HomeMy WebLinkAbout36-00 Pegasus Business Center, Phase III - Shawnee - Backfile (2)FREDERICK COUNTY, VIRGINIA
ABBREVIATIONS
ASSY
ASSEMBLY
BF
BASEMENT FLOOR
BLK
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EDP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FFE
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F,L.S.
FIRE LANE SIGN
CQ
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6' HEADER CURB
HP
HIGH POINT
HTR.
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
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
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PID
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED
REDUCER
R,O.
ROCK OUTCROP
SAN
SANITARY
STD�
STANDARD
T,B.D
TO BE DEMOLISHED
T B,R
TO BE REMOVED
T B-P
TO BE PRESERVED
TB
THRUST BLOCk
TC
TOP OF CURB
TEL
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYF
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC. TRANSFORMER
lol L
WATERLINE
wM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
wV
WATER VALVE
5'R
RADIUS IN FEET
�00.00
PROPOSED SPOT ELEVATION
X0000
EXISTING SPOT ELEVATION
HATCHING INDICATE' REVERSED PITCH
i
IN THE GUTTER PAN PITCH TO BE
112' PER FOOT TRANSITION THE GUTTER
OVER A 10' LENGTH (TYP.,
ADAMSMNELSON & ASSOCIATES
PEGASUS BUSINESS CENTER
PHASE THREE
FREDERICK COUNTY, VIRGINIA
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LIST OF DRAWINGS:
SHT 1 /7: COVER SHEET
SHT. 2/7� GENERAL NOTES
CONSTRUCTION NOTES
EROSION & SEDIMENT CONTROL DETAILS
SHT
3/7:
LAYOUT PLAN
SHT
4/7:
GRADING PLAN
EROSION & SEDIMENT CONTROL PLAN
SHT�
5/7�
UTILITY PROFILES AND DETAILS
SHT
6/7
CONSTRUCTION DETAILS
SHT
7/7-
LANDSCAPE PLAN
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AIRPORT BUSINESS PARC C Ems
BUILDING A, LLC ZONIN(_� ADMINISTRATOR DATE -
PIN #64-A-40 tl vd
ZONED: M-I/FLEX-TECH AIRPORT BUSINESS PARC, LLC APPROVED No. 021621
USE: RETAIL/ WAREHOUSE FREDERICK COUNTY, VIRGINIA 04
PIN #64-A-40
ZONED: M-1/FLEX-TECH SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
USE: VACANT
PAINTERmLEWIS, P.L.C.
302 South Broddock Street, Suite 200
100 0 100 300 Winchester-, Virginia 22 6 01
FOR CONSTRUCTION Telephone (540)662-5792
TS_m� Facsimile (540)6641-5793
S C_ a e 1 100 f� t JOB NO. ' 9908012 '\HFF I
04AUGOO 1 /7
GENERAL NOTES
1 . The property delineated on this plan 11's located at the intersection of Route 645, Airport
Rood and Route 776, Bufflick Road in the Shawnee Magisterial District in the County of Frederick,
Virginia. The owner proposes to construct a 22,400 square foot, two story building for general business
space on Lot 40A.
2. Owner/Developer.- Contact Mr. K-evin Adams
ADAMS-NELSON & ASSOCIATES
401 Pegasus Court
Winchester, Virginia 22602 Telephone: (540) 667-2424
3. Engineer/Landscape Architect:
PAINTER-LEWIS, P.L.C. Contact: John Lewis
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. Parcel 40A contains 4.1801 acres. The parcel Property Identification Number is 64-A-40A.
The property is recorded among the land records of Frederick County in the name of C.
Douglas Adams and Kevin D. Adams.
5. Survey information shown on these plans is based on U. S. C. & G. Datum and was provided
by Marsh & Legge, Land Surveyors, P.L.C. A reference benchmark has been established at the
bolt on the top flange of an existing fire hydrant located near the west boundary of the property.
The elevation is 734.40.
6. Site Data - Parcel 40A Area-. 4.1801 acres
Zoning: B-2, Business General District w/Airport District Flex -Tech Overlay
Use: OFFICE
Arterial Street Setback: Required - 50' Provided - 0'
Collector Street Setback.- Required - 35' Provided 61'+ & 85'+
Rear Yard Setback: Required 0'
Side Yard Setback: Required 0'
Business Sign Setback: Required - 10' Provided 10'
Maximum Sign Height. Allowed - 35'
Maximum Building Height: Allowed - 35' Proposed 32'
Maximum FAR: Allowed - 1.0
Proposed Total Floor Area = 44,800 SF = 0.246
Minimum Landscape Area: Required - 15%
Proposed Building/Pavement Area = 123,500 +1/- SF or 32.2% landscape area
7. Landscaping Requirements: See Landscape Notes.
8- Parking Space Requirements Lot 40A:
Property Line Setback: Required - 5' Provided - 54
Office - 44,800 SF Required - I per 250 square feet = 179.2 spaces
Existing Spaces 101 regular spaces including 5 Accessible Spaces per ADA
Provided Spaces 121 regular spaces including 4 Accessible Spaces per ADA
Total Parking Provided = 222 regular spaces including 9 Accessible Spaces per ADA
9. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC romps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29.
HC romps off site shall be constructed per VDOT standards.
10. Buffering Requirements:
The adjacent zoning which is B2 requires no buffer. The adjacent zoning which is M1
requires on A type buffer which is accommodated by the existing road ROW distances.
11. The proposed building lies within the Airport District which applies limits to the height
of structures. The parcel lies within the Transition Zone and the maximum height of
the building controlled by the Transition Zone. The criteria applicable to the building
height are as follows:
The Transition zone begins at a point measured 500 feet along the horizontal plane from
the centerline of the runway as established by DELTA Airport Consultants, Inc. and at
an elevation of 720 feet MSIL as stated in Section 165-98 of the Frederick County
Zoning Ordinance. From that point, the height limit increases one foot vertically for
every seven feet of horizontal distance. The corner of the proposed building nearest the
runway centerline Is 1000+/- feet measured perpendicularly to the centerline The
Maximum height of the structure at that corner must be less than [0000 - 500) / 7] + 720
or 791.00 feet MSL. The proposed building will have a maximum height of 32 feet
from finished floor elevation. Therefore the finished floor elevation must be at or below
759 00 assuming the horizontal distance to the centerline remains at 1000'.
See Study #00-AEA-0246-OE from the FAA
12. The site contains no significant environmental features. FIRM Community Panel No.
510063 1225B shows the site to be in Zone C, outside the limits of flood plain.
13. The site contains no outdoor storage areas other than a trash storage area. Trash will
be contracted for removal by the individual tenants.
14. The site contains no outdoor, pole -mounted lighting All building mounted lighting fixtures
will be designed to deflect glare away from adjoining properties and streets.
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1. All sanitary sewer and water supply construction shall conform to the current standards of
the Virginia Department of Health and the Frederick County Sanitation Authority
(the "Authority").
2. Water service will be provided by an extension of the Frederick County Sanitation
Authority water main located adjacent to Bufflick Road. A flow test was conducted by
the Frederick County Sanitation Authority on January 3, 1996 on the fire hydrant located
on the northern boundary of the Adorns parcel. The results were as follows:
static pressure: 70 p.s.l. 44
open flow: 1061 g.p.m.
residual pressure: 4 0 p. s.1' .
3 The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority.
4. Exact locations of water and sewer services on new lines are to be coordinated with
the Authority's inspector
5. The Sanitation Authority shall install all water and sewer services that connect to existing
lines. The location of the tap and the termination point of the lateral are to be coordinated
with the Authority's assistant engineer. An application for services must be made and fees paid.
6. The Authority shall top all existing water lines. They will furnish the materials for and make
the tap. The CONTRACTOR must make application for and pay the cost of this work.
7. The Sanitation Authority maintenance department is responsible for the installation of
water meters. Before a permanent meter is set, they require.- 1) the frome and cover to
be properly aligned with its meter box and yoke bar-, 2) the frame and cover to be set to
the final grade of the lot; 3) the distance between the top of the cover and the yoke bar
be between 18 and 21 inches-, 4) all components of the meter box assembly to be in
proper working order. It is the developer's responsibility to have the meter box
assembly installed correctly.
8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
9 A double check valve backflow prevention assembly is to be installed on any line (f ire
or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
or 1013. If the assembly is mounted inside a building, a remote readout is required.
