PLAN AND PROFILES
SHEET 10/13:
WATER MAIN PLAN AND PROFILES AND DETAILS `' I
F.C.S.A. NOTES
SHEET 11/13:
SANITARY SEWER LATERAL PLAN AND PROFILES
AND WATER AND SEWER DETAILS`
SHEET 12/13:
SITE LANDSCAPE PLAN AND DETAILS U�
SHEET 13/13:
CONSTRUCTION NOTES AND DETAILS
ZONING ADMINISTRATOR DATE
APPROVED
FREDERICK
COUNTY, VIRGINIA
SITE PLAN EXPIRES
FIVE (5) YEARS FROM DATE OF APPROVAL
SITE PLAN VALID FOR TWO 2 YEARS FROM DATE OF FCSA APPROVAL
CW's [PHAIRMACY
WARRIOR DRIVE & TASKER ROAD
OPEUON
MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
-_
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Ft
Winchester, Virginia 22601
Telephone (540) . 662-5792
PP
Facsimile (540) 662-5793
Email: office®painterlewis.com
P. C®hISUt.TIIdG
JOB NO.: 0408024 SHEET:
ENGINEERS
February 06, 2005 1 / 1 3
Latest Revision Date: MAY 01 2005
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SURVEY:
\n (\\ \ ^\ \ / / I 722.00 r PL-PLC.
120
DRAWN BY: PL-PLC.
SCALE:
I-D 1"=40.0'
SHEET:
72,3.41
C.I.:
2'
JOB NO.:
0408024
DATE:
02/06/05
2/13
I
EXTRA STRENGTH FILTER FABRIC
NEEDED WITH WIRE SUPPORT
• / / ' • IIIIII'/j"'p��jjl��'± i; go jO's':
1 1
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IUII Illllloll
lllll� 1pIII 111 p 1
IIIIIII I II III 11 IIj1 j1j111 I
glll�l III poll Ilpllll
II1Iilllll �I /
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qpl� I U I
PONDING HT.
STEEL OR WIRE & FILTER FABRIC
WOOD POST ATTACH SECURELY
36' HIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF� RUNOFF
9" MAX.
(RECOMMENDED) .•
STORAGE HT. �•
��II
12" MIN. I 'I12" MIN • --
- I -4"x6" TRENCH�-
�__ WITH COMPACTED V
--„ GRAVEL
i BACKFILL -!T
STANDARD . DETAIL
ALTERNATE DETAIL
TRENCH WITH NATIVE BACKFILL
TRENCH WITH GRAVEL
NOTE:
4.
SET POSTS AND EXCAVATE A 4"x4"
1. INSPECT AND REPAIR; FENCE AFTER EACH
TRENCH UPSLOPE ANLONG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN
OF
POSTS.
NECESSARY.
5.
STAPLE WIRE FENCING TO THE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
6.
ATTACH WIRE FILTER FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE
FENCING AND EXTEND IT INTO THE TRENCH.
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
7.
BACKFILL AND COMPACT THE EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE
SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH
WIRE SUPPORT
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05
t-XISTING PAVED
ROADWAY
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
2 % OR GREATER
° o
I i
FILTER FABRIC
SECTION A - A
NOTE: /
SPILLWAY USE NDBAGS, STRAW BALES
SEDIMENT BARRIER ` OR HER APPROVED METHODS
(STRAW BALE TYPE SHOWN) \ TOrHANNELIZE RUNOFF TO BASIN
ASQUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
Q
Q �O
FLOW 1FL01f
?:- °Q/";;o'" vo'" • p o``,.� eccw 3A'�°.•��'�A��y'~''o�°°>a� O�'`�°,0"
LLJ
Q
A A WASHRACK 2"-3" COURSE g.
AGGREGATE
° MIN. 6' THICK R°Q
c>„ N
1")°IN 7yA
0 Y
f� 4?5 °
CD I
z DIVERSION RIDGE
F-
w 70' MIN.
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION 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, WHEEL'S SHALL BE CLEANED TEMPORARY
PRIOR TO PUBLIC
3. WHEN WASHINGCNTO S 0 REQUIRED, ITSIHALL BE DONE GRAVEL
WITH CRUSHED
O AT DRAINS NTOAN AREA STABIANEAPPROVED SEDIMENTONE RAP CONSTRUCTION
4. OR SEDIINSTALIL NCATT EIN. GUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT
W
ENDWALL, FIELD MITRE, OR END SECTION
i
FLOW
SLOPE=0.00% ♦ D
STONE
WOOD STAKES OR
METAL REBAR.
DRAIN
GRATE
LESS THAN /
5% SLOPE
PONDING HEIGHT
A
LA
r%1 • \ 11
DROP
INLET
STRAW
BALES
STRAW BALES
TIGHTLY STACKED OR
' OFFSET CORNERS
? AS SHOWN.
GRAVEL
BACKFILL
GRAVEL
BACKFILL
EMBED STRAW
BALE 4" MIN.
INTO SOIL.
NOTES: SECTION A A -
1. DROP INLET SEDIMENT BARRIERS ARE TO
BE USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. EMBED THE BALES 4" INTO THE SOIL AND
TIGHTLY ABUT NGS OR GRAVEL CE BALES WITH BACKFILL WILL ENDS STRAW BALE/GRAVEL
PREVENT EROSION OR FLOW AROUND THE BALES.
3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) DROP INLET
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER
PASSING THE INLET. EXCAVATION OF A BASIN
ADJACENT TO THE DROP INLET OR A TEMP-
ORARY DIKE ON THE DOWNSLOPE OF THE
STRUCTURE MAY BE NECESSARY.
12"
GRAVEL FILTER*�` i
RUNOFF WATER
i I
I I
SEDIMENT
CONCRETE GUTTER-/
.
WIRE MESH
FILTERED WATER
O.
aa•
14,
-- I
CURB INLET
SPECIFIC APPLICATION
THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE
PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
GRAVEL CURB INLET SEDIMENT FILTER
NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07
OUTLET ID
L
W
D
STONE d50 MSD
TONS REQ'D
8 11
25'
25'
18"
0. 5'
70
Al
25'
20
18"
0. 5'
55
A 2
15'
15'
18"
0. 5'
25
EC-2
CENTER ROw MAY BE
MMWTM WHN:N SLOPE
IS LESS THAN 4:1
' MA%. 4.,1 OR FLATTER
' MAX. STEEPER THAN 44 1
EDGE NO END JOWS TO TO
BE OVERLAPPED 2" MMMUM.
LAP JON T
2" MRI.
COMtIM THIRD ROW OF STAPLES
FROM EACH STRIP IN LAP WITH
AMICFISR 3L0T
d
�
TAMP SOIL FIRMLY
?y
JUNCTION SLOT
r
Pill,
CHECK SLOT
/
f
N�fOR SLOT
FOLD
wm,
Al'
4 �
0
Q \TAMP SOL FIRMLY
II TARP SOIL FRMI.Y
I I I CWCK SLOT AWTION SLOT
vp 'I" TO 2° NOtM
-t.►-1" TO 2" 1• APPIIIOXIMATE 200 STAPLES REQLWO
I } PER 4' X 225' ROIL.
I 2. MOM SLOTS JUNCTION SLOTS AND
CHECK SLOTS YO BE BURIED 8" TO 12"
AMD VAIiIA/LE.
JUNCTION SLOT 3. MAX, 31"411111i C-c CHECK SLOTS
N0. n Mrl.STE�R�TH4% LESS 50' SLOPE
oAtsE wwtE
W 4. STAPLES F•ORIED FROM NO. 8 STEEL
PLM WIRE 8' STAPLE Il.I" LENGTH
STWILING DIAM M FOR SAIOY SOa 8" STAPLE MINIM
SON. RETENTION MAT JV71E MESH LENGTH FOR OTHER SOIL.
GENERAL NOTES,
1-BASIS OF PAYMENT TO BE SQUARE YAMS OF PRDTEC11VT COVERING COMPLETE IN PLACE. 3. JUTE MESH OR SOIL RFTF NTION MAT IM ACCORDANCE WITH THE SPFCIMATIONS
PROTECTIVE COVERING 15 TO BE LOCATED A5 INDICATED ON THE PLANS M ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR.
SNTH THE DOENSIONS 'SPECAHEU ON TYMAL SLCTION.
4. WIDTH OF MATERIAL MAY VARY FROM MINIIAN DIMENSION BY INCREMENTS OF
2 "T-TOP" STAPLES OR OTHER MAIJFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 OR 5 FEET.
BE SUBSTITUTED FOR THE STAPLES SHOWN.
5. FOR SOURCES OF APPROVED MATER I. SEE VDOT'S APPROVED PRODUCTS LOST
FOR ST'D, EC-2 MATERUNL.
SPFCFICATIOM
PROTECTIVE COVERING INSTALLATION CRITERIA REFERENCE
244
1 .02 VIROIAA DEPARTMENT OF TRANSPORTATION 606
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
CONSTRUCTION
::::.
ENTRANCE
3.05
SILT FENCE
rt X X X
3.07
INLET PROTECTION
.0-0
3.18
OUTLET PROTECTION81
3.30
TOPSOILING
_
i1
3.31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
3.35
MULCHING
-
Mu
3.36
SOIL STABILIZATION
BLANKETS & MATTING
PROJECT DESCRIPTION
Preparation for the construction of the proposed project will include the rough grading of
approximately two acres of land. Grading operations will generate fill and cut material which
will be utilized on -site.
Existing Site Conditions
The site is approximately 2.4 acres of vacant land. The site is partially wooded with open
field areas along the public rights -of -way. A high point exits in the center of the site and
the ground slopes away in all directions.
Soils
The soils on the site are in the Weikert-Berkes-Blairton association. The USGS Soils map
shows the predominant soil type on the site is Weikert-Berks-Blairton silt loam (41 C). the
soil is gently sloping, pooly to well drained, and formed from weathered shale.
Adjacent Areas
The site is bordered to the south by vacant, commercial land. On the north side is the
Tasker Road right-of-way. The eastern property line is adjacent to developing single family
homes. The eastern property line is adjacent to the Warrior Drive right-of-way.
Critical Areas
The perimeter areas of the site contain critical conditions which offer opportunity for the
off -site transport of sediment. Special care must be taken to prevent sediment from
reaching the intermittant stream along the eastern portion of the site.
Off -site Areas
During clearing and grubbing, the site contractor may transport any residue off -site as
required. During earthwork operations, the contractor may import materials as required to
achieve final grades and specifications.
Erosion and Sediment Control Measures
3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at
the location of the proposed site entrance. 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 and reworking of existing stone as
conditions demand and repair and/or clean out of any structures used to trap sediment. All
materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm
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 downstream from the construction area and maintained until
permanent seeding has been established. Silt fences shall be inspected after each rainfall
and at least daily during prolonged rainfall. Any required repairs shall be made 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
and stabilized.
3.07 A straw bale inlet sediment filter will be installed around the proposed storm water
drop inlets immediately after installation. The filters shall be inspected after each rain and
repairs made as needed. Sediment shall be removed from around the filters when the
sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in
a suitable area and in such a manner that it will not erode. Filters shall be removed and
the area stabilized when the remaining drainage area has been properly stabilized.
3.07 Gravel curb inlet sediment filters will be installed at each curb inlet immediately after
installation. The filters shall be inspected after each rain and repairs made as needed.
Sediment shall be removed from around the filters when the sediment has accumulated to a
depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a
manner that it will not erode. Filters shall be removed and the area stabilized when the
remaining drainage area has been properly stabilized.
3.18 Outlet protection will be provided at the outfoll of proposed culverts. The stone
protection will be installed in accordance with the specifications and details on the plans.
3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is
to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth,; of 67 or
as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all
areas which will not be brought to final grade within 30 days. 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 included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the
schedule included herein. The anticipated time for construction is May 2005 through October
2005.
3.35 All seeded areas will be mulched in accordance with the schedule included on the
construction plans.
3.38 "Treatment 1" soil stabilization blanket will be applied to outslopes which exceed a 3:1
slope. Prepare the finished grade and apply the soil treatment, seed and mulch prior to
applying the blanket. Inspect the outslopes after each rainfall event. Repair any areas that
exhibit soil sloughing or that lack growth.
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 for 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 limestone( 1401 b/ 1 000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Regross 12 Ib/ac 98 85
Winter Rye 12 Ib/ac 98 85
May 1 - Aug 31:
German Millet 12 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
SEQUENCE OF CONSTRUCTION
I
1. Establish the construction entrance.
2. Install silt fence along downstream perimeter of work areas.
3. Clear and grub the work area.
4. Strip, stockpile and stabilize topsoil.
5. Install the culvert (Alto A2). The culvert should be completed, including backfill, rip rap,
final grading, seeding, and jute mesh. Schedule the culvert installation so that all
associated work can be completed in a timely manner. The county inspector may call for
additional erosion control measures other than those shown on these plans.
6. Perform rough grading of the construction area and finish grade all outslopes where
interference with unfinished construction is not anticipated. Establish vegetation on
outslopes shich have 3:1 slopes (or steeper) using jute mesh.
7. Install utilities.
8. Install storm sewer and rip rap.
9. Perform final grading of site. Apply remaining jute mesh on outslopes and seeding and
mulch.
10. Remove temporary controls after work areas have been stabilized.
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No. 21621
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SURVEY:
C.I.:
P-L, PLC
2'
DRAWN BY:
JOB NO.:
SS
O408024
SCALE:
DATE:
NA
2/06/05
SHEET:
4/ 13
A STD. CG-2
PERMISSABLE 0" 5'-0" /S DOWELS. 8" LONG
rJ' - O" CONSTRUCTION iY 12" C-C ERMISSABLE
JOINT STD CG-2 LOPE: 12:1 CONSTRUCTION JOINT
OR CG-6 12 1 48:1 MAX. MAXIMUM
ton 48:1 MAX.
5 f SECTION 8-8
+ ® 7 WHERE STD. CG-3 CG-7 IS USED.
SECTION A -A
A' TT N DOMES
TANGENT PLAN =~
X
` AT M, 2" HIGHER THAN
�"• EDGE OF PAVEMENT
2 AT M M. SAME AS
1AMI TOP OF CURB.
TYPKJAL PLACEIIIIIIENT TYPE C (PARALLEL )
AT INTERSECTION APPLICATION
-�I
DIA. WITH BUFFER STRIP
" THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60' x 60' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
" DIA. WITH A WARPED SURFACE.
" NOTES
1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL
SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL OTHER
TRUNCAM DOME TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE
DUAL ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOME'S TO BE STAMPED IF
CAST -IN -PUCE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A
CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES).
2" TRUNCATED DOMES 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOUTHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE
CONSTRUCTION JOINT WITH REQUIRED BARS.
C-C
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON
OO O BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE N0. 5 x 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR,
MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1'/2"
O O 00
O O
6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF
CURB/CURB AND GUTTER.
00000000
I 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE
ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
2 J_ 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN AN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE
PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
C _ C O O O 00
O O O
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC...
WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP
O O O 00
O O O RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED
BY PERSONS WITH MOBILITY IMPAIRMENTS.
9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN
VARIABLE THE LIMITS OF THE CROSSWALK.
3' MIN. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING
PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".
CG-12 DETECTABLE WARNING SURFACE
TYPE C (PARALLED & PERPENDICULAR) APPLICATION
N.T.S. \41MIA DEPARTMENT 203.05
OF 2003
--I 4•
! YI .• PR. STREET OR I
AISLE APPROACH TO - 2"R
CG-11 I �I J BE THE SAME AS ,, ���,� '
rn MAINLINE ROADWAY.
! NI J a (RADIUS TO BE AS °
! vl 0- let SHOWN ON PLANS) .;
(RADIUS TO BE AS C C o CLASS A3 °
_ SHOWN ON PLANS)_W (H.E.S.)
Tit CONCRETE
cn
SECTION C-C
®RADIAL COMBINATION ® CONSTRUCT GRADE CHANGES WITH A
CURB & GUTT R PARABOLIC CURVF.
4' (ST'D. CG-6
SIDEWALK ® WHEN THE ENI,t+.NCE RADII CANNOT
6. ACCOMMODATE ME TURNING REQUIREMENTS
OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE
6" EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS
EXPANSION' JOINT A 'OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE
F INCREASED TO 7".
NOTE: WIDTH "B"= 2'-0' MAINUNE ROADWAY
WHEN STADARD ENTRANCE BUILTG-11 IS CONJUNCTION FOR WITH
OR AS SHOWN ON TYPICAL ' .,t VDOT PROJECTS, PLEASE NOTE THE
PLAN �p
SECTION. 1r I EW FOLLOWING:
10' B% MAX. ++ MAINLINE PAVEMENT SHALL BE CONSTRUCTED
EDGE OF SHOULDER OR ARABOLIC-{ SLOPE CHANGE D TO THE R/W UNE (EXCEPT ANY SUBGRADE
OPTIONAL FLOW LINE CURVE I - STABILIZATION REQUIRED FOR MAINLINE PVMT.
® D WHICH CAN BE OMITTED IN THE ENTRANCE.)
RADIAL CURB OR COMBINATION CURB AND
MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED
D BEYOND THE R/W LINE EXCEPT FOR
B% MAX. REPLACEMENT PURPOSES.
5' SLOPE CHANGE
MIN' D WHEN USED IN CONJUNCTION WITH STANDARD
�' 40MIN. FOR CG-3 OR CG-7, THE CURB FACE ON THIS
STREET CONNECTION STANDARD IS TO BE ADJUSTED TO MATCH THE
20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION.
COMMERCIAL ENTRANCE
SECTION A -A SEE STANDARD CG-12 FOR CURB RAMP DESIGN
TO BE USED WITH THIS STANDARD.
*PLANS ARE TO INDICATE WHEN CONSTRUCTION OF
GUIDELINES FOR GRADE CHANGE D A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE
ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE.
HIGH (MORE THAN 1500 VPD) 0% 3%
MEDIUM 500-1500 VPD) <3% 6% OPTIONAL FLOW LINE MAY REQUIRE WARPING OF
LOW (LESS THAN 500 VPD) <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING
OF WATER.
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
VDOT 2001 STANDARDS NOT TO SCALE
THIS CURB SHALL BE USED WHEN DESIGN
2„
SPEED IS GREATER THAN 40 MPH 0
5"
RURAL HIGHWAYS AND 45 MPH IN DEVELOPED
URBAN AND SUBURBAN AREAS.
NOTE: COMB. CURB AND GUTTER HAVING A RADIUS
OF 300' OR LESS (ALONG FACE OF CURB) SHALL
II
- BE PAID FOR AS RADIAL COMBINATION CURB AND
II
GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
II
7" 2'-0"
PSI-4000 IF PRECAST.
THIS AREA MAY BE CONCRETE
WHEN IN COMBINATION MOUNTABLE CURB AND
AT THE OPTION OF THE
CONTRACTOR
GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS
OR STANDARD CONNECTION FOR STREET INTERSECTIONS
THE BOTTOM
0 OM OF THE CURB AND
GUTTER MAYBE
TO HAVE THE MOUNTABLE CURB CONFIGURATION
CONSTRUCTED PARALLEL
TO THE
SLOPE OF SUB-
INCORPORATED.
SURFACE COURSES PROVIDED A MINIMUM DEPTH
WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
OF 7" IS MAINTAINED.
BARRIER CURB, THE TRANSITION IS TO BE MADE
WITHIN 10' OR THE CHANGE IN STANDARDS MADE
CG-7
AT REGULAR OPENINGS.
COMBINATION 4"
CURB
& GUTTER
NOT TO SCALE
(SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
RELOCATE GNS Virginia Department of Transportation h
PER VDOT IN�PE TOR y Staunton District
Rev. May 1, 2004 _
PRO S�D STRIPING/ARROWS \ \ VDOT General Notes
PER V OT\INSPECTOR
-- - \ V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
ERADICATE STRIPING Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, I
PR. LEFT TURN LANE - AS REQUIRED and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or �A
Specifications and Regulations, the most stringent shall govern. O O
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration �
(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
_ Z
\ V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with R,
` 10' ASPHALT _ M - \ ryp
\ the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in ;Z< O
accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
12" STOP BA� \ V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, V j
junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the
1
_ developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity.
PR. RIGHT TURN LANE - N \ \ VDOT approval of these plans does not indemnify the developer from this responsibility.
--� - \ V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as \ \i
deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of Lt] !1 !
\ the developer.
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any Q Q
EX. SIGNS -RELOCATE S �HOWN work within VDOT right-of-way. - - - - --
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the
CG-12 "NCR \ engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior
to initiation of work.
50'R V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length
♦ ` \ of time. VDOT requires and shall receive 48 hours advance notice nor to an required or requested inspection,
_ - t I I
V9. The contractor shall be responsible for maintaining adequate access to theproject from he adjacent public roadway
P 9 q 1 P way via
~^ EX. CONDUITS \ a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and
\ Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through Z
construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of
Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
\ (ASPHALT TO CONCRETE LIMIT and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. Q
\ \ V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
\ \ \ I \ construction. LL
V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches 0 W
h \ cover and when possible shall be installed under roadway drainage facilities at conflict points.
-T
��
DRIVEHRU ►� I f� rr 5' CONCRETE SIDEWALK \ V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the
\ ' course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that 0 0
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
l -1
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to a"
placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is
INTERSECTIONDETAIL representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be
\ ♦ clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in
SCALE: 1 "=20' �'/ ' \ accordance w'th a II 1'Ica bl \/DO
�
0 30 p
30"
NOTE:
COLORS SHALL BE AS FOLLOWS:
WHITE LETTERS AND BORDER ON
RED BACKGROUND.
"STOP" SIGN DETAIL
NOT TO SCALE
c T t d d d d es
\ \ \ V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6)
inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of ~
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be
' TAPER performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of
48
test reports shall be submitted to VDOT daily, unless specified otherwise.
RELOCATE GUARDRAIL 0
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. Q
� 0
I ♦ ♦ \ CG-12 HCR V16. The installation of any entrances and mailboxes within any dedicated street right-of-woy shall meet VDOT minimum Z
design standards and is the responsibility of the developer.