CONSTRUCTION NOTES
1. The existing utilities shown on these plans ore based on available information.
The CONTRACTOR shall be responsible for determining the exact location of all
utilities before commencing work and for any damages which occur by the failure to locate
and preserve these utilities. If the CONTRACTOR should encounter utilities other than
those shown on these plans, the CONTRACTOR shall immediately notify the engineer
and take the necessary and proper steps to protect the facility and assure the continuance
of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start
of construction. At least one copy of approved plans and revisions shall be kept on -site at
all times.
3. Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on
the plans.
4. Controlled Fills;
A. Controlled compaction shall occur in all fill sections for pavement, trenches for
utilities and in other areas as designated on the plans.
B. Controlled fills shall be compacted to 98% density as determined by methods
per standard proctor ASTM D 698. Density shall be verified by a qualified
soils engineer.
C Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the
specified density, beginning from the existing ground surface, unless otherwise
approved in writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared,
grubbed, and stripped of topsoil. The area is then to be sconfled and compacted
to a depth of 6 inches to the some density as the controlled fill to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free
of roots, woody vegetation, oversized stones, rocks, sandy soil, or other
objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. Pavement and storm sewer materiols called for on the plans refer to standard VDOT designations.
7. BENCHMARK: top bolt on fire hydrant - elevation = 731.91
8. All rodii indicate edge of gravel, edge of pavement or face of curb as applicable.
9. Where plans call for matching existing pavement 'in the public right of way,
the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT.
10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor
at the CONTRACTOR's expense.
1 1. All construction and materials proposed for the public right of way shall conform to
11 1
VDOT standards and specifications.
12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal.
13. The CONTRACTOR shall obtain permission from adjoining property owners prior
to conducting any off site constructlion activities.
14. The CONTRACTOR shall coordinate the relocation of the existing utilities with
the appropriate utility company as necessary,
15. All site and building lighting shall be installed to avoid spill -over onto adjoining properties.
ORIGINAL GROUND ELEV
67 CU YD. /1.5 ACRES
(1100 CU. YD,)
DIRECTION OF FLOW
DIRECTION OF FLOW
DIRECTION OF FLOW,
11 + 2
67 CU. YD. /1.5 ACRES �--ORIGINAL GROUNC
(100 CU YD. EXCAVATED) Z-FILTER CLOTH ELEVATION
COARSE AGGREGATE" �CLASS I RIP -RAP
COARSE AGGREGATE SHALL BE VDOT #3, #357, C
TEMPORARY SEDIMENT TRAP DETAIL
EROSION AND SILTATION CONTROL NARRATIVE
Project Description
The developer proposes to construct a 22,400 square foot office building and a 600 square foot storage building on two lots containing
approximately 4.6 acres. The total area of disturbance on the site is approximately 2.0 acres. Storm water runoff will be directed to an
existing storm water conveyance system. A detention facility is located off -site near Buffalo Lick Run.
Existing Site Conditions
The site is currently used commercial office space. Slopes range from 1.0 % to approximately 5.0%.
Adjacent Areas
The site is bordered on the east and north by the Bufflick Road right-of-way. The parcel
to the west is zoned B2 and is used for commercial purposes. The land to the south contains the Route 645 right-of-way.
Off -site Areas
No off site disturbance or construction activities are anticipated.
Critical Areas
No critical areas have been identified on the site.
Erosion and Sediment Control Measures
3.02 A 12*w by 70'1 temporary stone construction entrance with wash rock will be constructed at the proposed access to the construction
area. 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 cleanout of any structures used to trop 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 in selected locations downstream from the construction areas as a first measure of construction. Silt
fence will be installed around the downstream side of the topsoil stockpile. Silt fences sholl be inspected after each rainfall and at least
daily during prolonged rainfoll. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt
fence sholl 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.
3.09 Temporary diversion dikes will be installed along the southern limits of the proposed soil borrow area around the downstream
perimeter of the work area. The dikes will be constructed with the on -site materials and will be seeded with the temporary seeding mix
immediately after installation. The dikes shall be inspected after each rain storm and repairs made to the dike, flow channel, or outlet as necessary.
3.13 One temporary sediment trap will be installed as the outlet control structure for the temporary diversion dikes. The trap will be constucted with
on site materials and will be seeded with the temporary seeding mix immediately after installation. The trop shall be inspected after each rain storm
and repairs as necessary.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and 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 July through December 1999.
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN. PURITY(%) MIN, GERM.(%)
Sept 1 - Feb 15:
Annual Ryegrass 50 lb/oc 98 85
Winter Rye 50 lb/oc 98 85
May 1 - Aug 31:
German Millet 50 lb/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegross 75 lb/oc 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 lb/ac 10-10-10
Permanent Stabilization
The contractor sholl 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 hove been achieved.
b. Add 3 tons per ocre pulverized agricultural limestone( I 401b/ 1 000sf).
SEED TYPE RATE MIN PURITY(%) MIN. GERM (%)
Tall fescue 60 lb.oc 97 85
Red clover 8 lb/oc 95 65
Ladino clover 8 lb/ac 95 65
Nurse Gross -(season dependent)
Sept 1 - Feb 1 5�
Annual Ryegrass 12 lb/ac 98 85
Winter Rye 12 lb/oc 98 85
May 1 - Aug 31:
German Millet 12 lb/oc 98 85
or
Feb 16 - Apr 30.
Annual ryegross 12 lb/ac 98 85
Mulch: 1.5 ton/cc small grain strow
Fertilizer- 1000 lb/ac 10-10-10
1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook.
2. All perimeter sediment control devices sholl be erected prior to any land disturbing activities and shall remain in place until the
site is fully stabilized
3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water All off site grading
and construction is to be done with the property owner's consent
4. Cut and fill slopes shall be groded at a maximum of 'I horizontal to I vertical unless otherwise specified on the plans.
5. The limits of clearing and groding are limited to the property boundaries
6. The Contractor shall obtain a land Disturbance Permit from the Frederick County Public Works Department prior to
inititating any site work
LENGTH (IN FT.)=
OUTLET (PERSPECTIVE VIEW)
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
FLOV
FLOV
10 FT MAX SPACIW WITH
WIRE SUPPORT FENCE
6 FT MAY SPACM WITHOUT
_-WIRE SUPPORT FENCE
STEEL OR rPONDING HT. FWITER FABRIC PONDING HT.
W
3?PD POST A ACH SECURELY
HIGH MAX-\ TO UPSTREAM
SIDE OF POST
R U 0
UNOFF RUNOFF
(RAMWIDED)
HT
STORAGE
12" IMIN., 4"x6" TRENCH 12" MIN.
WITH COMPACTED
BACKFILL I -
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
NOTE
1, INSPECT AND REPAIR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN 'BE PERMANENTLY
STABILIZED.
3, SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIL41ZE PONDIING EFFICIENCY
ALTERNATE DETAIL
TRENCH WITH GRAVEL
SILT FENCE
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 % OR GREAIER
EXIS A
ROA Y
FILTER FABRIC
SECTION A A
N
SPILLWAY NDBAGS. STRAW SALES
OTI
US
SEDIMENT BARRIER OR HER APPROVED METHODS
ICTIDAW QA1 r TYPr' rHOWN% TO HANNELIZE RUNOFF TO BASIN
AS EOUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
'10
3:
'ER
T
NECES
0 FLOW FLOW
Cr
LJ
a_ A A WASHRACK 2"-3" COURSE
A AGGREGATE
ch
MIN 6" THICK
0
0 1
Z DIVERSION RIDGE
Z
70' MIN.
PLAN
NOTES
I THE ENTRANCE SHALL BE MAINTAJNED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-
TEMPORARY
OF -WAY. THIS MAY REQUIRE TOP DRESSING,
REPAJR AND/OR CLEANOUT OF ANY MEASURES
GRAVEL
USED TO TRAP SEDIMENT
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY
CONSTRUCTION
3. WHEN WASHING is REQUIRED, IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
ENTRANCE/EXIT
OR SEDIMENT BASIN.
4 INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS
- 0C COMPACTED SOIL
FLOW
I I -a I E-I I I --_I I
7-
45 MIN.
TEMPORARY DIVERSION DIKE
EROSION & SEDIMENT CONTROL KEY
3 02
TEMPORARY STONE
CONSTRUCTION
ENTRANCE
305
SILT FENCE
X-X--X- -X
3.07
INLET PROTECTION
3 09
TEMPORARY DIVERSION
0 -4
DIKE
3.13
TEMPORARY
SEDIMENT TRAP
3.18
OUTLET PROTECTION
3.31
TEMPORARY SEEDING
3.32
PERMANENT SEEDING
3.35
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No. 21621
%0
��13��IONAL 5 V^l�
DATE:
SURVEY:
12JUNEOO
M&L
SCALE
DRAWN:
1 " = 20'
PLC
C. I':
JOB NO.:
NA
9908012
DWG-.
SHEET�
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No. 21621
L ;t
DATE� SURVEY:
12JUNEOO M&L
SCALEi DRAWN.
1 20' PLC
+
C I.: JOB NO.:
NA 9908012
DWG-. SHEET:
PEG3SHT4 4
PROPOSED ROAD ENTRANCE CULVERT PROFILE
SCALE& (H)
1" =50 0'
(V)
1 5. 0'
735
735
730
730
725
725
PROFOSED
GRAGE
EXISTING
720
GRADE
.
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720
a3.50'-15"o
ROD
36,50'-150
RCP-�
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ON -SITE CULVERT PROFILE
SCALES. (H)
1" =50.0'
(V)
1 5. 0'
735
735
730
730
PROPOSED
APPROX.
LCCATION
0
GRADE
EX. ELEC
CONDUITS-
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725
720,
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PROPOSED
WATER MAIN PROFILE
SCALES: (H)
1" =50 0'
(V)
1 5. 0'
745.
745
740
740
735
735
PROPOSED
GRADE
730
730
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GRADE
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0 PROP
STM
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COVER
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MATE LOCAT
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PROPOSED FIRE HYDRANT PROFILE
SCALES- (H)
1" =50�0'
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745
740
740
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GRADE
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CRONT ELEVATION
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SECTION A-4
D--SA D3C
Vitt-
,00m.
mb." D. OET-1, rHi USED
",WTO. A.M. W itHr Hip., Hi ft� Hw,, Vwx
W 0..,rHp. V, ADJACiEN, TO CURR§
1,,V c 10, --we"'li
7%= WITHOUT SUTTER
Sherlit i at 2
STANDARD CURB DROP INLET
2"-30" PIPE MAXIMUM DEPTH (H) -RECERENCE
4 09 VIRGINIA D PARTMENT
RA XA710N
LPG- 5
S.6-W2 1,WZ
ftm wirwitili, an liftim 0114,4 Fixxx WwiV %qw, 1*4- 6. SO. YDS- PER LIN, FT OF PAVED CHANNEL.
011,111111" MINIM swo" - VtwWH N ft
PRIM. made.
W
r
.2' 4! 9'
of a'
Wl SIOE SLOPES
0.534 06.46 ..751111,0.47010.9111 1.01110211-20311.3j,lk 1425
0
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1 165 1111 79 136 1491
1 lioq�IL7'21 1-632 it 943 2054
368 1.47911 Soo ..Z- �20352J41 2 257 2 368
341114 349iP 411iliAil I -I
400 `40:11- Qkftd wwif 1ww1,V%wW,
SECTION A -A
a- 1.,4 3, lz 4?z IZ.533
rlitZ11544 Z.755i .6G6j&.9T7f3.049j3.2Oj
Z 755'
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3 2 5 4 3 365 3 47613.,., !,N'9413�11109J 5.92014 032 �4 4
Iyul SIPE SLOPES
0 62 310.734jo� 845 2'!!! 1 097�. 7A 1 29011.40
4 1 1 UZ311,; 5511 24411 35711 46&11 579;, 69011.80
Concre" to be Class Az _1424JI.535ji 64011.75711 1111 9@Oj2.Ojlj22O
[---- -'( "i I $2511-93$Z.04F2.11341226912380 491;2 60
Evainam film ww" 57 2.11 4 2 22312.33612.446 2.55 ;2rrG'?012 7812 89213.0-0
OW NoWaRitir 90' ---N A 9 2.513512 626 2�73712 84 2 9593 010,11 11113 21313 40
6 1911113-027 3 1 36 3.24913.360 3.471 13.
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- A 4944 604 4 Ti 7
1 IF 4.1 1 714.22414 3.6 4 4 51 4 -4
4 00415,1 17
2!1 SIDE SLOPES
0 0 0 WO 0 94111 05211,104 1.? 1 1 306,11 111?�l 609
4 Z' 105 327 1 --
43@jI 5411IJ1,111401 7 UI $6311.99 4,2, 0 5
0 1 713 82411 3312.04 .,57 a
I z 4412:A�. 4 9 1 �2 602
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--CwHIM .0 to be Inewled a 396 2 707 2 41412 92913 04
tj 5=1 3 TOZ33,313 46513 596
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C located ol '311 10"s a atm."% a. --�ri -36-93�70 01z 3.RZ314 03414 - 4 70,4 5g,
V ;7-
ELEVATION �er -no ,)f eocr, 086�-
V "ZS 63 4 *7 4 .30 4 42014 53 IJ4 64214 75314 84414 %1Vi3j5 ogq
Z5634 94 100544 91 5 02 -47ZT5 563
NOTES 1 (7,111 040 5 1 9 1.5 �30 5 4 3 5 5 2 5 -6 3 3 -�4 7-15 -Is-mrs 4 0" 06
Depoh to) .4 ."MJVA ft b. - wi-
will" "w"i "' 10 bb PC x"00 - -11 ~VwV- -h- - W 4 400 1. w Iftow 4-
.w Ht V"lw If'ot, V
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SPECIFICATION
REFERENCE STANDARD PAVED DITCHES
502 VIRGINIA OEPARTMEN-
TRANSPORTATION
Shelf, of 5
HALF PLAN VIEW
4'-S* (2 x Wall Thiip�
0."
41111 Swil St - d SL -'tw .00hodliplitv .1 W." ixim
MiN. 1h. 1.0 Of 1. IN, 001
Sid MF�an
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ob.d by 'he
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A 9'0-d S.-40M
01- :S
+ -
Ato
HALF SECTION
A -A
(w T"' FIRAmE 4NO coy" "Emove:))
Li z
BRICK CONCRETE
TABLE OF QUANTITIES
BRICK
MANHOLE
wdhowl o,lpint 7he a -At J,.pinew
by `11,61 be 10 b
DEPTi,
NMOLE
ORICK
T
4
CONCRETE CONCRETE
YOS
' oncrete 0 5
0 71115 43-
42,111
96,
bodwd f.,
0
L�5 j_�L3
Vh
12
"tll� 1 41� JL+ J? X_ftll ThIC --1 4
10
-701 _2 465 j
0 165 1
.. 1 7;�?
��;
it
0 . - I
b`
1
SECTION B-B
0 9710 45
0 970 3 41
9?0 4 ; 71
1
bit 0".
BRICK CONCRETE 26
0 970 4 i4 -I
w*ij
OR L- t
3 ,
4 90
-
0 2115
CONCRETE BLOCK 4 0
-5
1
1 73 6 032
45
MANHOLE FOR 12" 48" P`IPE
CULVERTS
Sto F ON I
iCA
REe�C IICS �E
VIRGINIA DEPARTMENT
or
302
TRANSPORTATION
0*
0. 01
general backlill
24* carefully ccinipacW
ba(Alill
6
6*
610110 airJ16gillo
ATAN12ARL2
general ba4fill
615MIRM --a.
24* Carefully wmirfacled
actincre" - -11taltwilb", hill
- U11201)
.M.- ` I t 6'
\ stollu HLAPOLIale
COINCII]ILIF AKII
sanitary ---
sewer main
finished
It
METER BOX and COVER
METER BOX (see Note) METER BOX COVER
18 in Dia Non-Troffic M12C-PW
Traffic A32HH - T
24 in Dia Non -Traffic MC-30 (Frame) WITH RML- I-T fTop Lid)
Traffic MC - 30 (Frome) WITH RML - 1 -- -T 1op Lid)
Note thick Polyethelene Plastic 30" deep
verlical crush strength Shall exceed 3000 pounds)
treated ". 4' .,it,
70C-r P-ihte-db,.-e�
meter cover
set 2* above
�ories as reautrea
�in grade prior
o sodding
stone beddin -_meter'�by F C S.A
surrounding box
--meter Do.
angle :"ck cive
with droir valve
�-oncpe yoke
type K co per
P
tubing. continuow
genefal ba4fill
r
without pints from
viate, main �o meter
ft
Mom 0
stone bedding
Z :::;i:
METEg A ING PARTS
1-ne n9ie,�hetzk
f24* carefully compacted ;sjj Meter yokejo��J;%y Ke
to mete,
setting as equirea
ifieloci baalfll
Otve ve Wn. l
I
curt) & gutte-
4-,123W HHCA9 323TD
Street
_=3/4- '50454-94 3-4W :.�W-�A94-3323TD-G EC-2
112 0 D.