- ---- PROVIDE STRIP V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by W
S SHOWN ('
Athe developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic
IControl Devices. V (n;
V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of Q Z Q
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the F-
501 local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will Q Q. 4;8 Z
be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications = 0
and Vi'M-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted a W UJ 0
/ 0 to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and V
o given the opportunity to be present during the construction and testing of the density control strip. ,^
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V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Y
WARRIOR D ENTRANCE DETAIL
Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A Q
X o z certified compaction techniciar: shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily,
w Q SCALE: 1 =40 O W
unless specified otherwise. A ','DOT representative shall be notified and given the opportunity to be present during the
w0 3 construction and testing of the control strip.
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Z I V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be w LJ
y 5' SIDEWALK Of explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall 0 Q
o- Q SEE DETAIL ON SHEET 13 report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs � ILL.Z I-
I-_ 1 1 2" x 6" I shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is w
w TIE IN JOINT. " VARIES encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and
0 EX. LANE 14' 2' approved by VDOT.
■
-1 /4":1' MIN. V22. Approval of these plans shall expire three (3) years from the date of the approval letter.
CROSS SLOPE = 1 /4":1' MIN. :.:- .:� ..:.,....� ,....
!y
V23. VDOT Standard CG-12 Curb Ramps shall be installed where Indicated on these plans and/or as specified by VDOT.
■
• • • • •,• • • • .. • • • . •,•,•.•.•.•.• -• . ... •,•.•-•.-. ; I j - I ! L-III_. -I -� I Imo' V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with
_(; • • • • I I - I I - -' ' VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete.
-i I i I l I-_III-� I II I i i 1•s' .. i t i�I t' ! i ,.i I I- I I I v � f� O
2" SM-,2.5 -- ; - II II-1i1= II-1!1==1 !�=-!i1 IfLII ►� � ' " � � � � ui
5 BM-25.0 PROVI D STND UD 4 I TRAFFIC IMPACT ANALYSIS SM-9.5A N i'
12 21-B 12 ITE TRIP GENERATION 7th EDITION (220lbs/sq. yd.) "'' ' 04 C
COMPACTED SUBGRADE ITE-PHARMACY/DRUGSTORE WITH DRIVE -THROUGH WINDOW #881 g" 21-B I 3 ° ^ `(0 c
Q) - p
WEEKDAY: 88.16 TRIPS PER 1000 SF (13,013 SF) COMPACTED SUBGRADE II -III. -III: W cn > � n
TASKER ROAD RIGHT TURN LANE DETAIL T = 1,147 TRIPS, 50% ENTERING, 50% EXITING -III=III- J
I -I I I- -
NOT 0 SCALE _
E AM PEAK HOUR: 7.87 TRIPS PER 1000 SF (13,013 SF) �° � E o
NOT
LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. T = 102 TRIPS; 49% ENTERING, 51 % EXITING W a�i -
2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. ASPHALT TRAIL DETAIL Li-E
3. ERADICATE EXISTING WHITE STRIPE ALONG EXISTING EDGE OF PAVEMENT. PM PEAK HOUR: 9.51 TRIPS PER 1000 SF (13,013 SF) NOT TO SCALE z L`J
3 T = 123 TRIPS, 50% ENTERING, 50% EXITING
II o TRAFFIC COUNT FOR ROUTE 642, TASKER ROAD= UNAVAILABLE Q
X Q TRAFFIC COUNT FOR ROUTE 719, WARRIOR DRIVE= UNAVAILABLE 0.
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0
iO" x 30" STD. o LLIX 3 z�
Z O J w
Q MILL 1 1 2" x 6" 10' ASPHALT PATH I z
2' GRASS SHOULDER TIE IN JOINT. MILL 1 1/2" x 6" SEE DETAIL THIS SHEET z
v TIE IN JOOINT. �,� VARIES ELI
ov w
;TD. U-CHANNEL POST 3 CROSS SLOPE 14 EX. LANES 14' 2'
1 4' . 1 MIN.
I - CROSS SLOPE _
-1 /4 :1 MIN.
_, MIN. - - - v
I - --i ---
I-II II I ---I I I ►I ' i i _I I,1. -i- ,I =-►I►�
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ROP. GROUND ! J WIS;�I _T_
INo. 21621-Ii IPROVIDE STD. UD 4
2" SM-12.5 2" SM-12.5 UNDERDRAINS 12" 01' ti
5" BM-25.0 5" BM-25.0 . IONAL �
12" 21-B 112" 21-8
COMPACTED SUBGRADE COMPACTED SUBGRADE SURVEY: C.I.:
PL-PLC.
NA
WARRIOR DRIVE RIGHT
AND LEFT TURN LANE DETAIL
DRAWN BY:
JOB NO.:
NOT TO SCALE
PL-PLC.
0408024
NOTE:
SCALE:
DATE:
1. AGGREGATE LAYERS
TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER.
SHOWN
02/06/05
2. INSTALL PAVEMENT
3. ERADICATE EXISTING
SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER.
WHITE STRIPE ALONG EXISTING EDGE OF PAVEMENT.
SHEET:
5/13
STORM SEWER CULVERT PLAN VIEW
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Ex. 15' MI
714
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Inv.- 710.95 , l
100.51' 21' RCP
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10
71
p
r
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CULVERT P ROXIMAT�I�Y
6 LINEAR ANd"Mm _-
cysannt% I FIELD FIT A T>;JD. /DOT---,
qq I DI-1 INLET,13 013 s4. FT. (f) FF=721.50 12 r7tg-sg TOP=715.20 \\
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1
50 0 50 150
!!%Emmi
Scale 1 " = 50 ft
PROPOSED GRADE
- __.._ N -- -- - - -
RCII ® 0.52%
SEW.
i
PROVIDE PIPE
EXPANSION JOINT
I
l
I
--FOR..DEfAILS OF INLET EXPANSION JOINT
_,a�11.1/--------------------------------
J I>
ICCCCCCCCCCCCCCCCCCC�CC�
MIN-----------�-'►
i
wL
GUTTER
KEYED BARS D-
CONST.
JOINTkF
BAR
I ± IRS
-WEEP HOLE
SEE NOTE 8
5EE
B' MIN. _ _! 6' MIN. SECTION A -A
--10' MAX. PLAN 1--10' MAX.
BARS A
*-2
2'-0' 8" __._. A L-VARIABLE - MAX. 20'-B _-_-___...__� 8 �3_p( aKEYED
G f13"O
N CONTAPPROACH AIMED GU1RE
JOINTBARS F BARS EBBARS g
BARSt
FRONT ELEVATION-3'-o"Y
(GUTTER REMOVED) SECTION B - B
L2.5'x2.5"x.25"
4 A 1.25" �j� ' GALVANIZED
5xl/4" BENT S. 2.5'
PLATE _
1 4'R 5'x 4' STUD SHEAR
CONNECTOR WELDED
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 k CG-7 STANDARDS. TO ANGLE IRON AT
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 2' C-C.
CONNECTORSPAND IS TO ANFOR C,jORED BE BENT
x4QN �STUD ANGLE
FR 6830' 9)
WELDED TO BENT PLATE AT 2 C-C. 4 NOSE DETAILS 2" -�;- APpR PAVEMENT
WARPED PAVEMENT
DI-3A
-t -
DI-3B
DI-3C
- t---- -
FL � OW
i
FLOW
FOR USE IN SAGS
FOR USE ON GRADES
_._._____- BOTH SIDES TO BE
SYMMETRICAL
s�19,
DETAIL WHEN USED
ADJACENT TO CURB
WITHOUT GUTTER
SPECIFICATION
REFERENCE
233 STANDARD CURB DROP INLET 12"-30„ PIPE: MAX. DEPTH (H)=8' 104•09
02
NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A 38,3C
715
710
705
N
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+
+00
+1100
10+00
11 +00 12+00 13+00 14+00 15+00 16+00
DI-1 2 7" NOTES
ES
B 1'-3.5B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
LUGS TO BE FOR DEPTH GREATER THAN. 10. USE STANDARD
L21/2"x21/2"x1/4" CAST WITH COLLOR DI-1A.
( 10'-4 LONG CAST GALV. 2. THE "H" DIMENSION SHOWN ON Tht/ STANDARDS
WELD ALL IRON STEEL AND SPECIFIED ON THE PLANS WILL BE MEASURED
CONNCETORS DBt �
3 LBS. 43.6 LBS I FROM THE INVERT OF THE OUTFALL PIPE TO THE
TO COLLOR I OPTIONAL
ONE WELDED L RNCLUDI N TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE
BRACE RIBS
JOINT s APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND
1/2"xl1/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY
1/2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS.
SHEAR CONNECTORS
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
91/2"-,�- 2'00, TO BE SHAPED IN ACCORDANCE WITH STANDARD
N IS-1. THE COST OF FURNISHING AND PLACING ALL
PLAN JDIMENSIONS
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
(G MTE REMOVED) SECTION B-BINCLUDED IN THE BID PRICE FOR THE STRUCTURE. h
4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE
COLLAR DETAILIS HIGHER THAN THE BOTTOM OF THE STRUCTURE,
THE INVERT OF THE STRUCTURE SHALL BE SHAPED
2'-2" �(� WITH CEMENT MORTAR TO PREVENT STANDING OR
2'-7• I # PONDING OF WATER IN THE STRUCTURE. THE COST
OF FURNISHING AND PLACING ALL MATERIALS
3"0 WEEP HOLE INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED
a K s K COLLOR 4" DEPTH AGGR. #68, IN THE BID PRICE FOR THE STRUCTURE.
2" #78, OR #8x6" WIDTH
5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0"
12"
_g•16 OR GREATER. FOR DETAILS SEE STANDARD ST-1.
1V n oti .► 12',15',18',OR 24' V-3•q ' D N
N N fV 17 • I 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
C c
7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12"
'k- C-C TO BE PLACED IN ALL AREAS ADJACENT TO
SECTION A -A 6 N ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN
4" LIEU OF DOWELS A 2%4" NOTCH MAY BE PROVIDED.
CONCRETE QUALITIES FOR MINIMUM DEPTH SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN.
12" CONC. PIPE-1.440 Cu. Yds. CONCRETE
15" CONC. PIPE-1.528 Cu. Yds. CONCRETE 11/2' D _ 8. 3" DIAMETER WEEP HOLE WITH 12"x12" PLASTIC
18" CONC. PIPE-1.620 Cu. Yds. CONCRETE m 1" 1. Y2 HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL
24" CONC. PIPE-1.817 Cu. Yds. CONCRETE SECTION D-D WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4
ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE
3/4" 45M'' 11/4" OUTSIDE OF THE STRUCTURE.
SECTION C-C 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3
STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI.
M APPROXIMATE WEIGHT
12"-24" PIPE: MAXIMUM DEPTH (H) = 10 CAST IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE
GRATE 363 t 1Blbs. MEETING THE APPROVAL OF THE ENGINEER MAY BE
NOT TO AL- VIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN
104.01 HEREON.
A EW-1,1A
b
I A
WWE TO BE BEVELED
TTH MORTAR
FLOW
D
0 NOT BEVEL INVERT B
F c
c
NOTES:
1. 'H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4' WHERE ENOWALL D. BEVEL ED$E IS REQUNIED ON THE HEADWALL AT jHE INLET END OF THE
WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWAILL CULVERT (WMETiE THE FLOW ENTERS THE CULVEiii)
PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER.
7. HEWWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE.
3. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET e. ON SHALLOW FILLS WHERE EmDwALLs ARE 1' OR LESS BELOW SHOULDER
101.02. UNE. THE TOP OF THE ENDWALL SHALL BE CONST CTED PARALLEL TO THE
4. j,4S70 STAN45rRD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS GRADE OF THE ROAD.
0 9. 3/4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
OR WINGWALLS OCCAR.
EW-1 EW-1 A
ENDNIIALL FOR CNIC" IMPS
DIAMETER OF PIPE CULVERT
12"
15"
18"
21' Olt 24'
2r Olt 30'
Sr OR 3r
A
0'-6"
0'-8'
0'-9'
O'-11"
1'-0'
1'-0"
B
0'-11"
V-1"
V-3"
V-8"
V-9"
2'-0'
C
1'-4"
1'-7"
l'-9"
2'-2"
2'-6"
2'-9"
_
D
V-0"
V-3"
l'-6"
2'-0"
2'-6"
3'-0'
F
0'-6"
0'-8"
0'-8'
0'_9"
0'-9"
0'-9"
H
2'-3'
2'-11"
3'-2"
S-9"
4'-3'
4'-9"
L
4'-0'
5'-0'
6'-0"
8'-0'
10'-0"
12'-0"
a
0'-lvO
0'-IV4"
0'-2"
0'-2,n'
0'-31n'
0'-3w4
b
O'-l'
0'-bi:
0'-11/?
0'-2"
0'-2/n'
0'-3-
CUBIC YARDS OF CONCRETE
0.241
10.49210.6971
1.319
1 2.067
12.947
C.M. PIPE
1 0.257
10.521
10.739
1 1.398
1 2.198
13.145
EIDIIMN.L FOR ELLPYC& PNIE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE)
23' X 14'
31Y X Ir
34' X 22'
31• X,?4'
42' X Zr
40' X 29•
M• X 32'
Sr X 34'
A
0'-8'
0'-9"
0'-10"
0'-11"
0'-11"
V-0"
1'-0'
1'-0"
B
V-2"
V-5'
I,-8"
1'-8'
1'-9"
V-10'
V-11'
1'-11'
C
V-8"
V-11'
2'-l'
2'-4"
2'-5"
2'-7"
2'-8'
2'-9'
D
V-2"
V-7"
1'-10"
2'-0"
2'-3"
2'-5"
2'-B'
2'-10"
F
0'-8"
0'-8"
0'-9"
0'-9"
0'-9'
0'-9'
0'-9'
0'-9"
H
2'-10'
S-3"
3'-7"
3'-9"
4'-0"
4'-2"
4'-5"
4'-7"
L
5'-5"
7'-2'
W-B"
9'-2"
10'-2"
10'-11"
12'-l'
12'-11"
S
V-11"
2'-6"
2'-10'
3'-2'
3'-6'
S-9'
4'-1"
4'-5"
a
0'-2,n'
0'-31/-'
0'-31A'
0'-4'
0'-4,n"
0'-4vA*
0'-5"
0'-S,1'
b
0'-2"
0'-2,n'
0'-2A'4'
O'-3'
0'-31n'
0'-344'
0'-4'
0'-411m"
CUBIC YARDS OF CONCRETE
COMIC. PIPE 1 0.502 1 0.855 1 1.236 1 1.500 1 1.811 1 2.101 1 2.512 2.801
R�� STANDARD ENDWALL FOR PIPE CULVERTS
105 12"-36" CIRCULAR AND 23"x 14"-53"x34" ELLIPTICAL PIPES
302 HOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01
HALF RM v!w
SEE STANDARD SL-1 FOR
APPLICAMLITY
OF SAFETY SLABS.
STANDARD MM-1
FRAME B COVER
THE TIP OF MASONRY IS TO BE LEFT
SUFFICIENTLY LOW TO PERMIT PRtIPER
ADJUSTMENT OF COVER AND FRAME TO
GRADE NY THE USE OF
r
I
PRAS DIRECTED BY TMET/ENGIMEER,
IA
0 &
DIAMETER- 4'-r- C2 X VALL THIU MESS)
ON
moo!
SHEET 1 OF 5 1 r
FLAT SLAB TOP AS BETA
ON STANDARD T-NH-2 MA
SUBSTITUTED FOR TAPEM
SECTIDN WHEN APPROVEI
THE ENGINEER.
45' NAJ .7f11r•RIw "
(WITH FRAME AND COVER REMOVED)
IM 1�E
a
�7�1_e
B
MOTES,
1. QUANTITIES SHOWN ARE F13R MANHOLE
WITHOUT PIPES, THE AMOIMT DISPLACED
BY PIPES MUST DE DEDUCTED TO
OBTAIN TRUE QUANTITIES.
2. A BASE THICKNESS OF 9' WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT OF DEPTH,
4, MATERIALS MAY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. IF BLOCKS ARE USED THE MBNDMUM
THICKNESS I3F SATE IS TO BE 5'
OTHER THICKNESSES ARE TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
G ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANS THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD IS-1.
SPECIFICATION
MANHOLE FOR 12" - 48" PIPE CULVERTS REFERENCE
VIRGINIA DEPARTMENT OF TRANSPORTATION 30E
NOT TO SCALE
SHAPE T
MTN13F PIPE
II�
iiY.•NP• •�•• � H]UTLET PIPE ••• •••_••••
METM00 OF TREATMENT IN DROP KM
of PiPEs,ARE H3NCHIuirrEAEa ""'
NOTES,
\\ \ S DIVERT SMASH
OF
SHAPING OR WM4 LE AND IMLET DIVERTS IN ACCORDANCE
OUTLET PIPE
\
WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES
SPECIFIES ON PLANS ION WHERE INVERT OF PIPE IS AD13VE
_�
INVERT OF STRUCTURE.
MANHOLE OF DROP INLET IS TO BE FORMED AND CONSTRUCTED
IN ACCORDANCE WITH APPLICAILE STANDARD OR SPECIAL
DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO
CONSIST [IF A PORTLAND CEMENT CONCRETE MIX CONFORMING
TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25% OF COARSE
f
AGGREGATE MAY BE LP TO 4' IN DIARMETER AND CONSIST OF
STOE, AMEN BRICK, BROKEN CONCRETE OR BROKEN
1 i
CONIXtETE BLOCK, THE SURFACE OF THE COARSE AGGREGATE
/�
v
SHALL REMAIN EXPOSED.
DETAILS OF INVERT SHAPING AS SEWN HEREON ARE FOR
EXAMPLE PURPOSE ONLY. EACH MA IH LE O2 DROP INLET IS TO
BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR
H
INLET AND OUTLET CONFIGURATION AND FLOW LINES.
RM
METHOD M TREATMENT IN MANHOLES'
VATIOUNM
STANDARD METHOD
OF SHAPING MANHOLE do INLET INVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION
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LT H F D
U HN . LEWIS 9
No. 21621
'
I
SIONAL
SURVEY:
PL- PLC. 2'
DRAWN BY: JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
SHOWN 02/06/05
SHEET: 6/ 1 3
t
5
5
0 I 50'R
I Ex. EOP `
I
\
1•
RELOCATE Ex-/
�u
GUARDRAIL PER
' W
VDOT FIELD INSPECTOR
�
w
I
�o
'
Z N
SEE SHEET 5 FOR_-
Q �
'
PAVEMENT SECTION IN
p
RIGHT-OF-WAY. SEE
co
SHEET 13 FOR "HEAVY"
CIV '
PAVEMENT ;SECTION FOR
ON -SITE TRAVELWAY.
.I
1
I•
303 6"0 CMP 'NI\ � I I & a
\ **II
EX. CONDUI T �ARKER I
GrSPEED LMTI"40" St
X. 051 21" I
RCP I Q
o � \ \ Stm. W. 00.866%
o � o ��. � o/
/ I g
\ \\ \ I�
\ ,�o ` s `cU \ \` ` I 7` T7r I
\\ \ WHITE BROK: � \ / �--
WH BROKEN 01 T.�p TRIPE \ \� �. ` Top=711.71 .� N
\ \\ TEMPORARY ACCESS ROAD /\�P ��� STRIPE FR \ \ � � � 8",� In=705.81 ( �
\ \ (USE HEAVY PAVEMENT SECTION �P o° \ pR. �_ 870 Out=705.74
\ \ \\ DETAIL ON SHEET 13) O ti ♦ �\ EO° 4" SOLID Ex. Dl-1 To - i i. _ I-.-
w
NOTE: THE TEMPORARY ACCESS g'�� ♦ 15 YELLOW STRIPE TO BE7REM0 D -� x. U. Drain
\ NO LUDE SHALL
BEANDUPGRADED
AT \�/ 14' ` �_ Ex. 15"
\ THE TIME OF FUTURE DEVVPMENT / f D0 NOT ENTER SIGN
\ •• F THIS PORTION OF THE ITE. / \\\ \� °� I 181 DIRE�TI0�AL SIGN 0
DIREC AL �. � � y Q
\ ��� O�j\\ / ♦ ` ROW(TYP) `\'- 200' I " \ \ O Q
SRN Moo ERADICATE EX. STRIPING \ --
\ LAN PER VDOT INSPECTOR \ _ Z
CUT -IN By
\c \ s ♦ n J EX. 'SAN MH r W Q
�RACTo o,\� �_y �� PR. DI-1 !w-' To - 7 "S1
s x8 xs T ��\ S o 8"0 In= �5,31 U
'ZI(3) 8" GV \ ® \ b pq,QINV. OUT~ 709. t w _ Q
"0 Ou t��I5�11
COO ` 00 LOWER TOP TO
S LEVATION=713.25 }-
\ `� 14 PR. STOBAR \ "STpp'\/RT 642 DIRECTIONAL SIGN � Z
\ � wATER 1gAIN ST \ .pw �`�� � RT 522 /RECTIONAL SIGN � _
CROSSING1}i 15 \ 45• BEND o _
Q lij
CONC. ENCASE T � `�� -- � � Z--��-���-�-- RT 64�D1RECTlONAL SIGN a � V
Z-- CONDUI N � (n
� \ \dc T.B. S .31' � x. Inv. - 0.95
00,
'' 100. 51 21 RCP 0 0
CG-12 .Sew. ®0.8669
\ \ OD
5' CONC. WALK O "DRIVE o10 0 2 0 0' le, Q W
O� 45' BE \ �' \ \ EX. SAN. MH METER FOR IRRIGATION THRU" SIGN SY #2 5. \ / f _ U o
do T.B. \ \ \ \ To =715.80 SYSTEM: " 5' 24.39 1 - Ex. In v. - 71 D. 08 w W
15"0 /n=709.44 5/8 X 3/4 METER / H S R� �, ` LDN SIG Rqi = _ _ _ _ = o u-
15 "0 Out= 709. 39 / .D 0 4"0 H -40 PVC SAN. o p^' N�cF F \ � 3 �
" THRU SIG O LAT. ® 2.08t- ..� o \ o \S T %(� 't .