HHCA94-444Tr)-GI EC-4
6.
INSTALLATION NOTES
back of
I Exact location of nrieter box
. ew,olk
G(2HQflF.[FQf1AULL
assembly
to tie approved proor to installation
2 Water service crosswig street sholl be
A-
tv
y 0,
ype T
encased in 2* dict, SCH40 PVC or
K
golleral baafal
SDR2 1 pipino The piping Shall run from
4 type K
one itaot beyond sidewalk. across the
for
copper
0.0
sKreet, to one toot beyond sidewalk. single meter
a, 8'
installation
�%3/4' Wye
Carefully 24'
DUAL METER INSTALLATION
$Olt" be
OD
5/8", 3/4" Sc METER
INSTALLATION
Figure 5
AMENDMENT NO 2 APRIL
1()97
AMENDMENT NO 3 OCTOBER 1998
�:Ieanout pipe ---
wye
QUINCHL ft
- cast iron cleanout cap with brass plug
having a countersunk square head
Panella Model PA4SV-CSK (4-)
Panella Model PA6SV-CSK (15)
square concrete skid pad
20*x 20"x 12' deep
--- aggregate base
, depth 3" )
- SDR 21
45* bA.nd
6' stone bedding
NOTE Where length of service lateral to exceeds 75'
a cleanourt assembly shall be furnished at the
property line
SEWER CLEANOUT
Figure 17
11111"n battle 'a
tr� bOV-
gis. b.- get. Wit
"OL TYR&AI SECTION
ILL ffYL-QELF-1"
;n I- oi -xi li; V. fitb,g rrwy b. ppw ,,V, O-Ift tard --thoo
aciverown* and me � Vito pourod to -Piewy satC -a- - i �- wn it. I C- am ,wA. P.P.
taN ,r,*VWb,,bd rh. b.&INO-� *CT . ir iTur, to IZ* lui, M* DW
View, ~ below lor A, 8, dli�&
CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS
Pipe
Me.
Plugs, �-
T."
I / u-4 22 1117 46* and W
Beras I sands
A
T-C ----A-
8 C I A ' 8
C
a-
V-3-
7-111'
V-9-
0'.9-
0--g- D`-9-
1-4- (Y-9-
2--3-
Icr
1 -67
(Y-tir
I Z-7
-omg
Z4*
12*
11-W
11-(r
Z-6*
11-3"
1-01 114,
Z-0. V. (r
T-0`
'r u-
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1*-(r
Y.(r
F
4'-0'
5-1
V-0-
V-T
1 --0- 2'-0-
z-9- I I --(r
4-:F
19*
7V
V-3'
_3'-r
3'-91
v.6-
-Z(r
7.0-1 V-3-
W-2-
[Tr-3---T`
WIN—
"��/ -%a,
VERTICAL SENDS
ow"
THRUST BLOCKS FOR VEFMCAL
UP BENDS SHALI BE THE SAME
AS FOR HORIZONTAL BENDS
go. nodw - m". wo
addow V, �61411 tvUlll bloc"
-Ford FC HIH 77 HC-158
'" custom setter
Tleter by FCSAj
cost ;n place access door. standard
centered in top flat top for
(see note 1 4' diameter
�aries 2, m a X. mannole
it propery i)ne inisnea
(see note 2 grace
z
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roadway box
type K cop er a 3' riser section
ubing (no jo.. ts for 4' cliameter
from main t manhole I-- -
a with cutouts
curb stop)
V) >
\-saddle with 4 Min LAJ V)
corporation UJ
water stop blocks V,.* CZ
mair under custom setter ad
oal valve curb stoo-i stone bedding
with PIP ends. with
2' gate volve V) UJ C)
operating nut
a
NOTES. w.-J
4 1 . Access door shall a* by Halliday Products V) LJ
or our approved equal:'
(3) in non -traffic area - model no. SIR�3030
b) in traffic area - model no HlR'2424 V)
2. Water service crossing street Shall be encosea
in 6' did. SCH40 PVC or SDR21 piping The L0
. . CL
CUTOUT DETAIL piping shall run from one foot beyond sidewalk. 1-- LAVVV
typical across the street. to one toot beyond sidewalk. U
Uj
0
cy-
0-
1 1/2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO 3 - OCTOBER 1998
trencint width Uj
asrequilred
6* 3ta schedule 40 - - 3'
Ss" pipe filled with
concrele and ciairilled
yofiliow
z
10
�0
Concrete
encasement'
block
BQL-ARO DETAIL
aireason at Sarni t)e approveconor to nstagaltion
Cowete pad !'-r sq. X S* deep
min 6- max
F17ING qi7F Iqnn -17F NO qCIDS MRE-JLWy-,
For", 17' a LESS 6 z 30,
14' 20' S 3157
stone --
jFrT7ING1 VOLUME OF THRUST BLOCK CU
SIZE
I -
6*
4
81
1.1
10,
14 3.7
Ir
11
2.8 &5
14*
O's
1.7
3-9 7.6
16"
01
Z3
5A
Is*
1 4
3.2
6,3
20,
22
4.s
78
CONCRETE THRUST BLOCKING
Figure 2
stone lo a@ rTunimurn
of 6- above lop of bass
megalugs
I
screw -,Po
- adjustable
valve box
I I
FIRE HYDRANT ASSEMBLY
Fligii 9
localoir Deg
gwirvel tee with
9' branch
0
OHN C -F.k---
No 2 16 21
0
--Ac
"5*10NAL
DATE, SURVE)
12JLJNEOO NI/A
SCALE DRAWN
AS SHOWN P1 ,
N / A
10FA N 1-11-IFf 11
,-1908l) 5/7
VIRGINIA DEPARTMENT OF TRANSPORTATION VAN ACCESSIBLE SIGN —
REV 7/95 STAUNTON DISTRICT
GENERAL NOTES FOR ENTRANCE PLANS
PANKM
"
"
—12 x 18 STND
—END
OF STALL
VDOT
GENERAL NOTES:
RESERVED
RESERVED
STRIPE OR CURBING
AOCE"BU
PARKING
PARKING
V1.
ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION
STND. U-CHANNEL POST
F-9-1
V)
4" STRIPES @ 45*
(VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS,
Z
<
THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS
VAN
ACCESSIBLE
_j --WHITE
a_
At
SYMBOL PER ADA
AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS .
ON BLUE BACKGROUND
It
APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF 0
cr_
—WHITE
PAVEMENT MARKING,
THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST
f-ALTY iiOO-5001
TOW -AWAY ZOW
%
MALTY 60-500
TOW -AWAY ZOW
4" WIDTH, LENGTH AS
STRINGENT SHALL GOVERN.
III
SHOWN ON PLANS.
HC
VAN
V2
ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S
SIGN
ACCESSIBLE
DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH
PROP. GROUND
SIGN
8. 00'--/�— 8. 00'4
ADMINISTRATION AND VOSH RULES & REGULATIONS.
OR 5.00'
-
0
NOTE:
V3.
WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC
CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN
ALL CONSTRUCTION SHALL CONFORM
TO ADA
ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK
ACCESSIBILIT'y GUIDELINES FOR BUILDINGS AND FACILITIES.
AREA PROTECTION MANUAL, FURTHERMORE, ALL TRAFFIC
PAINT: NON-REFLECTORIZED, ACRYLIC
LATEX TYPE 442XX
CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH
TRAFFIC MARKING PAINT BY DEVOE,
LOUISVILLE, KY OR EQUAL
VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD &
BRIDGE SPECIFICATIONS, SECTION 104.04-C. HANDICAP SIGN DETAIL
NOT TO SCALE
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO
REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE PARKING LOT STRIPING DETAIL
SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT NOT TO SCALE
V5 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE
RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE 6
PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY
2"R
V6 IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD 1"7
BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE
OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY
COMPANIES AND VIDOT PRIOR TO INITIATION OF WORK.
v7, CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 6
C
OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY
UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE CG-6R
48 HOURS NOTICE FOR ANY INSPECTION.
COMBINATION 6" CURB & GUTTER REVERSED
V8, THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING
NOT TO SCALE
ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT
PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF
A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE
VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3,02.
_/6
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
2-
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
�.D
VDOT SUBSEQUENT SPECIAL PROVISIONS
1, All patches ore to be replaced in accordance with the following regulations
2'- 0"
and as shown on Figure 1.
2. The permittee will be required to replace the surface and base of the roads
CG-6
included under this permit in accordance with the Roads and Bridge Specifications
and this Special Provision
COMBINATION
6's CURB & GU TTER
3. Backfill material shall include a minimum of four (4") inches bedding materials
NOT TO SCALE
(sand or #57 stone). The balance of the backfill shall be approved soil compacted
(SEE VDGT (CC-6) ROADS AND
BRIDGE STANDARDS FOR ADDITIONAL INFORMATION)
to the bottom of subbase layer (Type 1, Size 21A or 21B). The entire backflil shall
be free from wood, decaying material, asphalt, concrete, ice, frost, large clods,
stones and debris
4 Backfill material shall be compacted to a minimum of 95% of the theoretical
maximum density at optimum moisture content, as determined by VDOT testing
procedures, use mechanical tomping throughout the depth of the trench in six (6
EXP JT MAT'L
inch layers to insure that adequate support is provided for the subbase layer
(Type 1, Size 21A or 21B)
4'
(OR AS SHOWN ON PLANS�
5 It shall be the option of the Resident Engineer to request and review the
backfill compaction test results and/ot authorize an inspector to monitor the
compaction
EXISTING OR PROPOSED CURB(TYP)
WI-iERE SHOWN ON PLANS
6 Cuts in roads with Surface Course (SM) and As halt Concrete Base (BM)
4" CRUSHED STONE
"
COMPACTED BACK
18 "1 18 "1
erraTex SID OR EQUAL
ABRIC WRAP
40. 57 STONE
0 PERFORATED
ORRUGATED PLASTIC PIPE
40. 57 STONE
TYPICAL DRAINAGE TRENCH DETAIL
NOT TO SCALE
SEE PLANS FOR TRENCH LOCATION.
2" SM-2A
8" 21-A
COMPACTED SUBGRADE
ON SITE PAVEMENT DETAILS
NOT TO SCALE
4
(OR AS SHOWN ON PLANS)
,5hall be replaced with ten
compacted to 100
p
(10") inches of Type 1, Size 21A or 111B aggregate
the theoretical density
(3000 PSI) 4 CONC
6 X 6-21 9 WWF(l.5" MIN CLEAR)
4" CRUSHED STONE
(3000 PSI) 4" CONC
percent
of
maximum
at optimum
moisture content covering the
entire trench
width in addition to
bench of
6x6xW1 4xW1.4 WWF (1.5" Min.
CLEAR)
S;X (6"1 ino-es trom all sides, this layer shall serve as subbase
An Asphalt
TYPICAL SIDEWALK DETAIL
Concrete base course (BM)
of six (6") inch
minimum thickness
or match
TYPICAL
SIDEWALK DETAIL
the existing base thickness,
shall be placed
over the subbase.
A surface
NOT TCj SCALE
f
f
"
NOTTO SCALE
asp a concre e course o a m nimum o 1.5 (SM) shall be placed on top
of the base (BM) covering the trench width The asphalt concrete surface
course shall be slightly higher (1/8"-1/4") than the existing surface to
provide a smooth grode into the existing pavement surface.
7 Cuts in surface treated roads with aggregate base course shall be
replaced with the some layers as roads with asphalt base (BM) except
the subbase layer (Type 1, Size 21A) is reduced to six (C) inches and
the (BM) layer to four (4") inches but still keeping a six inch bench.
The surface course shall be a surface treatment matching the existing
surface.
STOP SIGN
8. The cut to be backfilled shall be made as dry as practicable at
the time of backfilling by pumping, boiling, draining, or other approved
clewatering methods
4 �Vs
9. All cuts sides shall be trimmed to neat straight lines and a tack
lapplied
34. 00'
coat shall be at a rate of 0.05 - 0.15 gallon per square yard of
RC-250 pr CAE-2 before placing the plant mix
10. Replacement of pavement shall be from edge of pavement to edge
of pavement except when individual cuts are made and not covering the
entire width of the pavement
MATCH EX. PVMT.
48'
PROPOSED ENTRANCE
11. Placement of all Asphalt Concrete and surface treated courses shall
TYP.
be rolled where possible with a unit having a manufacturer's rating of ten
BUFFLICK ROAD
(10) tons, and rolled until the aggregate is keyed into the bitumen. Where
rolling is not possible, a mechan I cal tamp will be used. In all cuts stone
is to be placed in the trench daily up to a maximum length of 500 feet,
at which time the pavement shall be covered with a temporary or permanent
asphalt patch. If conditions, the contractor shall provide and maintain a
base course that is acceptable to the VDOT until such time as the appropriate
pavement patch can be applied and completion of the installation of the gas, COMMERCIAL ENTRANCE PLAN
sewer, and water lines, contractor shall restore pavement in the manner NOT TO SCALE
prescribed on the VDOT permit within (10) days. * INSTALL CO-12 RAMP AT THE DISCRETION
12. Contractor will be responsible for any depression grater than 1/4" that OF THE VDOT INSPECTOR
occurs within three years of completion of patching. Correction shall consist
of milling and replacing 1.5" of surface course mix (SM)
PER PLANS
4" VDOT 21-A STONE
(3000 PSI) 6" CONC
6 X 6- 2.9 WWF(1.5" MIN CLEAR)
4'- 0
SIDEWALK
6" DIA. STEEL
I ILL W
CONC. (PNTD.)
4'- 0 " HT. WITH
18" 0 CONC.
FOOTING - 3'
DEEP W/ WELDED
HOOPS (3 TOTAL
PIPES-PNTD. TO
MATCH GATES.
6" CONC. SLAB
W/ 6"X6"X10/10
WELDED WIRE
MESH
6"0 STEEL
PIPE FILLED W/
CONC.(PNTD)
6'-0" HT. NTH
18" CONC FTC
CONC. APRON
2 STEEL CHANNEL
FRAME GATES -
PROVIDE CANE
BOLTS AND
CASTERS
BORE HOLES IN
CONCRETE TO
ACCEPT CANE
BOLTS FOR BOTH
OPEN AND CLOSED
POSITIONS
TYPICAL CONCRETE SLAB DETAIL
NOTTO SCALE
GATE HINGE DETAIL
NOT TO SCALE
GREASE FITTING
STEEL 'SLEEVE' WI TH
WELDED TOP CAP
(PAINTED)
6" 0 STEEL PIPE W/
CAP) FILLED WITH
CONCRETE
(PAINTED)
FEEL 'SLEEVE' SLIPPED
VER 6" 0 STEEL PIPE
LLED W/ CONCRETE
1AINTED)
FRAME
Z
Z
W
a_
0
V-10"
3'- 6
CONTROL JT.
DUMPSTERS BY
OTHERS
16'-0"
4'- 6
6" CONC
3'- 6
CONTROL JT:
DUMPSTER PAD & ENCLOSURE
NOT TO SCALE
BRICK
CAP -SLOPE
10 DRAIN
COLOR
PER
OWNER
SPEC.
CONC
BOND
BEAM
W/(]) #4
GROUT -FILL CELLS 0 RI
STEEL JOINT REINFORCIN
EVERY COURSE JOINT
OCK (4"X8"Xl
CONC BL
4" SPLIT FACE CMU-EA
PER OWNER SPEC.
6" 0 STEEL PIPE FILLED
CONCRETE (PAINTED)
#4 AT 32" O.C.
16-
18" 0 CONC. FOOTING A,
(3) #3 HOOPS
SECTION— DUMPSTER
NOT TO SCALE
?"X4" TREATED WOOD BLOCKING
�OLTED TO CHANNEL W1 3/8" o
CADMIUM PLATED BOLTS AT 1'-0" O.0
18 GA, STEEL DECK
0 `t
^r- _�o
L
CATE HINGE -
REFER TO CATE HINGE DETAIL
C3 X 4.1 GATE FRAME- PROVIDE
TRIANGLE OF 1/4"X8"X8" WELD
AT CORNERS
5/8" THREADED ROD- WELDED
TO STEEL GUSSET PLATES—]
TURNBUCKLES----i
^ It STANLE� #1010 STEEL 18"
-1 CANE BOLT -ONE PER GATE
0 CASTER -ONE PER GATE
ELEVATION —TRASH ENCLOSURE
NOT TO SCALE
IN
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HN C. LEWIS
No. 21621
R�
L 6
A
DATE
S LJ P vT
121JUNEOO
NA
S, ( A L E
P P A NN
SHOWN
P[I
C.1
JOB NO
NA
99o8ni
DWG.