\ \ \ \ 1 METER 52. SLOPE CO \,_ I 10 \ �\ 0
-\ N SEWER ESM\\�_ -� \ Do' cG-s _ R \ h Q
\ 2= p 2 \ 137. 0' S� " 13 XI TI 1CULVERT
�- �•� 4001539
�r \ tf• Q \ 1O WHE o ® ® �`' O�� TDHRI SIGN P ROXIMAT Y LINEAR FEET AND
rn
\ \ 6"x6"x6" TEE do T.B. 6 d�ONC W K I 0 D FIT A S TVDOT DI-1 INL
0o9e \ \ \ \ " 4 N e 0=715.20
MEmi
l O ♦ .b e .
(1) 6 GV 5,R 5 1♦ M cn i I � E
ell• r
7� G,� \ ♦ \\� \ \ �`9�1 \ " INSTALL SLE I f� m I \ o �i I I I �\ N r vi
Str a;,�9 `9� CURB LINE TO �a I 3 = U 3
\ �S. 6 0 CL 52 DIP FIRE SERVICE N x cn w - 0 Cr)04 'n
\ \ \ " LINE, CONNECT TO BUILDING AS ACCOMMODATE A n ---�o �N \ o N Z I I � N N N °
AOO,Sc� hoc \ ` \ \ \ \ ��%,s \ PR. 6 DIP CL 52 WATER MAIN REQ D. (SEE ARCH. PLANS) SIGNS (TYP. FOR rn 41.
e \ \ oC -. o cn I I - c
\ 9� sS Fo \ \ \ sue \ • 3 � \00 y �� W
�� 2.5' BEND do T.B. L"� \co "� oU, I C7 I �� J
f s s\ 90\ \ �� ♦X ts'► \ \� $ \ 20.00 N30b
8.00' 2< 1 rn 1 o vC.: \ a�
rn
\ \ AR ECE NG AREA 4" _V�C�F4f� \ I ®_ W cn
\ \ so' \ \ 9 per\ \ \ CONC PAD) PROPOSED CVrri
S' BUILDING o BUILDING SAN. o o I I " a' v �° °
� o v I f- E
/�\ l
\ C0� ♦ O'� \ \ C S\ \ 13 013 SO. FT. r 1 oo� rin 11 o CONNECTION \ • A I �i w
\ \ ?ion �qr w \\ \ i l p / c,, • I 12 0
Z
Cr
COMPACTOR WITH MASONRY 8
/�S Gf� ♦ T \ FUTURE INTERPARCEL SCREEN WALL (SEE ARCH.
�� \ \ CONNECTOR NDC PLANS) v, in 5R I
10.00' s = I
\ \ 'HOC¢ S,c� `sty \ 8"x8" x6" do TEE T.B. 10' 5 RR t \ CR
\ 1ST ��,� \' 0�0 ?S. (1) 6" GV ,R 3•R HC c.' DRIV I I z
\ PR. DUMPSTER AREA AND \ - o o0 0 • THRU / CG-12 O w
SCREENING WALL ENCLOSURE. \ 1.5' o N I I w
\ � ♦ 2 B�� •\(SEE DETAIL, SHEET:13) '� r 88 57. 0 12'R \10 -6 -7 -4 Z
- 5'R -6RLd
�I O
00,
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"DO NO 22.5 BEND T B.
\ \ ♦ \ "n� �� \ \ " 80' -f2�N'S-OF 36 " CG CROSS -WALK STRIA
� CL 52 WATER MAIN ENTE CPP SEE SHEET 9 8 X6 RED. 7
\ D 45' D pR, 8" DIP ' R 5'
EXISTING INTERMITTENT STREAM \ ^� T.B.\ cG-12 ®1 317
\14.61 0.1 �� „PVC j�
\ ♦ \ 4 \� Gv b �f/ 35 R Ex 1� � 5� .
i 0.00'
- -_-- --TAP-BY F. �8 -- --I-
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PG
570 I
\ \ ---- --Sa Sew.Esmt I I / RP 53%.
- - 20 �5
EXISTING INTERMITTETSTREAM ----- 1 '� - Ex•-------- --------}- ,I Ex. 69 4
5 PARKING SETBACK ------- ---- - - I- I
30 0 30 90
N 22 30T
\ 0x. Son. Sew, 325.70
EX. SAY. Scale 1 = 30 ft \ Top=713.85 - 5.64
\ \ 15 "0 /n= 706.29 Ex. 870 In= 703. 93 Ex. Inv. = 74 73
\ \- - - 1 " u t= 70 . 5 • • Ex. 150 /n = 703.09 -
- EX/Sn176- 17ERMT77Eld7`ST1?L�AA ' - E- MP TQ-7 - --RAGE-TOP-40 �9.64- - - t -
I
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LINE \ \ \ I I Q OV
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c \ \ I Q
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6 In
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EASEMENT Ex. Inv. = 721.54 ` I _
♦ 1 .o
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pp UNDERDRAIN TO STOR \ \ \ \ I I
STRUCTURE #14 VIA 6" ` I
CMP \
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TRAIL \sI Ex. EOP
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C. II-EWIS
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No.
21621
von
0�,
10NAL
SURVEY:
PL-PLC.
NA
DRAWN BY:
JOB NO.:
PL-PLC.
0408024
SCALE:
DATE:
1 "=30.0'
02/06/05
SHEET:
7/ 13
lop
I TC 2 .5
Ex. In v. = 721.54
N
-\ ` EX. CONDUIT �(ARKER
`— ` ` �'-�— SPEED LIMI T I "40" S/G
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�TO BE REA05Ld
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EX. SAN. MH \ � � � - f � � - - W
=715.80 \ \ \ --� 71 s �' \\ /'Ex. Inv. - 710.08 U
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EX/ST/NG HV R PT 57REAM — — — — — — — �- -�54 HN C. LEWIS
- -+- — — — — I 169 i No. 21621
\ �� _- �\ 5' PARK/N ABACK�X
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�o \ Ex. San._,Sew — ��ssc�ti
/ :�.o --Tap 713.85 -- 5.64 i - _ ; �' �� 7 I p
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— I \ - .- I I SURVEY:
I
Ex. 150 In=70J.09/ __ I ` `J f PL—PLC. 2,
30 0 30 90` — — — MH`TOP-- 9
AISE MH TOE, 715�85 — J6:41
i
DRAWN BY: JOB NO.:
�— \ '• \
PL—PLC. 0408024
Scale 1 " — 30 ft - \ - - - VM .
_ / / �� ' ` ATH E;K P T 1 SCALE: DATE:
, , �... 1 "=40.0' 02/06/05
SHEET:
8/13
50 0 50 150
Scale 1 " = 50 ft
rmurvz)tu t.,mAuL= / 1 / — / V. V 2
""m
PAVEMENTSECTION.........................................................................................
GEOTEXTILE FABRIC
TerraTex GS OR EQUAL
#57 STONE BACKFILL
...............
36"0 HDPE PIPE
36" INVEll712.70-712.50 IMPERMEABLE LINER WRAP
...............
"""""""" BOTTOM AND SIDES OF TRENCH (TYP)
6 MIL RUFCO 10 BY RAVEN IND. OR EQUAL
.: -. SECTION
;.:, .•: +ern- :.. " SAND BEDDING BENEATH LINER
8" - #57 STONE BEDDING
SECTION THROUGH PIPE DETENTION FACILITY
NOT TO SCALE
UNDERGROUND DETENTION FACILITY NOTES
1. SEE PLAN VIEW FOR PIPE LAYOUT AND LOCATION.
2. INSTALL GEOTEXTILE OVER ALL 36"0 HDPE PIPE WITH APPROPRIATE OVERLAPS IN ACCORDANCE WITH
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
3. ALL HDPE PIPE SHALL BE HANCOR Hi-Q, AASHTO M-252, NON -PERFORATED OR EQUAL.
4. PROVIDE MANIFOLD ENDS AND TEE CONNECTIONS AS IMPLIED ON THE PLAN VIEW. FABRICATE AND
INSTALL ALL PIPE AND FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
5. INSTALL THE ROWS OF 36"0 HDPE PIPE ON 6' CENTERS.
6. LINE THE BOTTOM AND SIDES OF ALL TRENCHES CONTAINING 36"0 PIPE. MAKE WATER -TIGHT
CONNECTIONS AT PIPE -TO -PIPE AND PIPE -TO -STRUCTURE JUNCTIONS.
FINAL BACKFILL � )1uuu
CAREFULLY COM- ---- END CAP WITH
SELECT BACKFIL
CRUSHED AGGRI
CRUSHED AGGREGATE
TYPICAL STORM SEWER PIPE BEDDING DETAIL
NOT TO SCALE
12�
I 170
EA
25
cc 0
IV)
OR00
06
J I RVV I VRG V UG I MIL
NOT TO SCALE
Ln
STORM SEWER CULVERT PROFILE 8-4 STORM SEWER CULVERT PROFILE 5-1 STORM SEWER CULVERT PROFILE A1-A2
SCALES: (H) 1" = 0.0' _ SCALES: H) 1" =50.0' SCALE (H) 1" =50. '
- ----- a 5 _ . _.. ----._ 7 ._ ------------- 4 - ---- _ ----- 5 -- 6 2
EXISTING GRAD
PROPOSED GRADE PROPOSED GRADE -.Q10 HEADWATER-714.6 Ill
XISTING GRADE � PROPOSED GRADE
720 720 720 7Z0 7Z0 7Z0
Q10 HYDRA LI
Q10 HYDRAULI �_-GRADE LINE
GRADE LINE
EXISTING GRAD
715 . - .. , �.�-•- . 715 715 715 715 715
—
181.00'-1 / -- -
, 150.00 -15 0 710 710 �•+' .--; _._. — 710
CPP 1.43% CPP 00.6
10.00'-3 ! " ' " '-36"0 CPP
10-00X CPP O 5.32% CPP O 0.00-
SAN. EW.
._
70 70 70 PROTECTION — 705
UTLET AN. LAT. ZOUTLET 110.00 -48 0
.PROTECTION —{{}- -�P•-*.. - --
-
AN. EW.-PROTECTION
_ AN. SEW. 1.
CPP O 14.58%
� w
w
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-- O � °D � � O N O � 00
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0 O L[? O p � ►- ^ O R a0 � O in p p � — � O o n O O to p - ___ _. _ to
+ram---.._ —. _ _ �- •r_ ". ii
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P5 I 1I ^ ^ � � ^ t r �-
---W N � � N 11 � o ry to o II iF-N o II cn w II w
L'- OU- Z � O Z
10+00 11 +00 12+00 10+00 11 +00 12+00 13+00 14+00 15+00 10+00 11 +00
4"H X 9"L ORIFICE CUT INTO
END CAP OF 18"0 CROSS;
INVERT OF ORIFICE=711.90
DI-7 TOP WITH GRATE TYPE III
R-2 RISER
TOP OF RISER=715.70
72"0 PRECAST BASE UNIT
18" CROSS
BOTTOM OF STRUCTURE=711.00
PROVIDE IS-1 SHAPING OF INVERT
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TH
HN C. LEWIS tp'
No. 21621
T
�'SSjONAL
SURVEY: C.I.:
PL-PLC. 2'
DRAWN BY: JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
SHOWN 02/06/05
SHEET: 9/ 13
4"H X 9"L ORIFICE CUT INTO
END CAP OF 18"0 CROSS;
INVERT OF ORIFICE=711.90
DI-7 TOP WITH GRATE TYPE III
R-2 RISER
TOP OF RISER=715.70
72"0 PRECAST BASE UNIT
18" CROSS
BOTTOM OF STRUCTURE=711.00
PROVIDE IS-1 SHAPING OF INVERT
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TH
HN C. LEWIS tp'
No. 21621
T
�'SSjONAL
SURVEY: C.I.:
PL-PLC. 2'
DRAWN BY: JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
SHOWN 02/06/05
SHEET: 9/ 13
r Cz
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TH
HN C. LEWIS tp'
No. 21621
T
�'SSjONAL
SURVEY: C.I.:
PL-PLC. 2'
DRAWN BY: JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
SHOWN 02/06/05
SHEET: 9/ 13
71
� ice- _.—...� - _--_____ -- �,..--�g ---�"� , • � � � � — U \
N /
---..------------ i - 22.5' B
\ —
a PROPOSED CVS
13,013 SQ. FT. /
;1 !- JASBO INC. & FRED
r L. GLAIZE /
V. \- ZONED: 2_ 4j /
C14\ -- tiSE- VACANT PR. 6" SDR-21 P
'< 2.96 ACRES WATER MAIN
r / /mom
—
MET
\ /46 BEND &Ono mom
Now woo MAIN
8"X8"X6" TEE i
3 "X8"X8" T.WATER MAIN 57E
J
8' GV CRQ$SM — — 10' WATERLINE
I �21- f/C_ ' Z`ONC. E — — 1pl�N _r _ -''�
N 57'29'55"
__-- ,-
( _ �2s�
584.54 gammon y� gaon
45' BEND &
T.B.
0' WATkRL.INE
_ Ek MEN
Q \ \lip
i
\ \ Ora il"'ty. �915392c� Eosem
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I j
50 0 50 150
Scale 1 " = 50 ft
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
www.fcso-woter.com.
2. The water and sanitary sewer protion of these plans are valid for two years from date
of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall
meet all Authority requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is tapped for the installation of a new line:
a) The Authority shall frunish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in new sewer services on new lines and the tie-ins are to be
coordinated with the Authority's Inspector.
7. Exact location of water and sewer services on new lines are to be coordinated with the
Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through
2" in size. It is the developer's/contractor's responsibility to have the meter box assembly
installed correctly. Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall .to .bo
between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's
Engineering Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1 /2"and 2" water services, the Authority shall make the tap and bring
thepiping to the property line. The contractor shall furnish and install the meter vault
assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve
or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention
assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE
standard No. 1048 or 1047. Radio read remotes are required.
general backfill general backfill
(see note) ,-----(-- S�.n
0.1
concrel
select backfill
o note)
O.D.
general backfill
(see note)
8"
24" select backfill
(see note)
I..
V select backfill
ee note)
6"
1/2 O.D.
6°
CONCRETE ARCH
general backfill
(see note)
O.D.
8"
24" select back -fill
(see note)
6" L 6°
concrete concrete
COI"'ORETE CRADLE CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
WATER MAIN PROFILE
735
_
_
----.__.__-__--
--___-_
__
SCALES: (H)
1" =50.0'
1" 5.0•
_.._ _
_____
_—_
_
735
_
(V
-_
_-__ _._
— _.._
__--
__ __
_.
730
__
___
__ __�_ _ _ _
_ .____ . ___—
_
_ ___
___.
725
__
-
—
--
--
--------
--
------
725
PROPOSED GRADE
_ __-
- _-_
720
715
N
w
715
PR. 8"0 370RM
-
EXIST►NG GRADE
18" MIN
710
0
m
---- _
-
J EA
---
- _— --
a
__
p
ac
PR._ 20 COf
ENCASEMEN
__ ._
PR . 8 "� SDR
WATER MAIN
21 PVC .
SAN. SEW.
-
-
------- -- - --
__
IC.
FOR
-- -----
EX.._ 15"_
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PR. 4 0 SAN
SEW. LAT.
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10+00 11 +00
12+00 13+00 14+00 15+00
16+00 17+00
WATER MAIN PLAN
��
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VE i (A 11 I I I I
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i
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LINE
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1
I 1 I P OPOSED CVS
11,013 SQ. FT. ,
00
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NX
r
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1 r
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50 0 50 150
Scale 1 " = 50 ft
WATER MAIN PROFILE
735--
SCALES: (H)
1* =50.
1" = 5.
'
_
735
__---
(V)
-----
_.__
_
_
__ _. _ _ _
730
730
F
725
720
715
36" MIN.
P_R._ 15
18" MI
EARA
.
R
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-
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WATER MAI
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C. LEWIS
No.
21621
�
wx
P ,
�SSIONAL
+3�
SURVEY:
PL-PLC.
2'
DRAWN BY:
JOB NO.:
PL-PLC.
0408024
SCALE:
DATE:
SHOWN
01/06/05
SHEET-
1 O/
11
SMHTARY SEWER LATERAL PLAN
II /i
MINI �► �1 elf �Illi
AM. _- �Td - Ar----
1000,
50 0 50
Scale 1 " = 50 ft
SANITARY SEWER LATERAL PRO1='ILE
SCALES: (H) 1" =50.0'
(V) 1" = 5.0'
EXISTING GF
ADE
- - -
-----
-- - ---
---
—
PROPOSED
RADE
725
720
_
720
715
PROP. 8"0
715
WM.
-
—_---
- —
—
-- _
---
T
STM. SEW.
mom
PR_. 386.10'
4"0 SDR-21
PVC,
O 2.08%
SLOPE
7M
7M
700
700
H
Z
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-- -
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-
---- --
a
a
--
—
--
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CD
+
O
+1
111
f
+1
+1
+1+
1
10+00 11 +00
12+00
13+00
14+00
Ire grade trench }�
minimum I I 5' minimum"
form board (typ D I machine excavation limit
C.
gate valve gate valve french bottom
& boxes & box undisturbed earth stone bedding
TEE, WYE, OR PLUG
TYPICAL SECTION
In lieu of wood forming the fitting may be wrapped with *denotes hand excavation
polyethylene, and the concrete poured to completely surround "D" 12" min. for 10" and smaller pipe
the fitting and against undisturbed soil. The bearing dimensions "D" = 18" min. for 12" thru 20" pipe
against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions.
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS •6" minimu
Pipe
Dia.
Plugs, Wyes &
Tees
11 1 /4' and 22 1 /2'
Bends
45' and 90'
Bends
A
B
C
A
B
C
A
B
C
6"
V-0"
0'-9"
V-0"
0'-9"
0'-W
U-9"
V-3"
U-9"
V-9"
8"
V-3"
0'-9"
V-3"
0'-9"
0'-9"
0'-9"
V-6"
0'-9"
2'-3'
10"
V-6"
0'4'
V-6"
V-0"
V-9"
V-3'
1'-9"
0'-9"
2'-6-
12"
1'4-
V-0"
2'-6'
V-3"
V-0"
V-6'
2'4-
1'-0"
3'-0"
4--0-
1 tr
I2'-3"
1'-0"
3' 6'
1'fi'
1'-0"
2'-0"
2-9"
1'-0"
4' 6"
18"
2'-6"
1'-3'
3' 9'
1'-0'
1'-3"
2'-0"
3'-0"
1' 3"
4'-9"
20"
2'4"
1 V-6"
1 4'-0"
1 V-9"
1'-6'
1 Z-0"
13'-3"
1' 6"
6-0"
11 1 /40 THRU W SENDS
gaiv.n rods over fittings and
_
embedded in concrete thrust
blocks.
FITTING SIZE ROD SIZE
NO. RODS
EMBEDMENT
12" & LESS
6
2
30"
M
Concrete
Fitting
Volume of thrust block
VERTICAL BENDS
size
11-1/4°
22-1/2°
45°
90°
stone bedding
6"
-
-
-
1.3
8"
-
-
1.1
2.3
10"
-
-
1.8
3.7
THRUST BLOCKS FOR VERTICAL
12"
-
1.2
2.8
5.5
UP BENDS SHALL BE THE SAME
14"
0.5
1.7
3.9
7.6
AS FOR HORIZONTAL BENDS.
16'
0.9
2.3
5.1
-
18"
1.4
3.2
6.3
-
20"
2.2
4.5
7.8
-
CONCRETE THRUST BLOCKING
Figure 2
VBHH77-1 5BHC-1 1-77
2" custom setter
(meter by FCSA)
cast in place access standard flat top
door, centered in
for 4' diameter
top (see note 1)
manhole
varies
2' max.
at property line
finished
(see note 2)
grade
skid pad
roadway box
c_
E
3' riser section for 4'
2" CTS PY1Me
ti
diameter manhole
tubing (PET) 200 psi
a
with cutouts
w/ SS inserts at all
connections
3' min.
saddle with
corporation stop
solid support blocks
water main
under custom setter
6" stone bedding
ball valve curb stop with PJ
C14-44 w/ SS inserts
(CTS) both ends [B44-777
and MIP plastic plug
w/ SS inserts); with 2" gate
valve operating nut
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1 R3030
b) in traffic area - model no. H1 R2424
8
2. Water service crossing street:
a) Encased in 6" diameter SCH40 PVC or SDR21 pipe.
The piping shall run from one foot beyond sidewalk,
across street, to one foot beyond sidewalk.
CUTOUT DETAIL
b) Install 12 gauge insulated copper wire (for line tracing)
from corp. stop to into the meter box [ wrap wire around
(typical)
corp. stop; wire to be taped to top of PET at 10 foot
intervals; come up into meter box and terminate level
with angle ball valve).
1 1/2" and 2" METER INSTALLATION
Figure 6
M.J. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS
WATER
10, 10,
top of
stream bank
rip rap �\,,
stream
J�
dstaN
concrete //, ,� ,
encasement
11 M94
s.
77
77777
SEWLM
rip rap to be minimum 6 ft. wide
and 1 ft. deep
3' as 3'
required
STREAM CROSSING
Figure 4
concrete pad
T-6" sq. x 6" deep
4" stone—�,
t`4
screw type
a
adjustable valve box
I
36" min.
location marker
stone
valve megalugged
megalugs
to main
megalug
4
88 :888888
f'
—thrust block
18" to 24'
8"x 8"x 16" solid block
(for valves 12" and larger) Note: this detail is also
used for butterfly valves
GATE VALVE
Figure 7
R
cast iron cleanout cap with brass
/
plug must be 8" from the top of the
f/ screw type adjustable box
finished
rade
B"
square concrete skid pad
.. 20"x 20"x 6" deep
cast iron cleanout cap with brass
Q�Q
VALCO, Inc
plug having a countersunk square
Fig. No. 71BOB
head Panella Model PA4SV-CSK (4")
vC3
with lid marked
"SEWER'
SDR 21 - cleanout pipe
bottom section
of box
brick base
SDR 35 spigot by
SDR 35
SDR 21 gasketed
bell adapter
gasketed bell wye
sanitary
(see note)
1" SDR 35 gasketed
sewer main
SDR 21
,�-• bell 45' bend
�s
y
6" stone bedding
NOTE :If top of sewer main is greater than 15' deep,
then wye and bend to be heavy wall SDR35
SEWER CLEANOUT
Figure 16
METER BOX and COVER
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4"
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
Opposite Side
Ags
3" stone —
surrounding box
�`/
IlilriiL—tlrll•I
\�C
COPPERSETTER
meter
size
Opposite Side
Same Side
5/8"x3/4"
VBHC72-18WD-44-44-B4
VBHC82-10WD 44 44-134
3/4"
VBHC72-18WD-44-44-B4
VBHC82-18WD-44-44-B4
1"
VBHC74-15WD-44-44-B4
- N/A -
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box [wrap wire around corp.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve).