SHELf
PEG3SHT6
6/7
PARKING PERIMETER � 934 LJNE�AR FT
INTERIOR LANDSCAPE AREA 6,624 SF
les/i/i Nov,
PARKING ARFA_ AND PERIMETER TABULATION
N. T. S.
PLANT LIST
SYM.
QUAN
BOTANICAL NAME
COMMON NAME
SIZE
2-2 1 /2" cal
3'- 4' B&B
REMARKS
4' cc
AS
18
Acer socchcrum 'Legacy'
Legacy Sugar Maple
IC
129
11ex crenatc
Japanese Holly
is
13
Junip rus scopulorum 'Welchii'
Welchii Rocky Mnt Juniper
4'- 5' B&B
4' cc
OP
16
Quercus polustris
Pin Oak
2-2 112" call
LANDSCAPE NOTES
1 Par -king Lot Landscaping
Per-imeter- Landscaping Requir-ed (I', shade tr-ee per- 40 of per-imeter-
parking perimeter- = 934'
shade tr-ees requir-ed 934/40 = 233') pr-ovicled 18 shade tr-ees
shade tr-ees existing 16
TotC,t Perimeter- shode trees = 34
shr-ulos r-equired = a 3' high evergr-eer-, hedge to pr-event headlight glor-e onto public POW
Interior- Landscaping Pequired �1) shade tree per- 10 po,r-long spoces
total parking spoces 222
shade tr-ees r-equir-ed 222110 = 222 shade tr-ees pir-ovided 16 shade tr-ees
shode tr-ees existing 11
Total Per -meter- shode trees = 27
r
5% 0� Interior to be lanoscoped
inter-ior- area = 67,54b sf
r equir-eri intpr-ior- ur-eo � -3 377 3 s�
ritet-ior- landscape orec, provided = 6,624 sF
Dumpster Screen Provided
2 Confirm the locations of any utilities above or below ground prior- to commencing wor-k.
Contact the Landscape Ar-chitect in the event that otilities or- any other- structure conflicts
with the layout shown or) the plan
7�. Ver-i�y the quantities shown on the plant list with totals indicated or-, the plor-, Contact
the Landscape Architect in the event that discr-epancies exist Supply unit pr-ices to the
Owner- at time of bidding.
4 Alt mater-iols or-e subject to approval by the Owner or Owner's r-epr-esentotive Pr-ovide
the Owner with a tog from each plant species and a list of the plant suppliers Where
any r-equirements or-e omitted fr-om the Plant List, use plants which meet the
nor'mot r-equirements f�'or the variety accor-ding to the Amer-icar) Association of Nurserymen
5 Plants sholl be sound, healthy, vigorous, well lor-anched, Free of disease, insect eggs and
torvae, and shalt have adequate r-oot systems
6 Sizes specified In the Plant List are minimum sizes against which the plants will be
,judged. Faiture to meet minimum size or) any plant wilt r-esutt in r-ejectior) of that plant
7 Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous
edges as shown on the plan All mulched beds shall be cur-vilineor in shape Following
the contour of the plant moss Apply a minimum of 4 inches of mutch unifor-mly over
beds Tr-ees located within Four, Feet of any shr-ub bed shot[ shore the same bed. Grade
finished planting beds so as not to impeole surface drainage
8 Locate trees a minimum of 3 feet Fr-om wolls or- watks, if possible
9� Stoke and guy all trees occor-ding with 5tanclard pr-octice and/or- the suppliers
r- ecomme ndo t ions. At a minimum, all deciduous trees shall be double -guyed with
72' hardwood stakes dr-iven fir-mty into the ground Secure tree to stakes with #9
galvanized wire guys with r-ubber hose connections Stokes shall be 2' x 2' x 72'
10 Use shredded hor-dwood bor-L, mulch in all ptanting beds
11 Pemove all togs twine ond contoiner-s. fr-om installed plonts Poll bock bur -lop one thir-cl on
all B&B plonts.
12� Plant subs t itk-4t ions or-e permitted with consent fr-om the Landscape Ar-chitect and the City,
13 Pr-epor-e the soil in all bedding areos by mixing into the top six inches oF soil one cubic yar-d
of monur-e, peot and 10-6-4 granular Fertilizer- per- 100 squor-e Feet of area Remove any
tl_Ar�, weeds or other vegetotion completely pr-ior- to installation.
14 Plont at[ materials in their, appropriate season. The Contr-octor shall guorantee all
plant materials and workmanship For, o period of one year from time of instatlotion,
NOTE: PLANT SPACING VARIES -(SEE PLANS) -
PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES
ALL SHRUB BEDS TO
EXCAVATED OF ALL E
TO REQUIRED DEPTH
W/ REQUIRED SOIL MI
MULCH TO BE 3" DEPI
COMPLETELY REMOVE )
STRINGS, RIBBONS, AN
TAGS FROM PLANT
REMOVE TOP 1/3 OF
BURLAP FABRIC AROU
ROOT BALL
CrAMCI D�ATC
BOUND PLANTS
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
SHRUB PLANTIN-G
SECTION
NOTE CONTRACTOR TO REGRADE, SOD OR
HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED AS A RESULT
OF THEIR WORK
(2) UPRIGHT STAKES TO BE USED ON
TREES UP TO 12' HGT LARGER TREES
TO BE GUYED
TREE WRAP MAIN TRUNK
RUBBER HOSE
2 x2" HARDWOOD GUY STAKE —
2 PER TREE
12 GAUGE GALVANIZED
WIRE -DOUBLE STRAND TWSTED----
DO NOT COVER ROOT CROWN
3" MULCH
3" SAUCER AROUND TREE
AI
EXISTING GRADE
BLACK CORRUGATED PLASTIC PIPE
Sail. MIX -
COMPACTED MOUND TO PREVENT
TREE FROM SETTLING - 6" MIN HGT
UPRIGHT STAKES EXTENDED TO —
FIRM BEARING
REMOVE TOP 1/3 OF ALL BURLAP &
ROPE FROM ROOT BALL MIN
1 81 1
TREE PLANTING
I
SECTION
Solt M4X
5 -7'
F-1
30, 01 30, 90,
SIALli 1' 31
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H C. LEWIS >
No 21621
L 6
DATE:
- JUNE�L
SCALE�
. � 3 G
C'L I'
NA
DWG
PEG3SHT7
SURVEf
DRAWN:
PL,,-.
JOB NO,
9908012
SHEET
-7/7
FREDERICK COUNTY, VIRGINIA
ABBREVIATIONS
ASSY.
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD.
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FFE
F NISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F. L. S.
FIRE LANE SIGN
Go.
GAUGE
GM
GAS METER
Gv
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6' HEADER CURB
HIP
HIGH POINT
HTR
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
L T,
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MP
METAL POST
MH
MANHOLE
NDC
NOSE DOWN CURB
N. P. S.
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PIP
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED.
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
STD.
STANDARD
T. B. D.
TO BE DEMOLISHED
T. B. R.
TO BE REMOVED
T. B. P.
TO BE PRESERVED
TB
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOIX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
wM
WATER METER
WPP
WOOD POWER POLE
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
X00.00
PROPOSED SPOT ELEVATION
'Y00 00
EXISTING SPOT ELEVATION
HATCHING INDICATES REVERSED PITCH
IN THE GUTTER PAN: PITCH TO BE
112' PER FOOT. TRANSITION THE GUTTER
OVER A 10' LENGTH 1(TYP),
ADAMSMNELSON & ASSOCIATES
PEGASUS BUSINESS CENTER
PHASE THREE
FREDERICK COUNTY, VIRGINIA
A/RPO
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BENCH[VI RK-BOLT ON TOP
C:) �L Z N 1-60
F L A N lf[E - E L E V. = 7 3 4, 3 0
/ Ah� I
THE PEOPLE TO - THE
PEOPLE HEALTH FOUNDATION
PIN #64-A-40C
ZONED: M-1
USE) DISTRIBUTION
AIRPORT-RDAD
ADAMS-NELSON
PIN #64-A-40H
__N E-R-A IND I S ZONED: B-2
PIN #64-A-4-0�6 USEj OFFICE
ZONED: B-2
--USE: OFFICE
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ROUTE
E:1 WINCHESTER REGIONAL AIRPORT
cl� PIN #64—A-40B
y ZONED� RAj M-1
USE� AIRPORTJ VACANT
AIRPORT BUSINESS PARC
BUILDING A, LLC
PIN #64-A-40
ZONED: M-1/FLEX-TECH AIRPORT BUSINESS PARC, LLC
USE RETAIL /WAREHOUSE PIN #64-A-40
ZONED: M-I/FLEX-TECH
USE: VACANT
100 0 100 300
Scale 1' 100 ft
FOR CONSTRUCTION
Y_ CARPERS VALLE
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76
4 WINCHESTER
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C3 MUNICIPAL
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SITE
ADMIRAL
BYRD
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71_7
VICINITY MAP 1 " = 2000'
LIST OF DRAWINGS:. .
SHT. 1 /7: COVER SHEET
SHT. 2/7: GENERALNOTES
CONSTRUCTION NOTES
EROSION & SEDIMENT C6NTROL DETAILS
SHT.
3/7:
LAYOUT PLAN
SHT.
4/7:
GRADING PLAN
EROSION & SEDIMENT CONTROL PLAN
SHT.
5/7:
UTILITY PROFILES AND DETAILS
SHT.
6/7:
CONSTRUCTION DETAILS
SHT.
7/7:
LANDSCAPE PLAN
UM SITE PLAN
, -'VELOPMENT
fW
sp_�_ 3L__C0
ZONING ADMINISTRATOR
APPROVED
FREDERICK COUNTY, VIRGINIA
SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
TH op
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0.021621
�01VAL
PAINTER=LEWIS, P.L.C.
302 South Braddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO.:9908012 SHEEI
04AUGOO 1 /7
GENERAL NOTES
1 . The property delineated on this plan is located at the intersection of Route 645, Airport
Rocd and Route 776, Bufflick Road in the Shawnee Magisterial District in the County of Frederick,
Virginia. The owner proposes to construct a 22,400 square foot, two story building for general business
space on Lot 40A.
2. Owner/Developer ' Contact� Mr. Kevin Adams
ADAMS-NELSON & ASSOCIATES
401 Pegasus Court
Winchester, Virginia 22602 Telephone: (540) 667- 2424
3. Engineer/Landscape Architect:
PAINTER-LEWIS, P.L.C. Contact: John Lewis
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
4. Parcel 40A contains 4.1801 acres. The parcel Property Identification Number is 64-A-40A.
The property is recorded among the land records of Frederick County in the name of C.
Douglas Adams and Kevin D. Adams.
5. Survey information shown on these plans is based on U. S. C. & G. Datum and was provided
by Marsh & Legge, Land Surveyors, P.L.C. A reference benchmark has been established at the
bolt on the top flange of an existing fire hydrant located near the west boundary of the property.
The elevation is 734.40.
6. Site Data - Parcel 40A Area: 4.1801 acres
Zoning: B-2, Business General District w/Airport District Flex -Tech Overlay
Use: OFFICE
Arterial Street Setback: Required - 50' Provided - 0'
Collector Street Setback: Required - 35' Provided 61 85'+
Rear Yard Setback: Required 0'
Side Yard Setback: Required 0'
Business Sign Setback: Required - 10' Provided 10'
Maximum Sign Height: Allowed - 35'
Maximum Building Height: Allowed - 35' Proposed 32'
Maximum FAR: Allowed - 1.0
Proposed Total Floor Area = 44,800 SF = 0.246
Minimum Landscape Area- Required - 15%
Proposed Building/Pavement Area = 123,500 +/- SF or 32.2% landscape area
7. Landscaping Requirements: See Landscape Notes.
8. Parking Space Requirements Lot 40A:
Property Line Setback: Required - 5' Provided - 5'+
Office - 44,800 SF Required - I per 250 square feet = 179.2 spaces
Existing Spaces 101 regular spoces Including 5 Accessible Spaces per ADA
Provided Spaces 121 regular spaces including 4 Accessible Spaces per ADA
Total Parking Provided = 222 regular spaces including 9 Accessible Spaces per ADA
9. Handicap Accessibility:
HC parking spaces shall hove a maximum slope of 1:50,
HC romps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29,
HC romps off site shall be constructed per VDOT standards.
10, Buffering Requirements.
The adjacent zoning which is B2 requires no buffer. The adjacent zoning which is M1
requires an A type buffer which is accommodated by the existing road ROW distances.
11. The proposed building lies within the Airport District which applies limits to the height
of structures. The parcel lies within the Transition Zone and the maximum height of
the building controlled by the Transition Zone. The criteria applicable to the building
height are as follows. -
The Transition zone begins at a point measured 500 feet along the horizontal plane from
the centerline of the runway as established by DELTA Airport Consultants, Inc. and at
an elevation of 720 feet MSL as stated in Section 165-98 of the Frederick County
Zoning Ordinance. From that point, the height limit increases one foot vertically for
every seven feet of horizontal distance. The corner of the proposed building nearest the
runway centerline Is 1000+/- feet measured perpendicularly to the centerline, The
Maximum height of the structure at that corner must be less than [(1000 - 500) / 7] + 720
or 791.00 feet MSL. The proposed building will have a maximum height of 32 feet
from finished floor elevation. Therefore the finished floor elevation must be at or below
759.00 assuming the horizontal distance to the centerline remains at 1000'.
See Study #00-AEA-0246-OE from the FAA
12. The site contains no significant environmental features. FIRM Community Panel No.
510063 12258 shows the site to be in Zone C, outside the limits of flood plain.
!'�. The site contains no outdoor storage areas other than a trash storage area, Trosh will
be contracted for removal by the individual tenants.
14. The site contains no outdoor, pole -mounted lighting. All building mounted lighting fixtures
will be designed to deflect glare away from adjoining properties and streets.
FREDERICK COUNTY SANITATION AUTHORITY NOTES
1. All sanitary sewer and water supply construction shall conform to the current standards of
the Virginia Department of Health and the Frederick County Sanitation Authority
(the "Authority").
2. Water service will be provided by an extension of the Frederick County Sanitation
Authority water main located adjacent to Bufflick Road. A flow test was conducted by
the Frederick County Sanitation Authority on January 3, 1996 on the fire hydrant located
on the northern boundary of the Adams parcel. The results were as follows:
stotic pressure: 7 0 p. s.i.
open flow: 1061 g.p.m.
residual pressure: 40 p.s.i.
3. The CONTRACTOR shall coordinate with, and arrange for inspection by, the Authority.
4. Exact locations of water and sewer services on new lines are to be coordinated with
the Authority's inspector.
5. The Sanitation Authority shall install all water and sewer services that connect to existing
lines. The location of the top and the termination point of the lateral cire to be coordinated
with the Authority's assistant engineer. An application for services must be made and fees paid.
6. The Authority shall top all existing water lines. They will furnish the materials for and make
the tap, The CONTRACTOR must make application for and pay the cost of this work.
7. The Sanitation Authority maintenance department is responsible for the installation of
water meters. Before a permanent meter Is set, they require: 1) the frame and cover to
be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to
the final grade of the lot-, 3) the distance between the top of the cover and the yoke bar
be between 18 and 21 inches� 4) all components of the meter box assembly to be 'in
proper working order. It is the developer's responsibility to have the meter box
assembly installed correctly.
8. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole.
9 A double check valve backflow prevention assembly is to be installed on any line (f ire
or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015
or 1013. If the assembly is mounted inside a building, a remote readout is required.
CONSTRUCTION NOTES
1. The existing utilities shown on these plans are based on available information.
The CONTRACTOR shall be responsible for determining the exact location of all
utilities before commencing work and for any damages which occur by the failure to locate
and preserve these utilities. If the CONTRACTOR should encounter utilities other than
those shown on these plans, the CONTRACTOR shall immediately notify the engineer
and take the necessary and proper steps to protect the facility and assure the continuance
of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start
of construction. At least one copy of approved plans and revisions shall be kept on -site at
all times.
3. Cut and fill slopes shall not exceed 2-horizontal to 1-verticol unless otherwise called for on
the plans.
4. Controlled Fills:
A. Controlled compaction shall occur In all fill sections for pavement, trenches for
utilities and in other areas as designated on the plans.