5/8"x3/4", 3/4" & 1" METER INSTALLATION
(4 FOOT COVER)
Figure 5
FIRE HYDRANT ASSEMBLY
Figure 8
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J N C. LEWIS 9
' No. 21621
OA
SSIONAL
SURVEY:
PL-PLC. 2'
DRAWN BY: JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
SHOWN 02/06/05
SHEET: 1 1 / 1
LANDSCAPE REQUIREMENTS:
Parking Lot Landscaping:
Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Area
Required Trees: 46,790 sq. ft./2,000= 23.4=> 24 trees
Provided Trees: 33 trees
. Required Headlight Screening: 3' high between Rights —of —ways and adjacent properties
and parking areas
Provided Headlight Screening: 3' high evergreen shrubs along Warrior Drive, Tasker Road,
and along adjacent properties.
Interior Areas: 5% Interior Greenspace
Greenspace Required: 46,790 sq. ft. (x) 0.05= 2,340 sq. ft.
Greenspace Provided: 3,341 sq. ft. (or) 6.56%
(1) Tree Per 10 Parking Spaces
Trees Required: 66 spaces/10= 6.6=> 7 trees
Trees Provided: 7 trees
Zoning District Buffer: A category "B" buffer is required against adjacent RP zoned property to the East.
Required Buffer: 25' inactive buffer
25' active buffer
Full Screen (3 plants per 10 linear feet of buffer with a min. J deciduous plants)
Provided Buffer: 25' common inactive buffer is located on the adjacent RP zoned property.
25' common active buffer is located on the CVS property along the eastern boundary line,
adjacent to the RP zoned property.
A common Full Screen is proposed along 135' of the 25' inactive buffer on the adjacent RP zoned
property, in addition to a 6' board on board fence. The remaining 266' of buffer will be screened
by existing dense vegetation that is to be preserved along the existing stream as well as
supplemental deciduous and evergreen plantings that shall be intermixed with the existing vegetation
to provide additional screening.
LANDSCAPE INSTALLATION:
1. 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.
2. 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.
3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of
the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according
to the American Association of Nurserymen.
4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems.
5. 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.
6. 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 minimum of 4 inches of mulch uniformly over beds. Trees located within four
feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage.
7. Locate trees a minimum of 3 feet from walls or walks, if possible.
8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be
double —guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose
connections. Stakes shall be 2" x 2" x 72".
9. Use shredded hardwood bark mulch in all planting beds.
10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants.
11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department.
12. 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.
13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from
time of installation.
14. All existing plant materials shall remain unless otherwise noted on the Site Plan.
15. All landscaping that shall be done in association with this project shall conform with section 165-36B of the Frederick County Zoning Ordinance.
PARKING LOT LMDSCAPM PLANT LIST
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING I
REMARKS
AS
15
Acer soccharum
Sugar Maple
2 1/2" cal.
see plans
CM
6
Cornus mas
Cornelliancherry Dogwood
2" cal.
see plans
CID
9
Crataegus phaenopyrum
Washington Hawthorn
2 1 /2" cal.
see plans
IC
110
Ilex cornuto 'Dwarf Burford
Dwarf Burford Chinese Holly
36" height
4' o.c.
KP
4
Koelreutena poniculota
Panicled Goldenraintree
2 1 /2" cal.
see plans
LS
6
Liquidamar styracifluo
American Sweetgum
2 1 /2" cal,
see plans
RC
31
Rhododendron catawbience
Catawba Rhododendron
36" height
4' o.c.
e
{oven er, orezy
ALL bILt5 INUIGAI t HLAN I HLIGH I Al 11Mt Ur I'LAN I INU
SUPPI FUPWAL PLANTINGS FOR ZONNNG DISTRICT
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
ISPACING
I REMARKS
JV
8
Juniperus vir iniano
Eastern Redcedar
4' height
15' o.c.
TC
14
1 Tsuga conadensis
Canadian Hemlock
4' height
15' o.c.
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
NOTE:
CONTRAC'
HYDROSEE
AREAS DI
OF THEIR
(2) UPRIC
TREES OF
TO BE GL
TREE WR)
RUBBER I
2"x2" HAI
2 PER TR
12 GAUGE
WIRE —DOT;
4" MULCH
3" SAUCE
EXISTING
SOIL MIX
COMPACT
TREE FRC
UPRIGHT
FIRM BEA
REMOVE 1
ROPE FRC -
TREE PLANTING
SECTION
MIN.
NOTES:
ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2.
ALL HARDWARE TO BE HOT —DIPPED GALVANIZED.
FINISHED SIDE TO FACE ADJACENT PROPERTY.
r%r% ♦ PY11 rr\ l^r- r%r r A l l
NOTE:
PLANT SPACING VARIES —(SEE PLANS) —
PRUNE ALL BROKEN, DISEASED, AND
WEAK BRANCHES.
ALL SHRUB BEDS TO BE COMPLETELY
EXCAVATED OF ALL EXISTING SOIL
TO REQUIRED DEPTH AND BACKFILLE[
W/ REQUIRED SOIL MIX. _
MULCH TO BE 3" DEPTH
COMPLETELY REMOVE ALL
STRINGS, RIBBONS, AND
TAGS FROM PLANT.\`
REMOVE TOP 1/3 OF ALL
BURLAP FABRIC AROUND
ROOT BALL.
SCARIFY ROOTS ON POT
BOUND PLANTS.
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTING BED
SECTION
PR-.,,, VEGETATION ME
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O \\�/ •• • ...
o O 0 0,0
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--,TREES ON ADJACENT P�OPERTY
TO BE -INSTALLED BY OvTHERS.
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No. 21621
�`s TONAL
SURVEY:
C.I.:
PL—PLC.
2'
DRAWN BY:
JOB NO.:
PL—PLC.
0408024
SCALE:
DATE:
1"=40.0'
02/06/05
SHEET:
2�
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY
OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE
REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS
OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE
APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT
1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS,
PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
PAVING AND CONCRETE:
1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL
RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF
CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A
SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE
AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND
CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS
OF VDOT.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION.
HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE
LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN
THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE
ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY
FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF
CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY
THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED
THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A
CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE
PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO
EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION
OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS
PROJECT, THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE PLANS.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END
OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY .:ND
AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE.
ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT
DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL
DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE
REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER
CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE
USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL
MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT
THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL
TIMES.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND
LOCATIONS OF ALL OF
THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES
SHALL BE LOWERED
OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED
AND GRUBBED MATERIALS
SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS
FULL DEPTH AND
STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY
THE OWNER'S
REPRESENTATIVE FOR FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED
BY THE CONTRACTOR AND
APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN
LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM
D-698 MAXIMUM DRY
DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL
ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING
UTILITIES OR STRUCTURES
WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6"
TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL
BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED.
5
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE
(3000 PSI) 4" CONC
TYPICAL SIDEWALK; DETAIL FOR PUBLIC R.O.W. (NO REBAR)
NOT TO SCALE
4" CRUSHED STONE
(3000 PSI) 4" CONC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL ON -SITE STOOPZSIDEWALK DETAIL
NOT TO SCALE
EXISTING OR PROPOSED CURB(TYP)
WHERE SHOWN ON PLANS
(OR AS SHOWN ON PLANS)
4
. . . . . . . . . . . . . . . . . •. .... .,.
EXP. JT. MAT'L 4" CRUSHED STONE
(3000 PSI) 4" CONC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK /CURB DETAIL
NOT TO SCALE
1 "0 DOWELL HOLE 1 "0 DOWELL HOLE
r
6' - 0"
FRONT VIEW
PROP. 6' CAR STOP
EX. PAVEMENT
STRUCTURE
5/8"Ox18" STEEL DOWELL
PRE -CAST WHEEL STOP DETAIL
NOT TO SCALE
1 /2"
CONTINUOUS 2"
#4 REBAR 1"
END VIEW
VAN ACCESSIBLE SIGN-- \
-- 4 2" x 18" STND.
RESERVED
RESERVED
PARKING
PARKING
STND. U—CHANNEL POST
W-1
VAN
ACCESSIBLE
n Vireo-eoa
it o
TONS -AWAY MW j
mw-AMAY 20E
VAN
HC
ACCESSIBLE
SIGN
- — PROP. GROUND SIGN
HANDICAP SIGN DETAIL
NOT TO SCALE
V)
z
n
D'
w
CG-6R
COMBINATION 6" CURB & GUTTER REVERSED
NOT TO SCALE
FACE BRICK TO
MATCH
BUILDING
ROWLOCK
COURSE -
CG— 6
COMBINATION 6" CURB & GUTTER
NOT TO SCALE
(SEE VDOT (ICG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
UGHT
2" SM-2A
8" 21—A --
COMPACTED SUBGRADE
TYPICAL SITE PAVEMENT DETAIL
NOT TO SCALE
APPLY THE LIGHT PAVEMENT SECTION TO ALL
PERIMETER PARKING STALL AREAS.
HEAVY
COMPACTED SUBGRADE
ROWLOCK
COURSE
8" CMU HORIZ
REINF 0 16"
O.C.
PAVING, RE: CIVIL
CONRETE APRON WREINFI,
SEE CSTRUCTURAL DRAWINGS I
SLOPE AS INDICATED BY PLANS
SECTION AT SCREEN WALLS
NOT TO SCALE
SEE ARCHITECTURAL PLANS FOR ADDITIONAL CONSTRUCTION DETAILS.
HEAVY PAVEMENT DETAILS
NOT TO SCALE
APPLY THE HEAVY PAVEMENT SECTION TO ALL
DRIVE AILSES.
END OF STALL —
STRIPE OR CURBING
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS
SHOWN ON PLANS.
WHITE SYMBOL PER ADA
ON SOLID BLUE BACKGROUND
WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45' ANGLE
OR 5'
NOTE:
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.
PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
BORE HOLES IN
CONCRETE TO
ACCEPT CANE
BOLTS FOR BOT
OPEN AND CLOD
POSITIONS
MASONRY WALL (SE
DETAIL THIS SHEET.
6" CONC. SLAB
W/ 6"X6"X10/1
WELDED WIRE
MESH
DUMPSTERS B)
OTHERS
(2) 0 S
PIPE FILL
CONC. 4'
WITH 18"Iv
CONC. FOOTING
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PER OWNER
SPEC.
TRASH ENCLOSURE DETAIL
NOT TO SCALE
SEE ARCHITECTURAL PLANS FOR ADDITIONAL CONSTRUCTION DETAILS.
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JOB NO.:
PL—PLC.
0408024
SCALE:
DATE:
AS SHOWN
02/06/05
SHEET:
1 3/ 1
WARRIOR CEleTTER
9 Opequon Magisterial District
n Frederick County, Virginia
-Owner/ Developer JasboInc. Fred L. Glaioze,, III Master Development Plan Application
0 0
P.O. Box 888 0 Winchester, -virRima 22604
X
Vicinity Ma
Scale: I " = 5 0 0 '
Approved By:
Owner/Developer:
0 1 T);-rpi-triv niFP1-nritiinrrnnA P*-,.A T TTT
TOTAL AREA:
EXISTING ZONING:
EXISTING USE:
PROPOSED USE.
NUMBER OF PHASES:
TAX IDENTIFICATION NUMBER:
MAGESTERIALDISTRICT:
WATER AND SEWER AUTHORITY
TOTAL SQUARE FOOTAGE PROPOSED:
TOTAL PROPOSED FA.R.:
TOTAL PARKING REQUIRED:
10.7333 ACRES
B-2 GENERAL BUSINESS
VACANT
RETAIL, RESTAURANT & COMMERCIAL
75-A-105 (PORTION)
OPEQUON
FCSA
47960 SF OF RETAIL
13200 SF OF RESTAURANT
13.08%
240 FOR RETAIL
132 FOR RESTAURANT
243 FOR RETAIL
134 FOR RESTAURANT
THIS PARCEL WAS REZONED UNDER APPLICATION #002-98 FROM RP (RESIDENTIAL
A
PERFORMANCE) TO B2 (BUSINESS GENERAL).
T_% .1—% •
10
ijusiness and Industtial zZoning L.4stricts B-2
Dimensional and Intensitv Reqtr ements
.7
FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS:
50 FT.
FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS:
35 FT.
SIDE YARD SETBACKS:
0 Fr.
REAR YARD SMACKS:
0 FT.
FLOOR AREA TO LOT AREA RATIO (FAR):
1.0
MINIMUM LANDSCAPED AREA (PERCENTAGE OF LOT AREA):
15%
MA)M4UMHEIGHT: -
35 Fr.
MINIMUM LANDSCAPED AREA:
IN THE B-2 BUSINESS GENERAL ZONING DISTRICT, THE PLANNING COMMISSION MAY
REQUIRE THAT MORE THAN 19/o OF THE AREA OF A SITE SHALL BE LANDSCAPED IN ORDER TO
MEET THE INTENT OF THIS CHAPTER. ADDITIONAL LANDSCAPED AREAS MAY BE REQUIRED
TO ENSURE THAT ALL UNUSED AREAS ARE LANDSCAPED AND TO IMPROVE THE GENERAL
APPEARANCE AND USE OF THE SITE. IN NO CASE SHALL MORE THAT 25% OF THE SITE BE
REQUIRED TO BE LANDSCAPED IN THE B-2 BUSINESS GENERAL ZONING DISTRICT.
J,j�rtF.7jt
M&_ - I
02xvix Ak,4A to
_4 -1 _..A 0A
"Tasker Road and .Warrior Road Commercial"
Preliminary ma=
Pursuit to Section 19A. : 491.1.ILLeg, of the code of Virginial 1950, as amended,
and the pfovWons of. the.Pygderick County Zoning Ordinance with respect. to
condiflorW.4onin& thk undersioned:-Applicaht hereby proffers that in the event
the.Board of • 5upervisors. of Frederick County, Virginia,.shall,- approve Rezoning
Application the rezoning of 35.6774 acres from gesidenLial
Performahcle-(RP) Zonift-Distriet-tod-the Business .General (8-2) Zoning'District,
develop ,mentsubject,property shall be ftio h .of the subj -done4ft.co rmity- with the. terms
and. conditions I iseL forth herein, except to the extent that such terms and
conditidns.may be: subsequimt1Tamended:*r revised by the applicant and,6uch be
approve.d. by the Frederick County Board of Supm-visors in. accordance.with
Virginia ]a*.. b the event-thait. such rezoning is, not, granted, then these proffers
shall be'deemed.wlthdtawn and of no effect whatsoever. These proffers shall be
bindingiupoh the applicant.arid their legal successor or -assigns.
lranWortati2n Improvements, to, Qf(W IMIDad of =10=_ent
A traffie.Jrhpact study will be conducted -using VDOT procedures for each site
development use proposed within the Tacker -Road & Warrior Roade .
commrcia'l-die;A.1he. .time of site.plan . review. Improvements will be
Construded .by the undersigned as required by VOOT -regulations for the
predicted1raffic. impacts -based: upon 'the -specific use proposed.
RffihjcL(1.d sem;
The, undersigned, Who owns -the above described property, hereby. voluntarily
proffers
s- that if themBOArd of -Supervisors for Frede rick, County, Virgibia,approves
the rexordifig for the 35.6774 acre tract, lying along Ticker Drive in the:Opequon
Ma&terlal District of Frederick County,, Virginia from RP to D-2, the
undersigned will- restrict the use of the property -by nouallowingthe following
uses:
"TaskerRoad and WarldorXold COMMeWd"
I age 2
a Automotive, dealers
Gasoline service stations (pumps at conveniLince stores are allowed)
Hotels and motets
Car washes
Golf. driving.ranges; and miniture golf. courses
• W #ingcages
• Membership organizations
• Circle, Social and fraternal organizations -
• Puneral.homes & crematoriums
• Drive -In -theaters
Restricted Kati —is of Overitiga
The undersigned, who. owns the .above described .property,.hereby voluntarily
proffers that.If tht:'Board of Supervison for F*derick County; Virginia approves
the rezoning. -for. *0 $5,6774 acre -tracl, lying along Tacker Road. in the Opequon
Magiat"I. District of Frederick County, 'Virginia, from. RP to B-2, the
undersignedshall restrict hours of operation by -requiring businesses to be dosed
,frown 11,00 pm. to6:oo a.m.
Parcels, to be Rezoned
The'und'' d who owns the above described property, hereby voluntarily
. . pr*18ne! ,
Proffer , s fat
t :if
if the-Boatd. 6f Supervisors for Frederick 'County, Virginia Approves
thefewnifir for , the 35.6774-acre tract,,;ying along Tacker Road in the oMuon
Magisterial District- of Frederick 13 County,. Virginia from .RP to -2, the
uode' -4-red
018nie uces, the. rezoning -request by elinithating parcel 1,as shown on
the attached plan entitled -rasker -Road &Warrior Road"- dated. 2/10/98 by
Gilberi *.60ord & Associates.
Monetary 1111113tribuilqn, to, Offset
_1MP&d.QLD WgLt
The -undersigned; who. own$..othe above gX&P
e desen'bed pr
operty:hereby voluntarily
Proffers '.,Lhat If. the Board of -Supervisor& for, the
County of:Frederkk,.Virginia
approVes ..thelezoning:for : the, 35.6774 tract, lying .along Tasker Drivd in the
opequoo� Magisterial DistrictofFrededck:County,,, V 1-tgiw
a AM RP to B-2, the
undersigned ,will pay to: Alederick. County. for.the .Stephens 'City Fire. and Rescue
Company. The coatof $6,545.97 at the time the first building permit is applied
for and issued.
■4'Apri1 2004 Sheet 1 or 2
1H
z C.E. MADDOX, JR,
0 CERTIFICATE NO.
0 7091
REGISTERED
PROFESSIONAL
%_ ENGINEER - ,
it c w. cli5ord & associates
5 a division of
Patton Harris Rust & Associatespc
Engineers. Surveyors. Planners. Landscape Architects.
117 East Piccadilly Street, Suite 200
Winchester, Virginia 22601
R+A T 540.667.2139
PH F 540.665.0493
MW
X
GENERAL NOTES
1. The property delineated on this plan is located at the intersection of Warrior Drive
and Tasker Road in the County of Frederick, Virginia. The site is currently vacant. The
developer/owner of the property proposes to construct a, CVS Pharmacy building on a
2.39 acre site. The primary site entrance will be from Warrior Drive. A secondary point
of access will be constructed from Tasker Road.
2. Property Owner
JASBO INC.
P.O. Box 480
Stephens City, Virginia 22655
3. Developer: Contact: Mr. Danny Laycock
JEM X, LLC
P. 0. Box 3538
Gastonia, NC 28054-0020 Telephone: (704) 867-4628
4. Engineer/Landscape Architect: Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
116 South Stewart Street
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Topographic information shown on these plans was provided by Painter -Lewis, P.L.C.
Boundary information was taken from existing records.
6. Site Data:
Parcel Area: 2.374 Acres
P.I.N: 75-A-105
Zoning: B-2
Magisterial District: Opequon
Existing Use: Vacant
Proposed Use: CVS Pharmacy
Front Yard Setback (R.O.W.): Required-
50'
Provided-
75'
Rear Yard Setback: Required-
0'
Provided-
65'
Side Yard Setback: Required-
0'
Provided-
110'
Maximum Building Height: Allowed-
35'
Proposed-
30'
F.A.R. Allowed- 1.0
Provided-
0.149'
Total Building First Floor Area= 13,013
sf
Total Mezzanine Area--' 1,378 sf
Total Building Floor Area= 14,391
sf
Greenspace- Required - 15% (0.356 acres)
Provided - 41 %
(0.833 acres)
Impervious Area: Allowed- 85%
Proposed- 61.9%
(1.47 acres)
Total Building Footprint Area=
13,613
sf
Total Asphalt Pvmt. Area=
46,790
sf
Total Concrete Pvmt. Area=
3,635
sf
Total= 64,039 sf
7. Parking Space Requirements:
Property Line Setback: Required- 5' Provided- 13'
Parking Spaces: Required-(1) space per 250sf of office space
office area: 1,111 sf/250=4.4 spaces
(1) space per 200sf of retail space
retail area: 9,913sf/200=49.5 spaces
(1) space per emp. for storage/auxilliary space
storage/aux. areas: 3,367sf/4 emp.-4 spaces
Required- 57.9 spaces
Provided- 66 spaces including (3) Handicap spaces
Loading Space: Required- (1) space for 30,000sf-100,000sf of floor area
None Required (22,360 sf proposed)
Provided- None
8. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC ramps off site shall be constructed per VDOT standards.
9. Landscaping, Buffers, and Screening: See Sheet 12.
10. Lighting: Parking Areas shall have pole mounted area lights. All proposed lights shall
be oriented to preclude any off -site illumination.
11. Trash Receptacles: (1) Dumpster with masonry screening fence
12. Signs: All signs proposed for this development shall conform to section
165-30 of the Frederick County Zoning Ordinance.
13. Storm Water Management is provided by an underground storm water detention
facility along the eastern and northern limits of the parking areas. Please refer to the
Storm Water Management Report provided by Painter -Lewis, P.L.C.
14. Environmental Features:
Wetlands- No wetlands have been identified on this site.
Flood plain- According to the Flood Insurance Rate Map for Community Panel
Number: 510063-0200 no floodplains exist on or near this site.
Sink Holes- No sink holes have been identified on this site.
Steep Slopes- No steep slopes have been identified on this site.
Woodlands- The site contains approximately 2 acres of woodlands.
15. The owner of the parcel shall be responsible for the maintenance of the adjoining
sidewalk and asphalt trail shown in the public right-of-way.
16. All utilities connected to this site shall be placed underground.
17. This site plan is being submitted under an approved Master Development Plan titled
"Land Bays 1-7 for Land Along Tasker Road" and signed on September 22, 2004. This
proposed site plan is subject to the following restrictions:
The following uses are not allowed:
Automotive dealers
Gasoline service stations(pumps at convenience stores are allowed)
Hotels and Motels
Car Washes
Golf driving ranges and miniature golf courses
Batting cages
Membership organizations
Civic, Social and Fraternal organizations
Funeral homes & crematoriums
Drive-in theaters
All businesses are required to be closed from 11:00 p.m. to 6:00 a.m.
Per REZ#2-98 proffers: a monetary proffer of $6,545.97 is required at the time of
issuance of the first building permit on the site.
Z
CV PHARMACY
ITE PLAN
WAHIR ( DRIVE & TA KER ROAD
1FR1F=101F=1R CW[f% COUNTY, W He N A
�TV)
0B'
N
®®®®® ®�
b
75-A -105
THE R SAND GROUP
INS 1040015392
ZONED: RP
USE. SINGLE FA MIL Y DETACHED
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
C1
702.5000'
201.1645'
200.4779'
N 54*57'14" E
16°24'25"
C2
827.5000'
442.7459'
437.4838'
S 47'49'46" W
30`39'20"
C3
40.0000'
55.8505'
51.4230'
N 72°30'06" E
80°00'00"
PUBLIC ROAD IMPROVEMENTS
Virginia Department of Transportation
14031 Old Valley Pike
Edinburg, VA 22824
540-535-1818
RESIDENTIAL
11 1
WATER AND SEWER SERVICE
Frederick County Sanitation Authority
P.O. Box 1877
Winchester, VA 22604
540-868-1061
BUILDING INSPECTIONS
Frederick County Inspections Department
107. N. Kent Street
Winchester, VA 22601
540-665-5656
EROSION AND SEDIMENT CONTROL
Frederick County Public Works Department
107 N. Kent Street
Winchester, VA 22601
540-665-5643
75-A-104E
JASBO INC.
ZONED. B2
USE.- VACANT
�II
NATURAL GAS
Shenandoah Gas
350 Hillondale Lane
Winchester, VA 22602
540-868-7911
ELECTRIC SERVICE
Allegheny Pc�w�r' '
3463 Valley Pike
Winchester, VA 22602
540-722-5830
TELEPHONE SERVICE
Verizon
404 Hillandale Lane
Winchester, VA 22602
540-665-3156
M
O 1
IZ I 1
N
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Ln Do 75M-1-1-80A
a I MfOSBY ST ' ON
o HOMIOF OWNER
I I RP
0 o USE. OPEN SPACE
I o
I i 1 I /1
s
RESPONSIBLE LAND DISTURBER
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER IS THE
PARTY RESPONSIBLE FOR CONSTRUCTION &
MAINTENANCE OF ALL THE LAND DISTURBING
ACTIVITIES AS SET FORTH IN THESE PLANS.
ASSY.
ASSEMBLY
B.F.
BASEMENT FLOOR I
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BP
BREAK POINT
BSBD.
BASEBOARD
CG-2
VDOT CURB
CG-6
VDOT CURB do GUTTER
CIP
CAST IN PLACE CONCRETE
CL
CLASS
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
EOG
EDGE OF GRAVEL ,y
EX.
EXISTINGLp� "
F.F.E.
FINISH�D
FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION '
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
F.LT.
FLOOD LIGHT
Go.
GAUGE
GM
GAS METER
GV
GAS VALVE or GATE VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6" HEADER CURB
HP
HIGH POINT
HTR.
HEATER
INC
INCREASER
INV
INVERT
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
LP
LOW POINT
LT.
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NLT
NO LEFT TURN
NRT
NO RIGHT TURN
N.T.S.
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PROP.
PROPOSED
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
R.D.
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
SEW.
SEWER
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R.
TO BE REMOVED
T.B.P.
TO BE PRESERVED or PROTECTED
TB or T.B.
THRUST BLOCK
TC
TOP of CURB
TEL
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP or TYP.
TYPICAL
UGE
UNDERGROUND":ELECTRIC -
UGG UNDERGROUND GAS t
UG CATV UNDERGROUND CABLE T.V.
UGT UNDERGROUND TELEPHONE I �
XFMR ELECTRIC TRANSFORMER _
WL WATERLINE cJ _ (�j -0c
WM WATER METER �S
WPP WOOD POWER POLE J �•
WTP WOOD TELEPHONE POLE 0
WV WATER VALVE
5'R RADIUS IN FEET
*00.00 PROPOSED SPOT ELEVATION V4
x(00.00) EXISTING SPOT ELEVATION Q .021621
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE �`�x0NAL S
1/8" PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP).
LIST `OF DRAWINGS:
SHEET
1 /13:
COVER SHEET
SHEET
2/13:
EXISTING CONDITIONS PLAN
I
SHEET
3/13:
EROSION AND SEDIMENT CONTROLPLAN
SHEET
4/13:
.EROSION AND SEDIMENT CONTROL DETAILS
SHEET
5/13:
RIGHT-OF-WAY IMPROVEMENTS PLAN
SHEET
6/13:
OFF -SITE STORM SEWER PLAN AND PROFILE
Wi.
STORM STRUCTURE DETAILS
f
SHEET
7/13:
SITE LAYOUT PLAN
n..
SHEET
8/13:
SITE GRADING PLAN
:.:E CJ
SHEET
9/13:
ON -SITE STORM SEWER PLAN AND PROFILES,
�?
SHEET
10/13:
WATER MAIN PLAN AND PROFILES AND DETAILS'
F.C.S.A. NOTES
SHEET
1 1/13:
SANITARY SEWER LATERAL PLAN AND PROFILES
AND WATER AND SEWER DETAILS
SHEET
12/13:
SITE LANDSCAPE PLAN AND DETAILS
SHEET
13/13:
CONSTRUCTION NOTES AND DETAILS
'ZONTNG ADMINISTRATOR DATE
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
op
PP
A�
c
CONSULTING
ENGINEERS
PAINTER-LEWIS. P.L.C.
116 South Ste"t Street
Winchester, Virginia 22601
Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: office®painterlewis.com
JOB NO.: 0408024 SHEET:
February 06, 2005 1/13
Latest Revision Date: MAY 01. 2005
01
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SURVEY:
722.00 PL-PLC. 2'
f
DRAWN BY:
40 0 40 120 JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
Scale 1 40 ft 1"=40.0' 02/06/05
SHEET:
2/13
t 723.
EXTRA STRENGTH FILTER FABRIC
NEEDED WITH WIRE SUPPORT
STEEL OR
WOOD POST
FLOT
FLOT �-
_ -T 10 FT MAX. SPACING WITH
WIRE SUPPORT FENCE
PONDING HT. PONDING HT.
STEEL OR WIRE & FILTER FABRIC
WOAD POST ATTACH SECURELY
36' HIGH MAX-1TO UPSTREAM
SIDE OF POST.
RUNOFF RUNOFF
i
12" MIN. II \ --
j 4 x6" TRENCH
.� WITH COMPACTED
j BACKFILL
STANDARD DETAIL
9 MAX.
iECOMMENDED) o <. •�>,
STORAGE HT.
i li I �I I•i'��'i•I_ �"
12" MIN
I I I I GRAVEL
IA
♦ I TrML i • Tr rM rT • I I
TRENCH WITH NATIVE BACKFILL
TRENCH WITH GRAVEL
NOTE:
4.
SET POSTS AND EXCAVATE A 4"x4"
1. INSPECT AND REPAIR FENCE AFTER EACH
TRENCH UPSLOPE ANLONG THE LINE
STORM EVENT AND REMOVE SEDIMENT WHEN
OF
POSTS.
NECESSARY.
5.
STAPLE WIRE FENCING TO THE POSTS.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
6.
ATTACH WIRE FILTER FABRIC TO THE WIRE
TO AN AREA THAT WILL NOT CONTRIBUTE
FENCING AND EXTEND IT INTO THE TRENCH.
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
7
BACKFILL AND COMPACT THE EXCAVATED
3. SILT FENCE SHALL BE PLACED ON SLOPE
SOIL.
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
SILT FENCE DETAIL WITH
WIRE SUPPORT
NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
2 % OR GREATER
EXISTING PAVED 17000
ROADWAY
I
FILTER FABRIC
SECTION A - A
NOTE. /
SPILLWAY USE NDBAGS, STRAW BALES
SEDIMENT BARRIER �0rHANNELIZE RRUNOFFO BASIN
METHODS(STRAW BALE TYPE SHOWN) ASQUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
Q ! `�
0
Q �o
O FLOW PWW
0
j
L A A WASHRACK 2"-3" COURSE g Y
AGGREGATE
° MIN. 6" THICK0.
o' I t�,
zDIVERSION RIDGE
H
i)
w 70' MIN.
PLAN
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION 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 TEMPIMARY
PRIOR TO NTO PUBLIC
3. WHEN WASHING ENTRANCE
IS REQUIRED,
REQUIRED,ITSIHALL BE DONE GRAVEL
ON AN AREA WITH CRUSHED
THAT DRAINS INTO I ANEAPPROVED SEDIMENTONE TRAP CONSTRUCTION
4. OR INSTDALL CATT EINGUARDS AS CALLED FOR ON THE PLANS. ENTRANCE/EXIT
IN
-ENDWALL, FIELD MITRE, OR END SECTION
D
STONE
WOOD STAKES OR
METAL REBAR.
DRAIN
GRATE
LESS THAN /
5% SLOPE
PONDING HEIGHT
A
LA
PLAN
DROP
INLET
STRAW
BALES
STRAW BALES
TIGHTLY STACKED OR
OFFSET CORNERS
AS SHOWN.
GRAVEL
BACKFILL
GRAVEL
BACKFILL
EMBED STRAW
BALE 4" MIN.
INTO SOIL.
NOTES: SECTION A - A
1. DROP INLET SEDIMENT BARRIERS ARE TO
BE USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. EMBED THE BALES 4" INTO THE SOIL AND
TIGHTLY ABUTINGS GOR PLACE BALES WITH RAVELL BACKFILL WILL ENDS STRAW BALE/GRAVEL
PREVENT EROSION OR FLOW AROUND THE BALES. DROP INLET
3. THE TOP OF THE STRUCTURE (PONDING HEIGHT)
MUST BE WELL BELOW THE GROUND ELEVATION
DOWNSLOPE TO PREVENT RUNOFF FROM BY- SEDIMENT BARRIER
PASSING THE INLET. EXCAVATION OF A BASIN
ADJACENT TO THE DROP INLET OR A TEMP-
ORARY DIKE ON THE DOWNSLOPE OF THE
STRUCTURE MAY BE NECESSARY.
{
12"
GRAVEL FILTER*WIRE MESH
RUNOFF WATER � FILTERED WATER
•
77
%:pA a I ,MIL!
SEDIMENT
CONCRETE GUTTER
CURB INLET
SPECIFIC APPLICATION
THIS MEATHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE
PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
AREAS.
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE.
GRAVEL CURB INLET SEDIMENT FILTER
NOT TO SCALE VA EROSION AND SEDIMENT CONTROL HANDBOOK 1992 3.07
OUTLET ID
L
W
D
STONE d50 MSD
TONS REQ'D
8 11
25'
25'
18"
0. 5'
70
Al
25'
20
18"
0. 5'
55
A
15'
15'
18"
0. 5'
25
[sill :4 M '16•2
NOT • SCALE
EC-2
CENTER ROW MAY BE
I I I r
ELMIMTED W1EN SLOPE
I
IS LESS THAN 41
5' MAX. 41 OR FLATTER
Y MAX. STEEPER THAN 4*1
IT
ND
EDGE AEND JONTS TO
�' TO
I I
I I
BE OVERLAPPED 2" MI111".
LAP AW
I
Milli,
I
COMMIE THIRD ROW OF STAPLES
FROM EACH STRIP IN LAP WITH
ALTERNATE SPAC NG.--i
ANC►NR SLOT
f►y
-A
O
TAMP SOIL FIRMLY
I4
JUNCTION SLOT
s
-
CHECK SLOT
Al4CHM
SLOT
FOLD n
MAX.
ATA661P
SOILFN%&Y
TEFM OL FOLD
I I -! f
I
(TAMP SOIL FIRMLY TAMP SDI. FIRMLY
TAMP soy FIRMLYI I CHECK SLOT JUNCTION SLOT
NotNL
Ill TO 2'
+r- j+-1" TO 2" t• APMXNATE 200 STAPLES REQUIRED
PER V X 225' ROLL.
Z. AMC" SLOTS JUNCTION SLOTS AND
ell"I CHECK SLOTS °TC BE BURIED e" TO 12"
I AND VARIABLE.
JUNCTION SLOTL 4,
3. MAX. 3PAI,ING C-C CDEM SLOTS
NO. In Mil. SSTTEE ER�THIv B LESS 50' SLOPE
GA[# WIRE � w 4. STAPLES FORMED STAPLE RO NO. STEEL
SOIL RETENTION MAT NGTH
STAPLMIG DIADltAMl JUTE MESH LENGTH FSlANDOR � STAPLE we ww
AL NOTES:
1. SAM OF PAYMENT TO RE SQUARE YAN DS OF PROTECTIVE COVERING COMPLETE IN PLACE. 3. JUTE MESH OR SOIL RETENTION MAT IN ACCORnANIT MITI TNF S"PFCIFICATIOKS
PROTECTIVE COYMC 15 TO BE LOCATED AS INDICATED ON THE PLANS IN ACCORDANCE MAY BE USED AT THE OPTION OF THE CONTRACTOR.
WITH THE DINENSNONS SPEC * IED ON TYPICAL SEC J QN.
4. wDTH OF MATERIAL MAY VARY FROM MIIMRAA LIIMENSION BY INCREMENTS OF
2"T-TOP" STAPLES OR OTHER MMNIIFACTURER'S DESIGN APPROVED BY THE ENGINEER MAY 4 DR 5 FEET.
BE SUBSTITUTED FOR THE STAPLES SHOWN.
5. FOR SOURCES OF APPROVED MATERIAL SEE VDOT'S APPROVED MVOIDUCTS LIST
FOR STM, EC-2 MATUN&.
SPFCFICATNON
PROTECTIVE COVERING INSTALLATION CRITERIARVMWNCE
244
'14.02 VIRGIIA DEPARTMENT OF TRAMSPORTATMN 606
EROSION & SEDIMENT CONTROL KEY
3.02
TEMPORARY STONE
CONSTRUCTION
(`�
:.:.
ENTRANCE
3.05
SILT FENCE
&X
X
3.07
INLET PROTECTION
0
3.18
OUTLET PROTECTION
OP
3.30
TOPSOILING
To
3.31
TEMPORARY SEEDING-�1
3.32
PERMANENT SEEDING
_
3.35
MULCHING
MU
3.36
SOIL STABILIZATION
BLANKETS & MATTING
<Mmm�
PROJECT DESCRIPTION
Preparation for the construction of the proposed project will include the rough grading of
approximately two acres of land. Grading operations will generate fill and cut material which
will be utilized on -site.
Existing Site Conditions
The site is approximately 2.4 acres of vacant land. The site is partially wooded with open
field areas along the public rights -of -way. A high point exits in the center of the site and
the ground slopes away in all directions.
Soils
The soils on the site are in the Weikert-Berkes-Blairton association. The USGS Soils "papa
shows the predominant soil type on the site is Weikert-Berks-Bloirton silt loam (41 CT the
soil is gently sloping, pooly to well drained, and formed from weathered shale.
Adjacent Areas
The site is bordered to the south by vacant, commercial land. On the north side is the
Tosker Road right-of-way. The eastern property line is adjacent to developing single family
homes. The eastern property line is adjacent to the Warrior Drive right-of-way.
Critical Areas
The perimeter areas of the site contain critical conditions which offer opportunity for the
off -site transport of sediment. Special care must be taken to prevent sediment from
reaching the intermittant stream along the eastern portion of the site.
Off -site Areas
During clearing and grubbing, the site contractor may transport any residue off -site as
required. During earthwork operationis, the contractor may import materials as required to
achieve final grades and specifications.
Erosion and Sediment Control Measures
3.02 Initially, a 12'w by 70'1 temporary stone construction entrance will be constructed at
the location of the proposed site entrance. 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 and reworking of existing stone as
conditions demand and repair and/or clean out of any structures used to trap sediment. All
materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm
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 downstream from the construction area and maintained until
permanent seeding has been established. Silt fences shall be inspected after each rainfall
and at least daily during prolonged rainfall. Any required repairs shall be made 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
and stabilized.
3.07 A straw bale inlet sediment filter will be installed around the proposed storm water
drop inlets immediately after installation. The filters shall be inspected after each rain and
repairs made as needed. Sediment shall be removed from around the filters when the
sediment has accumulated to a depth of 5 inches. Removed sediment shall be deposited in
a suitable area and in such a manner that it will not erode. Filters shall be removed and
the area stabilized when the remaining drainage area has been properly stabilized.
3.07 Gravel curb inlet sediment filters will be installed at each curb inlet immediately after
installation. The filters shall be inspected after each rain and repairs made as needed.
Sediment shall be removed from around the filters when the sediment has accumulated to a
depth of 5 inches. Removed sediment shall be deposited in a suitable area and in such a
manner that it will not erode. Filters shall be removed and the area stabilized when the
remaining drainage area has been properly stabilized.
3.18 Outlet protection will be provided at the outfoll of proposed culverts. The stone
protection will be installed in accordance with the specifications and details on the plans.
3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is
to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6" or
as called for on the plans. Topsoil shall not be placed while in a frozen of wet condition.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied all
areas which will not be brought to final grade within 30 days. Embankment or excavated
scopes 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 included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the
schedule included herein. The anticipated time for construction is May 2005 through October
2005.
3.35 All seeded areas will be mulched in accordance with the schedule included on the
construction plans.
3.38 "Treatment 1 " soil stabilization blanket will be applied to outslopes which exceed I a 3:1
slope. Prepare the finished grade and apply the soil treatment, seed and mulch prior to
applying the blanket. Inspect the outslopes after each rainfall event. Repair any areas that
exhibit soil sloughing or that lack growth.
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 for 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 limestone(1401b/1000sf).
SEED TYPE RATE MIN. PURITY('%) MIN. GERM.(%)
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15:
Annual Regross 12 Ib/ac 98 85
Winter Rye 12 Ib/ac 98 85
May 1 - Aug 31:
German Millet 12 Ib/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 Ib/ac 98 85
Mulch: 1.5 ton/oc small grain straw
Fertilizer: 1000 Ib/ac 10-10-10
SEQUENCE OF CONSTRUCTION
1. Establish the construction entrance.
2. Install silt fence along downstream perimeter of work areas.
3. Clear and grub the work area.
4. Strip, stockpile and stabilize topsoil.
5. Install the culvert (Alto A2). The culvert should be completed, including backfill, rip rap,
final grading, seeding, and jute mesh. Schedule the culvert installation so that all
associated work can be completed in a timely manner. The county inspector may call for
additional erosion control measures other than those shown on these plans.
6. Perform rough grading of the construction area and finish grade all outslopes where
interference with unfinished construction is not anticipated. Establish vegetation on
outslopes shich have 3:1 slopes (or steeper) using jute mesh.
7. Install utilities. Gal ayd;i a
8. Install storm sewer and rip rap.
9. Perform final grading of site. Apply remaining jute mesh on outslopes and seeding and
mulch.
10. Remove temporary controls after work areas have been stabilized.
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HN C. LEWIS
No. 21621
k�IONAL
SURVEY:
C.I.:
P-L, PLC
2'
DRAWN BY:
JOB NO.:
SS
O408024
SCALE:
DATE:
NA
2/06/05
SHEET:
4/ 13
A
PERMISSABLE -
5' - 0" CONSTRUCTION
JOINT ST'D CG-2
OR CG-6
20:1-
5'
A Illy DOMES
TANGENT PLAN
® 7" WHERE STD. CG-3 CG-7 IS USED.
SECTION A -A
STD. CG-2
�IxrNELs, e• LONG
12' ELS
LOPE: 12:1 CONSTRUCTION JOINT
MAXIMUM
-------------- ate:
B-B
u \1120
a�ux a� 12� �
\ 0
5 X
ATM, 2" HIGHER THAN
7
'1}'■ EDGE OF PAVEMENT
AT IN ■ , SAME AS
TOP OF CURB.
7 TYPICAL PLACEIIiIENT 1111111101 TYPE C (PARALLEL & )
AT INTERSECTION APPLICATION
WITH BUFFER STRIP
" DIA. THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES
WITH 60" x 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET
CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK
�++ DIA. WITH A WARPED SURFACE.
ti4IES:
+' 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL
SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF TRAVEL. OTHER
70 DOW TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE
XTAL ENGINEER.
2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF
CAST -IN -PLACE OR PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A
CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES).
TRUNCATED DOMES
2 " 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE
C C
CONSTRUCTION JOINT WITH REQUIRED BARS.
-
4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CON
BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.
O O O 5. REQUIRED BARS ARE TO BE NO. 5 x 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR,
MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1 V2".
00 00 O O 6. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT OF
CURB/CURB AND GUTTER.
00
O 00
O O O ", 7. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE
ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
2" 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN AN THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE
C-C 00
O 00
O O O PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY of A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC...
WILL AFFECT PLACEMENT. ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP
RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED 00
O 00
O O O
BY PERSONS WITH MOBILITY IMPAIRMENTS.
9. RAMP MAY BE PLACED ON RADIAL OF TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN
VARIABLE THE LIMITS OF THE CROSSWALK.
3' MIN. 10. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING
PAY LIMITS REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7".
CG-12 DETECTABLE WARNING SURFACE
TYPE C (PARALLED & PERPENDICULAR) APPLICATION
N.T.S. MRGINIA DEPARTMENT
203.05
2003
w
#4- B
PR. STREET OR
Oa AISLE APPROACH TO,2"R
CG-11 I' UJ W BE THE SAME AS
N MAINLINE ROADWAY.
(RADIUS TO BE AS
SHOWN ON PLANS)
(RADIUS TO BE AS I C ( C oa CLASS A3
SHOWN ON PLANS)_ (H.E.S.)
Of CONCRETE
/ N
- e 6 SECTION C-C
A RADIAL
COMB NAT1R N ® CONSTRUCT GFADE CHANGES WITH A
_ PARABOLIC CURVE.
4' (ST'D. CG-6) ® WHEN THE ENTRANCE RADII CANNOT
SIDEWALK ® ACCOMMODATE THE TURNING REQUIREMENTS
6" OF ANTICIPATED HEAVY TRUCK TRAFFIC, THE
g• EXPANSION JOINT DEPTH FOR SIDEWALK AND CURB RAMPS
EXPANSION JOINT A * -�J OPTIONAL WITHIN THE LIMITS OF THE RADII SHOULD BE
FLOW LINE INCREASED TO 7".
MAINLINEWHEN STADARD CG-11 IS USED FOR
NOTE: WIDTH "B'= 2'-0' ENTRANCES BUILT IN CONJUNCTION WITH
OR AS SHOWN ON TYPICAL PLAN `� DOTFOLLP NOJECTS, PLEASE NOTE THE
SECTIOWG
10' �/' 8% MAX s* MAINLINE PAVEMENT SHALL BE CONSTRUCTED
EDGE OF SHOULDER OR--PARABOLIC-I SLOPE CHANGE D TO THE R/W LINE (EXCEPT ANY SUBGRADE
OPTIONAL FLOW LINE CURVE �- STABILIZATION REQUIRED FOR MAINLINE PVMT.
® - D WHICH CAN BE OMITTED IN THE ENTRANCE.)
® RADIAL CURB OR COMBINATION CURB AND
MAINLINE ROADWAY ANY GUTTER SHALL NOT BE CONSTRUCTED
BEYOND THE R/W LINE EXCEPT FOR
8% MAX ® �- -�_ REPLACEMENT PURPOSES.
5, SLOPE CHANGE
40' MIN. FOR I D WHEN USED IN CONJUNCTION WITH STANDARD
N'' MICG-3 OR CG-7, THE CURB FACE ON THIS
STREET CONNECTION STANDARD IS To BE ADJUSTED TO MATCH THE
20' DESIRABLE FOR MOUNTABLE CURB CONFIGURATION.
COMMERCIAL ENTRANCE
SECTION A -A SEE STANDARD CG-12 FOR CURB RAMP DESIGN
TO BE USED WITH THIS STANDARD.
*PLANS ARE TO INDICATE WHEN CONSTRUCTION OF
GUIDELINES FOR GRADE CHANGE D A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE
ENTRANCE VOLUME DESIRABLE MAXIMUM DRAINAGE ACROSS THE ENTRANCE.
HIGH (MORE THAN 696 1 VPD) <3 3%
MEDIUM (500-1500 VPD)OPTIONAL FLOW LINE MAY REQUIRE WARPING OF
LOW VPLESS THAN 500 VPD) <37G <6% 8% A PORTION OF GUTTER TO PRECLUDE PONDING
OF WATER.
METHOD OF TREATMENT -
CONNECTION FOR STREET INTERSECTIONS
AND COMMERCIAL ENTRANCES
VDOT 2001 STANDARDS NOT TO SCALE
THIS CURB SHALL BE USED WHEN DESIGN
2„
SPEED IS GREATER THAN 40 MPH 0
5„
RURAL HIGHWAYS AND 45 MPH IN DEVELOPED
URBAN AND SUBURBAN AREAS.
'tE
NOTE: COMB. CURB AND GUTTER HAVING A RADIUS
II
1»R
1":1'
OF 300' OR LESS (ALONG FACE OF CURB) SHALL
- BE PAID FOR AS RADIAL COMBINATION CURB AND
GUTTER.
THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
II
7"
2'-0"
PSI-4000 IF PRECAST.
THIS AREA MAY BE
CONCRETE
WHEN IN COMBINATION MOUNTABLE CURB AND
AT THE OPTION OF
THE CONTRACTOR
GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS
OR STANDARD CONNECTION FOR STREET INTERSECTIONS
THE BOTTOM OF THE CURB AND
GUTTER MAY BE
TO HAVE THE MOUNTABLE CURB CONFIGURATION
CONSTRUCTED PARALLEL TO THE
SLOPE OF SUB-
INCORPORATED.
SURFACE COURSES
PROVIDED A MINIMUM DEPTH
WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
OF 7" IS MAINTAINED.
BARRIER CURB, THE TRANSITION IS TO BE MADE
WITHIN 10' OR THE CHANGE IN STANDARDS MADE
CG-7
AT REGULAR OPENINGS.
COMBINATION
4" CURB
& GUTTER
NOT TO SCALE
(SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
�` I• 1
RELOCATE GNS Virginia Department of Transportation (6PER VDOT IN$tPE TOR y Staunton District
\\ Rev. May 1, 2004
- Y PRO%6 STRIPING/ARROWS
PER Ol\INSPECTOR VDOT General Notes
#A INSPECTOR
All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of
ERADICATE STRIPING Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations,
PR. LEFT TURN LANE ~� �'' p (VDOT) g p g g
---� _-- AS REQUIRED and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or
Specifications and Regulations, the most stringent shall govern. ,
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration
(OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations.
10' ASPHALT i'RAtt� �� ----- _ \ V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with O O j QJ
\ the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in Q Q�
accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications.
T \ V4 The developer shall be responsible for relocating, at his expense, an and all utilities, including traffic signal poles,
V
(� 12" STOP BA � P P 9. P Y 9 9 P �
•�, ' 1 y j y facilities P / p y P Y the
develounctiopnpP axes, controllerps, etcY ownyd b VDOT� r private P utylic utility companies. ylt is sole responsibility of
\ VDOT approval rooval of these plane and s not indemnify r themdeve of er may
this in ons b I t ct with the proposed construction abtl sty. a j
i
RIGHT TURN LANE '---- ` � �
I revision shall be the responsibility of
-i -- V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as
`---�_ - ---- � deemed necessary by VDOT. Any additional expense incurred as a result of any field p y
,, \ the developer. \ \ I Q
- V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any
work within VDOT right-of-way.
_. �-�-- EX. SIGNS -RELOCATE S �HOWN�t
_ p
V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the
`' engineer and/or developer with the attendance of the contractor, various Count agencies, utility companies and VDOT nor
� -G-12 idCR 9 / P Y 9 Y P P•
\ to initiation of work.
50 R a V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length
b of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection.
V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via
EX�-CC7NDUITS
a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and
- - - �\ Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through Z
construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of
t- Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices
\ (ASPHALT TO CONCRETE LIMIT and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. Q a
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction. (•
I/ V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches O \ cover and when possible shall be installed under roadway drainage facilities at conflict points. W
DRF-THRU - 1R '1� I i
\ 5' CONCRETE SIDEWALK f V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the i
course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that 0
vicinity until an adequate design con be determined by the engineer and approved by VDOT. X
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to a -
placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is
INTERSECTIONDETAIL representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be
clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in
SCALE: 1 "=20' �'/� I accordance with all applicable VDOT standards and procedures.
\ \ W
J
V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6)
inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of
optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be
48' TAPER ~ performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of
test reports shall be submitted to VDOT daily, unless specified otherwise.
RELOCATE GUARDRAIL
V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. Q
CG-12 HCR V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum
design standards and is the responsibility of the developer. Z
PROVIDE STRIP V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by ('
AS SHOWN the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic W
Control Devices. V N ;
1 -y` V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of Q Z Q
D 30„
O
30"
NOTE:
COLORS SHALL BE AS FOLLOWS:
WHITE LETTERS AND BORDER ON
RED BACKGROUND.
"STOP" SIGN DETAIL
NOT TO SCALE
construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the *'
_ 50"R-, local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured.
V19. Aggregate base and sL,obase materials shall be placed on subgrade by means of a mechanical spreader. Density will Q a- Z
`\ be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications
and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted a W W 0
%�Q to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and V
o given the opportunity to be present during the construction and testing of the density control strip. `^
Q
0 V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge
WARRIOR DRIVE ENTRANCE DETAIL Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A V 0
X o z certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily,
w Q SCALE: 1 =40 unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the O W
U- 03 construction and testing of the control strip.
UJ
Z Yaf
� In V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be � W
5' SIDEWALK ,i :,, explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall (�
it <t I report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation E!"b§ hs j W
I'
Ld I- -SEE DETAIL ON SHEET 13 shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is MILL 1 1 2" x 6" I
w TIE IN JOINT. VARIES encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and
EX. LANE 14' 2' -1 /4":1' MIN. approved by VDOT.
V22. Approval of these plans shall expire three (3) years from the date of the approval letter.6
XCROSS SLOPE = 1/4":1' MIN. - :. . -_- -. •.-,..
�.
V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT.
........................... -- - -
.......... I 1 I I- Ij I-- ( I I I-(l V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with • .. .......................... ........
..... ......-I I- I y_..-,-I-� �9 II 1 - ( 1-
!'� '_'•j'I_[.... •_•' •'- - i:• • •:• - •: • • •. • • • • - -_ i =� i ! -�i (- I I - I VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. a r E
"iT--4-� I i- .O N M O
2 SM-12.5 _ J 11.., ��1 11=1 I 1�; �---� � � �- •• � co � � P
5" BM-25.0 PROVIDE STD. UD 4 " " TRAFFIC IMPACT ANALYSIS C N LO ui .3
12" 21-B UNDERDRA►NS SM-9.5A N
12Y, ITE TRIP GENERATION 7th EDITION (220lbs/sq. yd.) co
COMPACTED SUBGRADE
ITE-PHARMACY/DRUGSTORE WITH DRIVE -THROUGH WINDOW #881 6" 21 -B - - W 3 o `•° c
't V
WEEKDAY: 88.16 TRIPS PER 1000 SF (13,013 SF) COMPACTED SUBGRADE V In a
TASKER ROAD RIGHT TURN LANE DETAIL T = 1,147 TRIPS; 50% ENTERING, 50% EXITING IM I1=III- J I_-> �-� )
4
II ;,III_- O O
NOT TO SCALE D
E AM PEAK HOUR: 7.87 TRIPS PER 1000 SF (13,013 SF) 1 L E o
1. NOT
LAYERS TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER. T = 102 TRIPS; 49% ENTERING, 51 % EXITING W cos -
2. INSTALL PAVEMENT SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER. ASPHALT TRAIL DETAIL c i- LL- E
3. ERADICATE EXISTING WHITE STRIPE ALONG EXISTING EDGE OF PAVEMENT. PM PEAK HOUR: 9.51 TRIPS PER 1000 SF (13,013 SF) NOT TO SCALE Z L`'
T = 123 TRIPS, 50% ENTERING, 50% EXITING
w Z TRAFFIC COUNT FOR ROUTE 642, TASKER ROAD= UNAVAILABLE Q.
. o TRAFFIC COUNT FOR ROUTE 719, WARRIOR DRIVE= UNAVAILABLE
W U w
Z
L- 0 J
x 30" STD. X 3 z �
LIJ
Z O_ J W
w MILL 1 1 2" x 6" 10' ASPHALT PATH U
Z CD
2 GRASS SHOULDER Z TIE IN JOINT. MILL 1 1 /2 x 6 SEE DETAIL THIS SHEET I O z
TIE IN JOINT. I .� VARIES U w
w
U
iTD. U-CHANNEL POST 14' EX. LANES 14' 2'
CROSS S
3 _ LOPE = 1 4": V MIN.
`.f -- ~-1 /4"• 1' MIN.
H 0 v
- - CROSS SLOPE = 1/4": 1' MIN.
!' _ CG-7
�. I 1-1 I 1= .. �(.................................
ROP. GROUND :__ ;.:, j =- I L-__.=�-1 I =( _ a
_ _ ..
..
_ U II I �r;,��,.. J L WIS
I,--- ! i- j I-- !- I�.i !-_ No. 21621
--, __-Ii -.I-! I� I
PROVIDE STD. UD 4
2" SM-12.5 2" SM-12.5 UNDERDRAINS
12„ o�, ti
5" BM-25.0 5" BM-25.0 �SSIONAL�
12" 21-B 12" 21-B
COMPACTED SUBGRADE
COMPACTED SUBGRADE SURVEY:
PL-PLC.
NA
WARRIOR DRIVE RIGHT
AND LEFT TURN LANE DETAIL
DRAWN BY:
JOB NO.:
NOT TO SCALE
PL-PLC.
0408024
NOTE:
SCALE:
DATE:
1. AGGREGATE LAYERS
TO EXTEND 1' BEYOND BACK OF CURB AND GUTTER.
SHOWN
02/06/05
2. INSTALL PAVEMENT
3. ERADICATE EXISTING
SECTION AS SHOWN OR MATCH EX. PAVEMENT SECTION WHICH EVER IS GREATER.
WHITE STRIPE ALONG EXISTING EDGE OF PAVEMENT.
SHEET:
5/13
i
STORM SEWER CULVERT PLAN VIEW
_ r y
15 %v. - 7� x. U. Drain
1
'' BE R�M1�D i
Ex. 15" ta1
Ro
r \
\ "14
\ f \ \ + PR. Dl-
TE=1712.3t y \\ \ ] I n
,; # INV. OUT= t \\ \ I
14
-I
V
Inv�71D.95 I l l
100.51' 21' RCP a _ j ll /
Sew. O 0.866X J , v
Y `7j4.87 \ � Inv.= 711206
� 1 \ 4715
\ \,x71
\
1116.02
\ EXTEND STING
CULVERT AP ROXIMAT�Y
PROPOSED C" BLM DW I 6 LINEAR ANC
y FIELD FIT, A D. VDOT
13,013 SQ. FT. (foolp�t) � -=. I DI-1 INLET, � *\
FF=721.50 t2 I1 7j 6� TOP=715.20 \\
� I
AD
71,9.29
j � r
r ' ire
j-_
'\ \
X.
�w \ �� y Eb► 7J �720.71� I I
-" - ',-�w�
50 0 50 150
Scale 1 " = 50 ft
D(PArSION JOINT OR DETAILS OF IN EXPANSK»d JOINT KEYED BARS D �•
FRAME g COVER SEE CONST.
BACK OF SIDEWALK
--3'-10" - ` STANDARD IC-2. JOINT d-N_ AppH
GU
_ __ . j M6�• B i n NP _ ARPED
RC
i - - BARS C " ti
I 8'R BARS F } J� BAR C GUTTER
<Z i .N SUBBASE
I p J + RS F HARDWARE
Ny ry 5_tc O CLOTH
} WEEP HOLE
SEE NOTE 8
I -BC D F BAR A FACE OF CUR ti, �� STEPS SEE
b it 5
GUTTER
MOTE
2'-0" _ CK J 1 CONTROL CRACK JOINCONTROL-'
6' MIN. 6' MIN. I SECTION A -A
-10' MAX. PLAN 1o' A
BARS
'-10" /
---2'-O'A: - -L-VARIABLE - MAX. 20 _ 18i-3'-0" - �--2•
-/4�,
Y
N CONST.
JOINT SPED GUTTER
BARS G i -- _- --
APPROACH GUTTER
BARS F BARS E B i" /" S B
I WE BARS F 1'_g•
OLLEE FRONT ELEVATION
(GUTTER REMOVED) SECTION B - B
A~ 1.25" - GALVANI ED 25•
5x1/4" BENT 2.5'
PLATTEE _
1/4'R 5'x 4' STUD SHEAR
CONNECTOR WELDED
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. TO ANGLE IRON AT
TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE B 2' C-C.
GALVANIZED PLATE FOR TYPE A TO BE BENT QN AN ANGLE OF 68'30' 9)
CONNECTORS
TO SBE AND
PUTS AA T 2q RED WITH 1 /2 x4 STUD SHEAR 4 NOSE DETAILS
2"- APPR. PAVEMENT
WARPED PAVEMENT
DI-3A
L--i
DI-38
DI-3C
------i---
FOR USE IN SAGS
_ ____ _.._- BOTH SIDES TO BE
SYMMETRICAL
FLOW
FOR USE ON GRADES
DETAIL WHEN USED
ADJACENT TO CURB
WITHOUT GUTTER
SPECIFICATION
REFERENCE
STANDARD CURB DROP INLET 12"-30" PIPE: MAX. DEPTH (H)=8' 104.09
302
NOT TO SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A 38,3C
STORM SEWER CULVERT
PROFILE 11-15
EXISTING
------
GRADE-
2 -__-13
SALES:.
H) 1 " =50.0'
V) 1 = 5.0'
_---14
--_--_-_-
- 15 -
PROPOSED
GRADE
�CWHYDR_ AIJL
CROSSIN
... ...
PROVIDE PIPE
CDN ECTIi3N-
705705
�
112.00
RCP O
.48G
L III
..-_RCP O 0.50
__
UTLET.
hR6fi1=1r
- -.. -- --
A
.--SEW.----
W*-LT_40
Ral
O 0.52%
w
o`
O
p
+
o
a
M7
II
a
TF
a.
J
~
CO
p
p
__--_._-__-
_...
_____-
1
T,O
__--___._---_-----__-_-__-.-------._._-_._--
J
00
O
O
p Z
-
M^o
I
O
O
O
>p
__
-
0
_ ^M O�
n
nIT
p
0r
p Z
,Z_� ------ --
- p
-
_
r.Z
>
45-0:
-
z
O
+0
00
+
N70
---
10+00
11 +00 12+00 13+00 14+00 15+00 16+00
DI-1 2 7'
NOTES
1-3.5"
® B 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
LUGS TO BE FOR DEPTH GREATER THAN. 10_ USE STANDARD
L21/2"x21/2"xl/4" T Az- CAST WITH COLLOR DI-1A.
A
10'-4"LONG CAST GALE. 2• THE "H" DIMENSION SHOWN ON THE STANDARDS
rl A AND SPECIFIED ON THE PLANS WILL BE MEASURED
WELD ALL IRON STEEL
1 n CONNCETORS 66* rl
TO COLLOR 3 Las, 143.6 LBS FROM THE INVERT OF THE OUTFALL PIPE TO THE
"CLOPTIONAL
uDNG INCLLWO TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE
ONE WELDED LUGS BRACE RIBS
JOINT cs APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND
1/2"xl1/2"x4" LUGS THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY
1 /2"x4" STUD THE CONTRACTOR FROM FIELD CONDITIONS.
SHEAR CONNECTORS
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
5" 2'-7• _5• 91/2" t2'* N TO BE SHAPED IN ACCORDANCE WITH STANDARD
4'-2- C,
IS-1. THE COST OF FURNISHING AND PLACING ALL
PLAN 3/g• MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
(GATE REYOVFD) SECTION B-B �_ INCLUDED IN THE BID PRICE FOR THE STRUCTURE. h
4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE
COLLAR DETAIL 21/2" IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,
DIMENSIONS FOR THE INVERT OF THE STRUCTURE SHALL BE SHAPED
'-2' CAST IRON ONLY WITH CEMENT MORTAR TO PREVENT STANDING OR
2'-7* s PONDING OF WATER IN THE STRUCTU`�E.'"THE 'COST
30 WEEP HOLE OF FURNISHING AND PLACING ALL MATERIALS
If INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED
It COLLOR
4" DEPTH AGGR.88, IN THE BID PRICE FOR THE STRUCTURE.
MIN.#78, OR #8x6" WIDTH
t2" . 5. STEPS ARE TO BE PROVIDED WHEN "H" IS 4'-0"
2 IN OR GREATER. FOR DETAILS SEE STANDARD ST-1.
iI I II 1I �►, 12",15',16",OR 24' )� 1'-3' D a
6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE.
C 7. #4x8" SMOOTH DOWELS AT APPROXIMATELY 12"
'k- C-C TO BE PLACED IN ALL AREAS ADJACENT TO
SECTION A -A J; ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN
4' LIEU OF DOWELS A 2"x4" NOTCH MAY BE PROVIDED.
CONCRETE QUALITIES FOR MINIMUM DEPTH SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN.
12" CONC. PIPE-1.440 Cu. Yds. CONCRETE 8. 3" DIAMETER WEEP HOLE WITH 12"x 12" PLASTIC
15" CONC. PIPE-1.528 Cu. Yds. CONCRETE D
18" CONC. PIPE-1.620 Cu. Yds. CONCRETE ro 1" 1. 2" HARDWARE CLOTH 1/4" MESH OR GALVANIZED STEEL
24" CONC. PIPE-1.817 Cu. Yds. CONCRETE CTM
D-D WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4
ADD 0.469 Cu. Yds. PER ADDITIONAL FOOT OF DEPTH MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE
3/4',`jL 11/4" OUTSIDE OF THE STRUCTURE.
SE 'TM C-C 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3
STANDARD DROP INLET GRATE DETAIL (3000 PSI). PRECAST CONCRETE TO BE 4000 PSI.
» » APPROXIMATE WEIGHT
12 - 2 4 PIPE : MAXIMUM DEPTH (H) = 10, CAST IRON 10. ANY ALTERNATE METHODS OF ANCHORAGE
GRATE 363 t 1BIbs. MEETING THE APPROVAL OF THE ENGINEER MAY BE
NOT TO SCALEVIRGINIA DEPARTMENT OF TRANSPORTATION SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN
104.01 HEREON.
EW-1,1A
b A
I A
HA+E TO BE BEVELED
NTH MORTAR
FLAW
0 NOT BEVEL INERT B
F a
C
NOTES:
1. "H" MAY BE REDUCED UNTIL "X' REACHES A MINIMUM OF 4" WHERE DOMALL
WOULD PROTRUDE ABOVE SHOULDER LINE N NO CASE SHALL TOP OF ENOWALL
PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER.
6. BEVEL EDffE IS REW1RifD ON 111E HEADWALL AT- jNE RN ET END OF THE
CULVERT (WFIENE THE FLAW EN1EllS THE CULVEIfT)
7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
2. THIS M34 MAY BE PRECAST OR CAST IN PLACE.
EDGE OR BEVEL EDGE.
3. ALL CAST IN PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET
101.02.
4. IRIS SI TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS
B- ON SHALLOW (FILLS WHERE EINOWAIU.S ARE 1' OR LESS BELOW SHOULDER
LBE. THE TOE' OF THE ENDWALL SHALL BE CONSTUCIED PARALLEL TO THE
GGRNAADoEt OF THE ROAD.
( r +S
9. 3/4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION.
5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
OR WINGWALLS OCCAR.
EW-1
EW-1 A
ENIOrIIALL FOR CN111110 R PM
DIAMETER OF PIPE CULVERT
12"
1 15"
18"
21" dR 24'
Xr qR 30'
33' OR 3r
A
0'-6'
W-B"
0'-9"
0'-11'
1'-0'
1'-0"
B
0'-11"
V-1"
1'-3"
V-6"
V-9'
2'-0"
C
V-4'
V-7"
1'-9"
2'-2'
2'-6'
2'-9
D
1'-O'
V-3"
V-6'
2'-0'
2'-6'
3'-0"
F
0'-8"
0'-8"
0'-8'
0'-9'
0'-9'
0'-9"
H
2'-3"
2'-11'
3'-2'
3'-9"
4'-3'
4'-9"
L
4'-0'
5'-0'
6'-0"
8' -0'
10'-0'
12'-0'"
a
0'-W
0'-1v:
0'-2"
0'-2/n'
0'-31n"
0'-3v*'
b
0'-1"
0'-11i:'
0'-W
0'-2"
O'-21n"
0'-3-
CUBIC YARDS OF CONCRETE
PIPd
0.241
10.492
10.097
1 1.319
1 2.067
2.947
C.M. PIPE
1 0.257
1 0.521 10.739
1 1.398
1 2.198
1 3.145
ENOMMIIL FOR ELUP7K.IIL PIPE
_
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN X RISE)
23' X 14'
3RY X lY
3M' X Zr
3H' x W
4Y X 2Y
45" X 2Y
W X 32'
53' X 34'
A
0'-8"
W-9"
W-10"
W-11"
W-11"
V-0"
V-0'
1'-0"
B
V-2"
1'-5"
1'-6'
V-8"
V-9"
V-10'
V-1l"
V-11"
C
1'-B'
V-11"
2'-1'
2'-4'
2'-5'
2'-7'
2'-B'
2'-9"
D
V-2"
1'-7"
V-10'
2'-0'
2'-3"
2'-5'
2'-8'
2'-10"
F
W-8'
0'-8"
0'-9'
0'-9"
0'-9"
W-9'
0'_9"
0'_9'
FI
2'-10'
3'-3'
3'-7"
3'-9"
4'-0'
4'-2'
4'-5"
4'-7"
L
5'-5"
7'-2"
W-8"
W-2"
10'-2"
10'-11
12'-1"
12'-11"
S
V-11"
2'-6'
2'-10"
3'-2'
3'-6"
3'-9'
4'-1'
4'-5"
a
O'-211m"
0'-31a'
0'-31n'
0'-4"
0'-4,n'
0'-44%"
o'-5"
0'-5/n"
b
0'-2'
- , "
0 2 n
-2Ati
0 '
0'-3"
0'-311-'
0'-3+w'
0'-4'
0'-4+n'
CUBIC YARDS OF CONCRETE
CONIC. POPE 0.502 0.855 1.236 1.500 1.811 2.101 2.512 1 2.801
SPECFIGACE STANDARD ENDWALL FOR PIPE CULVrhTS
105 12"-36" CIRCULAR AND 23"x14"-53"x34" EWFrIII AL PIPES
302 NOT SCALE VIRGINIA DEPARTMENT OF TRANSPORTATION 161.61
MN -I
SEE STAMNARD SL-1 FOR APPLICABU_ITY OF SAFETY SLABS.
STANDARD MH-1
FRAME L COVER THE TOP OF MASORY IS TE
SUFFICIENTLY LOW TO PERM
ADJUSTMENT OF COVER AND
GRADE BY THE USE OF NOR'
BRICK AS DIRECTED BY THE
SHEET 1 OF 3
IA
FLAT SLAB TOP AS BETA!
EN STANDARD T-M-2 NA'
SUDISTITUTED FTR TAPERS
SECTION WHEN APPROVED
THE ENGINEER.
Nw Km %=
IMLi lJCRON AAA
(WITH FRAME AND [OVER REMOVED)
I
KCONCIM
N[TTEA
tAi I
1. QUANTITIES SHOWN ARE FOR MANHOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
BUT"
BRCK MANHOLE
f
MANHOLE
OBTAIN TRUE QUANTITIES.
INQLX
CONCRETE
CO4CIETE
2. A BASE THICIOESS IF 9' WAS USED IN
FEET
THOUSANDS
CU. YARDS
CU. YARDS
COMPUTING CONCRETE QUANTITIES.
4
0.5
ILM
L437 1
3. INCREMENTS TO BE ADDED FOR EACH
13
7
ADDITIONAL FOOT OF DEPTH
4. MATERIALS MAY BE BRICK, CONCRETE OR
CONCRETE MANHOLE BLOCK.
7
LO
6,785APPROVED
I BEAI<TEII" 4'-i'4 G x WALL TNKXKW
-I F 5. BLOCKS ARE USES THE ME 5'
� 747 TFRD]CMESS OF SAW SAIS TOE
OTHER THICKNESSES ARE TO CONFORM
M TO
WALL
THICKNESS SAWN FOR
7
4,179 6. ALL CONCRETE TO BE CLASS A3.
0 314• 7. WHEN SPECIFIED ON PLANS THE,
INVERT IS TO BE SHAPED IN /`/;'OR ACCORDANCE
7 4 73 WITH STANDARD IS-1.
.045
3PECFICATION
RlDrEFWNCE
MANHOLE FOR 120 - 480 PIPE CULVERTS
VIRGINIA DEPARTMENT OF TRANSPORTATION 302
NOT TO SCALE
0
Ff PB''ES ACE
NOTES,
SHAPING OR MANHOLE AND INLET INVERTS IN ACCORDANCE
WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES
SPECIFIES ON PLANS Olt WHERE INVERT OF PIPE IS ABOVE
INVERT OF STRUCTURE.
MANHOLE OF DROP INLET IS TO E FIRMER AND CONSTRUCTED
IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL
DRAWING, THE INVERT SHAPING AS DETAILED HEREON IS TO
CONSIST [IF A PORTLAND CEMENT CONCRETE MIX CONFORMING
TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25% OF COARSE
AGGREGATE MAY BE UP TO 4' IN DIMETER AND CONSIST OF
aHAME n
OFPIPE
111011 A -A � 0ul T PIPE '" •"•
METHOD OF TREATMENT IN DROP NrLM
SLOPE TO BRImN
TO BNVM OF
OUTLET PIPE
A
STOW, BROKEN BRICK, BROKEN CONCRETE OR BROKEN ,l
CONCRETE BLOCK. THE SURFACE [IF THE COARSE AGGREGATE
SHALL REMAIN EXPOSED. / �
DETAILS (f DWERT SHIAPDNG AS SHOWN HEREON ARE FIR - \v-/ 4EXAMPLE PURPOSE ONLY, EACH MANHOLE OR DROP INLET IS TO
BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR
INLET AND OUTLET CONFIGURATION AND FLOW LINES.
FiuN II EM OF TREATMW IN MWOOLES
STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS
VIRGINIA DEPARTMENT [F TRANSPORTATIIN
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0 Cs�{�
SSIONAL
SURVEY:
PL-PLC. 2'
DRAWN BY: JOB NO.:
PL-PLC. 0408024
SCALE: DATE:
SHOWN 02/06/05
SHEET: 6/ 1 3
Qj
N \
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Ex. !n v. = 721.54 \ w I i
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Ex. EOP
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\ w �-_ :� �'` = \—-SP_EED LIMI T 1 „40„ S G l ww I I \
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Inv = 709. 5 - \ ` \
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w R T 64 REC PONAL SIGN Y
1 5 CONDUl7fw\
\\ oG' I• ' \ \ \ \ \ \ x. Inv. - N0. 95
100.51 21 RCP
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J ♦ \ \ \ �. EX. SAN. MH \ ` \ --- W W O
715.80 \ �. 71 's ue \ Ex. Inv.= 710.08 �- U
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/ % EXIS77NG !N""RMI T STREAM — `` _`� No. 21621
— — — — — — — — — _ { 169 \� ! / \� �\ " `\ 5 PARKIA CK "
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Ex. San.— EX�S�iN I I I I i 4„ ��sS
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�I�DRAWN BY: JOB NO.:
L PLC 0408024
- - ' VM T EX
-- Scale 1 = 30 f t `, '/ \ —�. T P SCALE: DATE:
%
SHEET:
STORM SEWER CULVERT PLAN VIEW
SIM
I aR�Cn AL VGN \
\\ n
712-3±
IN
vI
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O 64? DMPfCnANAL SlGIV
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CAVDIX I
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100.51' 21" RCP
i 1 Sew. • 0.666X\714.87 'Ell MOB
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,0001
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PROPOSED CVS KMDM
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.96
I 12 �
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73 �7P0.,,'_
00
0 50 150
Scale 1 " = 50 ft
rRvrv3U I
1!1!mm
PAVEMENT SECTION
GEOTEXTILE FABRIC
TerraTex GS OR EQUAL
#57 STONE BACKFILL
36"0 HDPE PIPE
36" INVERT=712.70-712.50 MPERMEABLE LINER WRAP
BOTTOM AND SIDES OF TRENCH (TYP)
......:.•.•.•'•::•::•.-.•.•.•.•.•.....•.•.•.•:•.::......:..... 6 MIL RUFCO 10 BY RAVEN IND. OR EQUAL
:. ...........................
SECTION
•ice: r�.k.�- � i �;..;,�'"�.'�T,:z ..: • " t�'
" SAND BEDDING BENEATH LINER
8" - #57 STONE BEDDING
SECTION THROUGH PIPE DETENTION FACILITY
NOT TO SCALE
UNDERGROUND DETENTION FACILITY NOTES
1. SEE PLAN VIEW FOR PIPE LAYOUT AND LOCATION.
2. INSTALL GEOTEXTILE OVER ALL 36"0 HDPE PIPE WITH APPROPRIATE OVERLAPS IN ACCORDANCE WITH
THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
3. ALL HDPE PIPE SHALL BE HANCOR Hi-Q, AASHTO M-252, NON -PERFORATED OR EQUAL.
4. PROVIDE MANIFOLD ENDS AND TEE CONNECTIONS AS IMPLIED ON THE PLAN VIEW. FABRICATE AND
INSTALL ALL PIPE AND FITTINGS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
5. INSTALL THE ROWS OF 36"0 HDPE PIPE ON 6' CENTERS.
6. LINE THE BOTTOM AND SIDES OF ALL TRENCHES CONTAINING 36"0 PIPE. MAKE WATER -TIGHT
CONNECTIONS AT PIPE -TO -PIPE AND PIPE -TO -STRUCTURE JUNCTIONS.
FINAL BACKFILL luuu
CAREFULLY COM- ---- END CAP WITH
SELECT BACKFIL
CRUSHED AGGRE
CRUSHED AGGREGATE -
12__� 1
TYPICAL STORM SEWER PIPE BEDDING DETAIL
NOT TO SCALE
LLJ
40
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a. 0
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J I RVV I VRC J UG I MIL
NOT TO SCALE
STORM SEWER CULVERT PROFILE
8-4
STORM SEWER CULVERT
PROFILE
5-1
STORM SEWER
CULVERT PROFILE
Al-A2
SCALES:
(H) _ 1" =
0.0'
-
SCALES:
H) 1" =50.0'
--
SCALE
(H) 1 " =50.0'
-_
-
EXISTING GRAD
PRO
P OSED GRADE
PROPOSED
GRADE
010
HEADWATER-71
.
XISIING
GRADE--
__.-____.
�_
,
/
0715
_
PROPOSED
GRAD
720
720
710
720
_
720
Q10 HYDRA
LI
Q10 HYDRAULI
•�'
GRADE LINE---
-.—
EXISTING GRAD
715
715
715
715
715
_
710
1 6.
'-15"0
710
710
vv�
"
150.00'-15
0
0.
.
710
710
710
80.00'-36"0 C
CPP
1.43%
CPP 00.6
9e
10.00'-3tt
"
_-O_0.25%
'-36"• CPP
CPP
O 5.32%
CPP O 0.00
SAN.
SEW.
705
705
706
_..
.-_.
— -•
--
.--.____ __-
--
_---
--
-
---
706
%ice
PROTECTION
705
UTLET
AN. LAT.
110.00 -48 0
PROTECTION
-tft--RCP
4"H X 9"L ORIFICE CUT INTO
END CAP OF 18"0 CROSS;
INVERT OF ORIFICE=711.90
DI-7 TOP WITH GRATE TYPE III
R-2 RISER
TOP OF RISER=715.70
72"0 PRECAST BASE UNIT
18" CROSS
OTTOM OF STRUCTURE=711.00
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PROVIDE IS-1 SHAPING OF INVERT
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_ 724---' - FH- ASSY-- ti
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d PROPOSED CVS
13,013 SQ. FT. /
�
JASBO INC. & FRED
L. GLAIZE
ZONED: B2__. . \
�- PR6" SDR-21 P -'� �•/ � / /
tfSE:_.VACANT . _
-1 h 2.96 ACRES WATER MAIN'720
I mow wow
4�LI � �✓'
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1 I ' 45' BEwowND & - - nr�
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MAIN \�= N 5T29'55 E ' 1 `A -✓- i -_cP� -� 1 1 l
584.54' W
�-45• BEND do
T.B. — —
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Z �FAS`"E!M ENT
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Q Ip(pt}0�00 / / \ \
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i
50 0 50 150
!Siiiii
Scale 1 1)= 50 ft
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1. The Authority's Water and Sewer Standards and Specifications are available at
www.fcsa-water.com.
2. The water and sanitary sewer protion of these plans are valid for two years from date
of FCSA approval.
3. Water and sewer lines are to be constructed in accordance with these plans and shall
meet all Authority requirements.
4. The contractor shall coordinate with, and arrange for inspection by, the Authority.
5. When an existing water main is topped for the installation of a new line:
a) The Authority shall frunish all labor and material.
b) The developer/contractor must:
1. make application and pay deposit
2. mark the tap location.
6. The contractor shall tie-in new sewer services on new lines and the tie-ins are to be
coordinated with the Authority's Inspector.
7. Exact location of water and sewer services on new lines are to be coordinated with the
Authority's Inspector.
8. The Authority's maintenance department shall furnish and install all water meters through
2" in size. It is the developer's/contractor's responsibility to have the meter box assembly
installed correctly. Before a permanent meter is installed:
a) The meter box, with its frame and cover, must be properly aligned with the
coppersetter.
b) The frame and cover shall be set to final grade.
c) The distance between the top of the cover and the coppersetter shall to be
between 18 and 21 inches.
d) All components of the meter box assembly shall be in proper working order.
9. For water and sewer services that connect to existing lines:
a) The location of the service lateral is to be coordinated with the Authority's
Engineering Assistant.
b) An Application for Service must be made and fees paid before work will begin.
c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services.
d) For all 1 1 /2"and 2" water services, the Authority shall make the tap and bring
thepiping to the property line. The contractor shall furnish and install the meter vault
assembly. The Authority will install the meter.
e) The Authority will install all sewer laterals.
10. Any water service line must have a backflow prevention assembly (double check valve
or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013.
11. All fire lines shall have a fire service meter assembly and a backflow prevention
assembly (detector double check valve or RPZ, as required). The assembly shall meet 'ASSE
standard No. 1048 or 1047. Radio read remotes are required.
general backfill general backfill
(see note)
(see note),�-------,� --�,�,
0.1
8"
stone
select backfill
e note)
i
STANDARD
general backfill
(see note)
8"
24" select backfill
(see note)
6 O.D
1/2 O.D.
6"
1.
I" select backfill
ee note)
6"
1/2 O.D.
6"
CONCRETE ARCH
,---general backfill
I
concrete \_ concrete
CONCRETE CRADLE CONCRETE ENCASEMENT
NOTE: To be compacted to 95% of ASTM D698 maximum density.
TRENCH & BEDDING
Figure 1
WATER MAIN PROFILE
735
_
_
__ __ _
SCALES: (H)
1" =50.0'
1" 5.0'
735
--------____--
_ _
_--_ _ _ _.--
_--
__
_
__ _
730
-
---------
---- ----
-__ ----
—
_.
725
_
____
_._
__
_._
`__
725
720
720
715
PROPOSED GRADE
715
---
in
100
-- -- ----
--- - .._._
__—�—.
PR. 8"0 STORM
EXISTING GRADE
18w MIN
___
-___
_
mQLFARANCF
UL
710
— - --
- _ - - --
�
-
o
U
a
Of
PR. 20' CO
ENCASEMENT
C.
FOR
`=
"
PR. 8_0 _ SDR
WATER MAIN
21 PVC --
-
EX. 15"_PV
SAN. SEW.
I
_.
PR. 4"0 SAN
SEW. LAT.
-
r
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U
U=
----------
i>0
o
m
200
_0
0
+
pp
Q
+
10+00 11 +00
12+00 13+00 14+00 15+00 16+00 17+00
24" select backfill
(see note)
6"
6"
WATER MAIN PLAN
Q121" /
��aI
50 0 50 150
Scale 1' = 50 ft
WATER MAIN PRORLE
735
SCALES: (H)
1" =50.
735
(V)
1 " = 5
- —
--__ .
725
-
---
---------
--
725
720
PR-1
715
" MiN
_
715
1 BRA'
-
_ __
PR. 6"0 S
-21 PVC
- ---
710
WATER MAI
._
-- _—_—
_
----
--
-_�—..
710
-
--
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.
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No. 21621
SSIONAL
SURVEY:
C.I.:
PL-PLC.
2•
DRAWN BY:
JOB NO.:
PL-PLC.
0408024
SCALE:
DATE:
SHOWN
01/06/05
SHEET:
1 O/
11
SAWARY s LATERAL PLAN
METER BOX and COVER
IF NON
pu
--titt�■t=dal r0./�. iici...,.������ �__..._..__ _ .- .•
O
50 0 50
Scale 1 " = 50 ft
SANITARY SEWER LATERAL PROFILE
SCALES: (H) 1 " =50.0'
(V) 1" = 5.0.
EXISTING GFADE
PROPOSED
CRADE
--
_
---------
PROP. 800
710
710
IIUU
(3) PR. 36*0
STM. SEW.
-_
705
705
PR. 386.10'
O 2.08%
4"0 SDR-21
SLOPE
PVC,
700
7'OD
H
Z
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-
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10+00
11 +00 12+00
13+00
14+00
-8"■ tranch I 6 minimum*
. minimum
form board (typ.)»----�"D" \ , ; machine excavation limit
gate valve gate valve trench bottom
& boxes & box undisturbed earth stone bedding
TEE, WYE, OR PLUG TYPICAL SECTION
In lieu of wood forming the fitting may be wrapped with *denotes hand excavation
polyethylene, and the concrete poured to completely surround "D" = 12" min. for 10' and smaller pipe
the fitting and against undisturbed soil. The bearing dimensions "D" = 18" min. for 12" thru 20" pipe
against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions.
CONCRETE DMAENSIONS FOR HORIZONTAL THRUST BLOCKS '6' minimurrti
Pipe
Dia.
Plugs, Wyss &
Tees
11 1 /4° and 22 1 /2°
Bends
45° and 90°
Bends
A
I B
C
A
I B
C
A
B
I C
6"
V-0"
0'-9"
V-0"
0'-9"
0'-9"
0'-9"
V-3"
0'-9"
V-9"
8"
V-3"
0'4'
V-3"
0'-9"
0'-9"
0'-9"
V-6"
0'-9"
2'-3-
10"
V-6"
0'-9"
V-W
V-0"
0'-9"
V-3"
V-9"
U-9"
2'-6-
12"
V-9"
V-0"
2'-6"
V-3"
1'-0"
V-6"
2'-0"
V-0"
3'-W
14"
2'-0"
V-0"
T-0"
V-3"
1'-0"
V-6"
2'4-
1 -0"
4'-0'
16"
2'-3"
18"
1 2'4'
20"
1 7-9-
V-0" 3'-W 1'4Y V-0" 2'-0"
2'-9" 1'-0" 4'-6"
1'-6" VT 2'-0"
3'-0" 1' 3" 4-9"
V-6" 4'-0" 1'-9" 1'-6" 2'-0"
3' 3" 1'-0" 5'-0"
11 1 /4" THRU 90° SENDS
galvn rods over fittings and
embedded in concrete thrust blocks.
— -
FITTIN IZE
ROD SIZE
NO. RODS EMBEDMENT
12" & LESS
6
2
30"
z
14" - 20"
8
2
36"
- t
kNicralle A
Fitting
Volume of thrust block in cu.
d.
VERTICAL SENDS
size
11-1/4°
22-1/2° 45°
90°
stone bedding
6"
-
- -
1.3
8"
-
- 1.1
2.3
10"
-
- 1.8
3.7
THRUST BLOCKS FOR VERTICAL
12"
-
1.2 2.8
5.5
UP BENDS SHALL BE THE SAME
14"
0.5
1.7 3.9
7.6
AS FOR HORIZONTAL BENDS.
16'
0.9
2.3 5.1
-
18"
1.4
3.2 6.3
-
20'
2.2
4.5 7.8
-
CONCRETE THRUST BLOCKING
Figure 2
VBHH77-15BHC-11-77
2" custom setter
(meter by FCSA)
cast in place access standard flat top
door, centered in
for 4' diameter
top (see note 1)
manhole
varies
2' max.
at property line
finished
(see note 2)
grade
skid pad
roadway box
c
3' riser section for 4'
2' CTS polyethylene
diameter manhole
tubing (PET) 200 psi
a
with cutouts
w/ SS inserts at all
connections
ec
3' min.-�
saddle with
2" min.
corporation stop
solid support blocks
water main
under custom setter
6°'stone bedding
ball valve curb stop with PJ
C14-44 w/ SS inserts
(CTS) both ands IB44-777
and MIP plastic plug
w/ SS inserts]; with 2' gate
valve operating nut
NOTES:
1. Access door shall be by Halliday Products
or our approved equal:
a) in non -traffic area - model no. S1 R3030
b) in traffic area - model no. H1 R2424
8"
2. Water service crossing street:
a) Encased in 6" diameter SCH40 PVC or SDR21 pipe.
The piping shall run from one foot beyond sidewalk,
across street, to one foot beyond sidewalk.
CUTOUT DETAIL
b) Install 12 gauge insulated copper wire (for line tracing)
from core. stop to into the meter box [ wrap wire around
(typical)
corp. stop; wire to be taped to top of PET at 10 foot
intervals; come up into meter box and terminate level
with angle ball valve].
1 1 /2" and 2" METER INSTALLATION
Figure 6
M.J. FITTINGS AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS
WATER
10,
top of
10,
stream bank
rip rap
stream
concrete
see detail
below
nt encaseme
•�;�
I'MIN
st. 1,
77
. " a
c i -•T
SEWER
rip rap to be minimum 6 ft. wide
and 1 ft. deep
stream bed
3'
as 3,
required
STREAM CROSSING
Figure 4
concrete pad
V-6" sq. x 6" deep
4" stone—�
screw type
adjustable valve box I 36" min.
location marker
stone valve megalugged
megalugs to main
I
— i
••$,$$
mega ug .,s• •:;r
.r
$$
•$�$e" aetie$aa�
.: 'e; °�$! a°•°$°'• °$ a°O• �'°$$$a••°e$ $e°a$$e•"
-thrust block 18" to 24"
8"x 8"x 16" solid block
(for valves 12" and larger) Note: this detail is also
used for butterfly valves
GATE VALVE
Figure 7
R
cast iron cleanout cap with brass
/
plug must be 8" from the top of the
f/ screw type adjustable box
finished
rade
v�T
g"
square concrete skid pad
20N 20"x 6" deep
cast iron cleanout cap with brass
Q�Q
VALCO, Inc
plug having a countersunk square
Fig. No. 71 BOB
head Panella Model PA4SV-CSK (4")
vC3
with lid marked
"SEWER'
SDR 21 - cleanout pipe
bottom section
of box
brick base
SDR 35 spigot by
SDR 21 gasketed
SDR 35
bell adapter
gasketed bell wye
sanitary
(see note); -`r; "
-•. SDR 35 gasketed
sewer main
SDR 21
t �'6" bend
a
r �'•Y
�Y
6" stone bedding
NOTE :If top of sewer main is greater than 15' deep,
then wye and bend to be heavy wall SDR35
SEWER CLEANOUT
Figure 16
METER SIZE
METER BOX
METER BOX COVER
5/8"x3/4" or 3/4"
18 in. Dia.
Non -Traffic
M32C-PW
Traffic
A32HH
1"
24 in. Dia.
Non -Traffic
MC-30 (Frame) WITH RML-1-T (Top Lid)
Traffic
MC-30 (Frame) WITH RML-12-T (Top Lid)
Opposite Side
no
surrounding ..
8"-10"
r
��/L t�iS
\
NN %%I// ���������// ��Q``�\�/Gi
• lad:.
,`'o
�Ithfl•I
I�Iill� ���
I
COPPERSETTER
COPPERSETTER
meter
size
Opposite Side
Same Side
5/8"x3/4"
VBHC72-18WD-44-44-84
VBHC82-10WD-44-44-B4
3/4"
VBHC72-18WD-44-44-B4
VBHC82-18WD-44-44-B4
1"
VBHC74-15WD-44-44-B4
- N/A -
INSTALLATION NOTES:
1. Exact location of meter box assembly to be approved prior to installation.
2. Water service crossing street:
a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the , i•
street, to one foot beyond sidewalk.
b) Install 12 gauge insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around corp.
stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve].
5/8"x3/4", 3/4" & 1" METER INSTALLATION
(4 FOOT COVER)
Figure 5
concrete
thrust block
I
trench width
as required
6" dia. schedule 40 steel
pipe filled with concrete
and painted yellow
�I�
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..
18" dia. 1'-6" Q U
concrete % ., ::, �/tI ( O
encasement ;_ 3' v
BOLLARD DETAIL Ow
w WW
direction of setting to be approved prior to installation 0' 3
■
as required I rconcrete pad V-6" sq. x 6" deep
U
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a
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screw type
a`
+, O
O (D
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adjustable
�
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valve box
(/)
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N
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FIRE HYDRANT ASSEMBLY
Figure 8
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mechanical joint
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swivel tee with
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6" branch
Z
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MENNE
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TLJ
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C. LEWIS 9
No.
2162106
�Y
�SSIONAL
SURVEY:
C.I.:
PL-PLC.
2"
DRAWN BY:
JOB NO.:
PL-PLC.
0408024
SCALE:
DATE:
SHOWN
02/06/05
SHEET:
1113
LANDSCAPE REQUIREMENTS:
Parking Lot Landscaping:
Perimeter Areas: (1.) Tree per 2,000 sq. ft. of Impervious Area
Required Trees: 46,790 sq. ft./2,000= 23.4=> 24 trees
Provided Trees: 33 trees
Required Headlight Screening: 3' high between Rights -of -ways and adjacent properties
and parking areas
Provided Headlight Screening: 3' high evergreen shrubs along Warrior Drive, Tosker Road,
and along adjacent properties.
Interior Areas: 5% Interior Greenspace
Greenspace Required: 46,790 sq. ft. (x) 0.05= 2,340 sq. ft.
Greenspace Provided: 3,341 sq. ft. (or) 6.56%
(1) Tree Per 10 Parking Spaces
Trees Required: 66 spaces/10= 6.6=> 7 trees
Trees Provided: 7 trees
Zoning District Buffer: A category "B" buffer is required against adjacent RP zoned property to the East.
Required Buffer: 25' inactive buffer
25' active buffer
uJL..Screen (3 plants per 10 linear feet of buffer with a min. I deciduous plants)
Provided Buffer: 25' common inactive buffer is located on the adjacent RP zoned property.
25' common active buffer is located on the CVS property along the eastern boundary line,
adjacent to the RP zoned property.
A common Full Screen is proposed along 135' of the 25' inactive buffer on the adjacent RP zoned
property, in addition to a 6' board on board fence. The remaining 266' of buffer will be screened
by existing dense vegetation that is to be preserved along the existing stream as well as
supplemental deciduous and evergreen plantings that shall be intermixed with the existing vegetation
to provide additional screening.
LANDSCAPE INSTALLATION:
1. 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.
2. 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.
3. All materials are subject to approval by the Owner or Owners representative. Provide the Owner with a tag from each plant species and a list of
the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according
to the American Association of Nurserymen.
4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems.
5. 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.
6. 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 minimum of 4 inches of mulch uniformly over beds. Trees located within four
feet of any shrub bed shall share the some bed. Grade finished planting beds so as not to impede surface drainage.
7. Locate trees a minimum of 3 feet from walls or walks, if possible.
8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be
double -guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose
connections. Stakes shall be 2" x 2" x 72".
9. Use shredded hardwood bark mulch in all planting beds.
10. Remove all tags, twine and containers from installed plants. Roll back burlap one third on all B&B plants.
11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department.
12. 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.
13. Plant all materials in their* appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from
time of installation.
14. All existing plant materials shall remain unless otherwise noted on the Site Plan.
15. All landscaping that shall be done in association with this project shall conform with section 165-36B of the Frederick County Zoning Ordinance.
PARKING LdT LANDSC,APMIG PLANT LW
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
AS
15
Acer soccharum
Sugar Maple
2 1/2" cal.
see plans
CM
6
Cornus mas
Comelliancherry Dogwood
2" cal.
see plans
CID
9
Crotaegus phoenopyrum
Washington Hawthorn
2 1/2" cal.
see plans
IC
I 110
Ilex cornuto 'Dwarf Burford'
Dwarf Burford Chinese Holly
36" height
4' o.c.
KP
4
Koelreuteria poniculato
Ponicled Goldenrointree
2 1/2" cal.
see plans
LS
6
Liquidamor styracifluo
American Sweetgum
2 1/2" cal.
see plans
RC
31
Rhododendron cotowbience
Catawba Rhododendron
36" height
4' O.C.
IfLOV0111 lowerer, or e
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
SUPPLEMENTAL PLANTINGS FOR ZONMIG DISTRICT
KEY
QTY.
BOTANICAL NAME
COMMON NAME
SIZE
SPACING
REMARKS
JV
8
Juniperus vir iniana
Eastern Redcedar
4' height
15' o.c.
TC
14
1 Tsugo conadensis
Canadian Hemlock
4' height
15' o.c.
ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING
NOTE:
CONTRACTOR TO REGRADE, SOD OR
j
HYDROSEED AND STRAW MULCH ALL
I e'-4x4 POST • e' cc
AREAS DISTURBED AS A RESULT
OF THEIR WORK.
K.
TRAILS
ATTACH TO POST
pROp`(,RA�_ W/3-10d(EA. RAIL)
(2) UPRIGHT STAKES TO BE USED ON
T
TREES UP TO 12' HGT. LARGER TREES
TO BE GUYED.
12" DIA. POST HOLE,
FILL W/CONC.
TREE WRAP MAIN TRUNK
RUBBER HOSE
f
NOTES:
ALL LUMBER TO BE PRESSURE TREATED YELLOW PINE NO. 2.
2"x2" HARDWOOD GUY STAKE
ALL HARDWARE TO BE HOT —DIPPED GALVANIZED.
2 PER TREE
FINISHED SIDE TO FACE ADJACENT PROPERTY.
12 GAUGE GALVANIZED
BOARD FENCE DETAIL
WIRE -DOUBLE STRAND TWISTED
NOT TO SCALE
4" MULCH
10 NOTE:
PLANT SPACING VARIES -(SEE PLANS) -
3" SAUCER AROUND TREE
PRUNE ALL BROKEN, DISEASED, AND
WEAK BRANCHES.
ALL SHRUB BEDS TO BE COMPLETELY
S
h
EXCAVATED OF ALL EXISTING SOIL
TO REQUIRED DEPTH AND BACKFILLE
W/ REQUIRED SOIL MIX.
EXISTING GRADE
MULCH TO BE 3" DEPTH
_
`
COMPLETELY REMOVE ALL
STRINGS,BBONSAND
SOIL MIX
TAGS FROM P ANT.
REMOVE TOP 1/3 OF ALL
COMPACTED MOUND TO PREVENT
BURLAP FABRIC AROUND
TREE FROM SETTLING - 6" MIN. HGT.
ROOT BALL.
UPRIGHT STAKES EXTENDED T
FIRM BEARING
SCARIFY ROOTS ON POT '
REMOVE TOP 1/3 OF ALL BURLAP do
BOUND PLANTS.
ROPE FROM ROOT BALL.
MIN. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
TREE PLANTING
SHRUB PLANTING BED
SECTION
SECTION
M,VEGETATION LiE
Ilk-
T10N LINE
T2
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r
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— �— -- — --fir•—�—
• O O O
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' TREES bN ADJACE T PROPERTY \ \ �— • • / --� _ _ \� �,_
TO BNNSTAILLED �Y QfiHERS.
30 0 30 90
Scale 1 " = 30 ft
720
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No. 21621
o�
SGy�
1
Gti
10NAL
SURVEY:
PL-PLC.
2'
DRAWN BY: JOB NO.:
PL-PLC.
0408024
SCALE:
DATE:
1 "-40.0'
02/06/05
SHEET:
12�
GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT STANDARDS OF THE COUNTY
OF FREDERICK, VIRGINIA, THE VIRGINIA DEPARTMENT OF TRANSPORTATION, AND THE
REGULATIONS OF THE AMERICANS WITH DISABILITIES ACT, WHERE APPLICABLE.
2. EROSION AND SEDIMENT CONTROL SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS
OF THE COMMONWEALTH OF VIRGINIA AND THE COUNTY OF FREDERICK, VIRGINIA, WHERE
APPLICABLE.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY "MISS UTILITY" AT
1-800-257-7777 AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN TEN (10) DAYS,
PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY.
PAVING AND CONCRETE:
1. THE PROPOSED ENTRANCE AND WIDENING, MAIN DRIVE AISLES, AND PARKING AREAS SHALL
RECEIVE THE MINIMUM PAVEMENT SECTIONS, AS DETAILED ON THE PLANS. ALL POINTS OF
CONNECTION WITH THE EXISTING PAVEMENT SECTIONS SHALL BE SAW -CUT TO PROVIDE A
SMOOTH TRANSITION BETWEEN PAVEMENT SECTIONS.
2. ALL CONCRETE SHALL BE VDOT CLASSIFICATION A-3 CONCRETE. THE CONCRETE ENTRANCE
AND ON -SITE CURB AND GUTTER SHALL CONFORM TO VDOT STANDARD CG-6, CG-6R, AND
CG-2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS
OF VDOT.
4. ALL EXISTING UTILITIES HAVE BEEN SHOWN BASED UPON THE BEST AVAILABLE INFORMATION.
HOWEVER, THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN AND SHOULD BE
LOCATED. THEREFORE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN
THESE PLANS AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED IMMEDIATELY TO THE
ENGINEER, THE OWNER, AND THE APPROPRIATE UTILITY COMPANY.
5. ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL PERMITS NECESSARY
FOR CONSTRUCTION PRIOR TO COMMENCEMENT OF WORK. AN APPROVED SET OF
CONSTRUCTION DOCUMENTS SHALL BE PRESENT ON THE SITE AT ALL TIMES.
7. TOPOGRAPHIC INFORMATION WAS DERIVED FROM A TOPOGRAPHIC SURVEY PERFORMED BY
THE SURVEY DIVISION OF PAINTER-LEWIS, P.L.C. A FIELD SURVEY PERFORMED TO DETERMINED
THE TOPOGRAPHIC INFORMATION WHICH HAS BEEN BASED ON U.S.C. & G.S. DATUM AND A
CONTOUR INTERVAL OF TWO (2') FEET HAS BEEN ESTABLISHED FOR THIS PROJECT.
8. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.
9. ALL RADII DESIGNATIONS INDICATE FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF STONE
PAVEMENT, WHERE APPLICABLE.
10. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF AND THE CONNECTION TO
EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANY, WHERE APPLICABLE.
CONSTRUCTION NOTES:
EROSION AND SEDIMENT CONTROL:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND
DISTURBING ACTIVITIES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION
OF THE COMMONWEALTH OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. ALL WORK SHALL BE CONFINED TO THE DESIGNATED LIMITS OF CONSTRUCTION. FOR THIS
PROJECT, THE LIMITS OF CONSTRUCTION ARE SHOWN ON THE PLANS.
3. NO DISTURBED AREAS SHALL BE DENUDED FOR MORE THAN THIRTY (30) DAYS. THE
CONTRACTOR SHALL STABILIZE ALL DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER THE END
OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES. ALL MEASURES SHALL BE INSPECTED DAILY AND
AFTER EACH SIGNIFICANT RAINFALL BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE.
ANY DAMAGED STRUCTURES SHALL BE REPAIRED OR REPLACED BY THE END OF WORK THAT
DAY.
5. UPON COMPLETION OF CONSTRUCTION, ALL PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE INSTALLED. AFTER STABILIZATION, THE TEMPORARY EROSION CONTROL
DEVICES SHALL BE REMOVED, AS APPROVED BY THE LOCAL INSPECTION AUTHORITY. ALL
VEGETATIVE COVER SHALL BE CHECKED REGULARLY AND ANY DAMAGED AREAS SHALL BE
REPAIRED, FERTILIZED, REPLANTED, AND MULCHED, AS NEEDED.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND OTHER
CONSTRUCTION EQUIPMENT PRIOR TO ENTERING THE PUBLIC R-O-W. A TRASH RACK SHALL BE
USED AS PART OF THE CONSTRUCTION ENTRANCE TO HELP IN THE CONTROL OF POTENTIAL
MUD GENERATED AS PART OF THE DEVELOPMENT OF THIS SITE. IF IT IS DETERMINED THAT
THIS IS NOT SUFFICIENT, THEN A WASH RACK SHALL BE INSTALLED, AS NEEDED. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CLEAN STREETS AND TO ALLAY DUST AT ALL
TIMES.
EXCAVATION AND GRADING:
1. TEST PITS SHALL BE EXCAVATED TO DETERMINE THE DEPTHS AND LOCATIONS OF ALL OF
THE EXISTING UTILITIES. IF CONFLICTS EXIST, THEN THE EXISTING UTILITIES SHALL BE LOWERED
OR MOVED TO PROMOTE THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT.
2. ALL DELETERIOUS MATERIALS, DEMOLISHED DEBRIS, AND CLEARED AND GRUBBED MATERIALS
SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE.
3. ALL TOPSOIL OR VEGETATIVE COVER SHALL BE EXCAVATED TO ITS FULL DEPTH AND
STOCKPILED ON -SITE, IF APPLICABLE, IN THE AREA AS DIRECTED BY THE OWNER'S
REPRESENTATIVE FOR FUTURE FINISH GRADING.
4. ALL BORROW FILL MATERIAL, IF NECESSARY, SHALL BE OBTAINED BY THE CONTRACTOR AND
APPROVED BY A CERTIFIED GEO-TECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE PLACED IN
LIFTS OF 8" OR LESS AND SHALL BE COMPACTED TO 95% OF ASTM D-698 MAXIMUM DRY
DENSITY, OR AS DIRECTED BY THE GEO-TECHNICAL
ENGINEER.
5. NO BLASTING SHALL BE PERMITTED WITHIN 25 FEET OF EXISTING UTILITIES OR STRUCTURES
WITHOUT PERMISSION OF THE OWNER.
6. ALL LANDSCAPED ISLANDS, SLOPES, AND LAWN AREAS SHALL RECEIVE A MINIMUM OF 6"
TOPSOIL OBTAINED OFF -SITE OR FROM THE TOPSOIL STOCKPILE ON SITE. THE TOPSOIL SHALL
BE GRADED AND RAKED, PRIOR TO APPLICATION OF PERMANENT VEGETATIVE COVER.
7. ALL DISTURBED LAWN AREAS SHALL BE RESEEDED, FERTILIZED AND MULCHED AS NEEDED.
4" CRUSHED STONE
(3000 PSI) 4" CONC
TYPICAL SIDEWALK DETAIL FOR PUBLIC R.O.W. (NO REBAR)
NOT TO SCALE
VARIES
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE
(3000 PSI) 4" CONC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL ON —SITE STOOP/SIDEWALK DETAIL
NOT TO SCALE
EXISTING OR PROPOSED CURB(TYP)
WHERE SHOWN ON PLANS
(OR AS SHOWN ON PLANS)
EXP. JT. MAT'L -� 4" CRUSHED STONE
(3000 PSI) 4" CONC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK /CURB DETAIL
NOT TO SCALE
1 "0 DOWELL HOLE
1 "0 DOWELL HOLE
6'-0"
FRONT VIEW
PROP. 6' CAR STOP
.•r EX. PAVEMENT
STRUCTURE
1 /2„
CONTINUOUS 2"
#4 REBAR +„
5/8"Ox18" STEEL DOWELL END VIEW
PRE —CAST WHEEL STOP DETAIL
NOT TO SCALE
—4 2" x 18" STND.
JI
RESERVED
PARKING
STND. U—CHANNEL POST
W-1
VAN
ACCESSIBLE
n „so-eoo
7DW-AWAY DOIE
VAN
ACCESSIBLE
— PROP. GROUND SIGN
HANDICAP SIGN DETAIL
NOT TO SCALE
VAN ACCESSIBLE SIGN
i
RESERVED
PARKING
Cf)
z
a
o'
w
n
n i"G el
TOW�
HC
SIGN
CG-6R
COMBINATION 6" CURB & GUTTER REVERSED
NOT TO SCALE
e
CG- 6
COMBINATION 6" CURB & GUTTER
NOT TO SCALE
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
UGHT
2" SM-2A
8" 21-A
COMPACTED SUBGRADE
TYPICAL SITE PAVEMENT DETAIL
NOT TO SCALE
APPLY THE LIGHT PAVEMENT SECTION TO ALL
PERIMETER PARKING STALL AREAS.
iy.♦-
• � i�i�i�i'i�i�
COMPACTED SUBGR�
HEAVY PAVEMENT DETAILS
NOT TO SCALE
APPLY THE HEAVY PAVEMENT SECTION TO ALL
DRIVE AILSES.
BORE HOLES IN
CONCRETE TO
ACCEPT CANE
BOLTS FOR BOT
OPEN AND CLOD
POSITIONS
MASONRY WALL (SE
DETAIL THIS SHEET.
END OF STALL
STRIPE OR CURBING 6" CONC. SLAB
W/ 6"X6"X10/1
WHITE PAVEMENT MARKING, WELDED WIRE
4" WIDTH, LENGTH AS MESH
SHOWN ON PLANS.
WHITE SYMBOL PER ADA DUMPSTERS B)
ON SOLD BLUE BACKGROUND OTHERS
WHITE PAVEMENT MARKING,
4" WIDTH, 2' CC; 45' ANGLE
OR 5'
NOTE:
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.
PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED
LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
(2) 6'0 S
PIPE FILL
CONC. 4'
WITH 18"�
CONC. FOOTING
3' DEEP PNTD
PER OWNER
SPEC.
FACE BRICK TO
MATCH
BUILDING
ROWLOCK
COURSE _
4" CMU BLOCK
.a
4'
ROWLOCK
COURSE
8" CMU HORIZ
REINF ® 16"
O.C.
PAVING, RE: CIVIL
CONCRETE APRON W/ REINF. -
SEE STRUCTURAL DRAWINGS
SLOPE AS INDICATED BY PLANS
SECTION AT SCREEN WALLS
NOT TO SCALE
SEE ARCHITECTURAL PLANS FOR ADDITIONAL CONSTRUCTION DETAILS.
TRASH ENCLOSURE DETAIL
NOT TO SCALE
SEE ARCHITECTURAL PLANS FOR ADDITIONAL CONSTRUCTION DETAILS.
APRON
NEEDED
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J N C. LEWIS 9
No. 21621
..c .
V_ZSIONAL
SURVEY:
C.L:
N/A
N/A
DRAWN BY:
JOB NO.:
PL-PLC.
0408024
SCALE:
DATE:
AS SHOWN
02/06/05
SHEET:
13/ 1