B. Controlled fills shall be compacted to 98% density as determined by methods
per standard proctor ASTM D 698. Density shall be verified by a qualified
soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the
specified density, beginning from the existing ground surface, unless otherwise
approved n writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill ore to be cleared,
grubbed, and stripped of topsoil. The area is then to be scarified and compacted
to a depth of 6 inches to the some density as the controlled fill to be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free
of roots, woody vegetation, oversized stones, rocks, sandy soil, or other
objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. Pavement and storm sewer materials called for on the plans refer to standard VDOT designations-
7. BENCHMARK- top bolt on fire hydrant - elevation = 731.91
8. All radii indicate edge of gl edge of pavement or face of curb as applicable.
9. Where plans call for matching existing pavement 'in the public right of way,
the CONTRACTOR shall provide cut joint or asphalt overlay as directed by VDOT.
10� All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor
at the CONTRACTOR's expense,
1 1. All construction and materials proposed for the public right of way shall conform to
VIDOT standards and specifications.
12. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal,
13. The CONTRACTOR shall obtain permission from adjoining property owners prior
to conducting any off site construction activities,
14. The CONTRACTOR shall coordinate the relocation of the existing utilities with
the appropriate utility company as necessary.
15. All site and building lighting shall be installed to avoid spill -over onto adjoining properties -
ORIGINAL GROUND ELEV
67 CU. YD. /1.5 ACRES
(100 CU. YD-)
DIRECTION OF FLOW
DIRECTION OF FLOW_
DIRECTION OF FLOW
i , � 2'
L . It
67 CU. YD. /1.5 ACRES '--ORIGINAL GROUNC
(100 CU. YD. EXCAVATED) Z-FILTER CLOTH ELEVATION
COARSE AGGREGATE" �CLASS I RIP -RAP
"COARSE AGGREGATE SHALL BE VDOT #3, #357, C
TEMPORARY SEDIMENT TRAP DETAIL
EROSION AND SILTATION CONTROL NARRATIVE
Project Description
The developer proposes to construct a 22,400 square foot office building and a 600 square foot storage building on two lots containing
approximately 4.6 acres. The total area of disturbance on the site is approximately 2.0 acres. Storm water runoff will be directed to an
existing storm water conveyance system. A detention facility is located off -site near Buffalo Lick Run,
Existing Site Conditions
The site is currently used commercial office space. Slopes range from 1.0 % to approximately 5.0%.
Adjacent Areas
The site is bordered on the east and north by the Bufflick Road right-of-way. The parcel
to the west is zoned B2 and is used for commercial purposes, The land to the south contains the Route 645 right-of-way.
Off -site Areas
No off site disturbance or construction activities ore anticipated.
Critical Areas
No critical areas have been identified on the site.
Erosion and Sediment Control Measures
3.02 A 12'w by 70'1 temporary stone construction entrance with wash rack will be constructed at the proposed access to the construction
oreo. 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 cleanout 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 in selected locations downstream from the construction areas as a first measure of construction. Silt
fence will be installed around the downstream side of the topsoil stockpile, Silt fences sholl be inspected after each rainfall and at least
doily during prolonged rainfall, Any required repairs sholl be mode 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.
3.09 Temporary diversion dikes will be installed along the southern limits of the proposed soil borrow area around the downstream
perimeter of the work area. The dikes will be constructed with the on -site materials and will be seeded with the temporary seeding mix
immediately after installation. The dikes shall be inspected after each rain storm and repairs mode to the dike, flow channel, or outlet as necessary.
3.13 One temporary sediment trap will be installed as the outlet control structure for the temporary diversion dikes. The trap will be constucted with
on site materials and will be seeded with the temporary seeding mix immediately after installation, The trap shall be inspected after each rain storm
and repairs as necessary.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and 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 July through December 1999,
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN. PUl MIN. GERM.(%)
Sept 1 - Feb 15:
Annual Ryegross 50 lb/ac 98 85
Winter Rye 50 lb/ac 98 85
May 1 - Aug 31:
German Millet 50 Ib/oc 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 75 lb/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer: 1000 lb/ac 10-10-10
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to
areas that ore 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 sholl establish vegetation on oil 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( I 40lb/1000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERMI.(%)
Tall fescue 60 lb.cic 97 85
Red clover 8 Ib/oc 95 65
Ladino clover 8 lb/ac 95 65
Nurse Gross-(seoson dependent)
Sept 1 - Feb 15:
Annual Ryegross 12 lb/oc 98 85
Winter Rye 12 lb/oc 98 85
May 1 - Aug 31:
German Millet 12 lb/ac 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 lb/ac 98 85
Mulch: 1.5 ton/ac small grain straw
Fertilizer� 1000 lb/ac 10-10-10
1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook.
2� All perimeter sediment control devices shoill be erected prior to any land disturbing activities and shall remain in place until the
site is fully stabilized.
3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water All off site grading
and construction is to be done with the property owner's consent.
4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans.
5. The limits of clearing and groding are limited to the property boundaries.
6. The Contractor sholl obtain a land Disturbance Permit from the Frederick County Public Works Department prior to
inititating any site work
LENGTH (IN FT.)=
11 A
OUTLET (PERSPECTIVE VIEW)
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
FLOV
FLOV
FLOV
10 FT MAY SPACING WITH
WIRE SUPPORT FENCE
6 FT MAX SPACING WITHOUT
WIRE SUPPORT FENCE
STEEL OR
WOPID POST
36 HIGH MAY-\
PONDING HT.
FILTER FABRIC
ATTACH SECURELY
0 UPSTREAM
SIDE OF POST.
PONDING HIT.
N
RUNOFF
RUNOFF
(RQ�WAXNDED)
STORAGE HT�
A
.;V -P... .
12" MIN.
12" MIN
4"x6" TRENCH
WrTH COMPACTED
GRAVEL
BACKFILL
STANDARD, DETAIL
TRENCH WITH NATIVE BACKFILL
NOTE:
1. INSPECT AND REPAJR FENCE AFTER EACH
STORM EVENT AND REMOVE SEDIMENT WHEN
NECESSARY.
2. REMOVED SEDIMENT SHIALL BE DEPOSITED
TO AN AREA THAT WILL NOT CONTRIBUTE
SEDIMENT OFF -SITE AND CAN BE PERMANENTLY
STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
ALTERNATE DETAIL
TRENCH WITH GRAVEL
SILT FENCE
DIVERSION RIDGE REOUIRED
WHERE GRADE EXCEEDS 2%
2
OR GRl
EXIS A
ROA Wy
FILTER FABRIC
SECTION A A
NOTE:
SPILLWAY USE '�/HNDBAGS. STRAW BALES
FIR
SEDIMENT BARRIER OR HER APPROVED METHODS
(STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF TO BASIN
AS EQUIRED.
SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
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PLAN
NOTES,
1. THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION THAT WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-
TEMPORARY
OF -WAY. THIS MAY REOUIRE TOP DRESSING,
REPAJR Al CLEANOUT OF ANY MEASURES
GRAVEL
USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY
CONSTRUCTION
3 WHEN WASHING IS REOUIRED. IT SHALL BE DONE
ON AN AREA STABILIZED WITH CRUSHED STONE
t
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
ENTRANCE/EXIT
OR SEDIMENT BASIN
4. INSTALL CATTLE GUARDS AS CALLED FOR ON THE PLANS.
00 COMPACTED SOIL FLOW
I la I I
4.5' MIN.
TEMPORARY DIVERSION DIKE
EROSION & SEDIMENT CONTROL KEY
3 02 TEMPORARY STONE
CONSTRUCTION CCE
ENTRANCE
3,05 SILT FENCE CSF
3.07 INLET PROTECTION
3.09 TEMPORARY DIVERSION
DIKE
3.13 TEMPORARY
SEDIMENT TRAP
3.18 OUTLET PROTECTION
3.31 TEMPORARY SEEDING
3 32 PERMANENT SEEDING
35 MULCHING
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BUFFLICK ROAD ROUTE 776 DISTANCE To ROUTE 645 = 220'+/
SIGHT DISTANCE 250'+/- SIGHT DISTANCE 250'+/-
SPEED LIMIT 25 MPH 50' ROW >-
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No. 21621
OA IONAL
DATE: SURVEY�
12JUNEOO M&L
SCALE: DRAWN�
20' PLC
C. L JOB NO.:
NA 9908012
DWG: SHEET:
PEG3SHT3 3/7
in"
-71,117 SVO 9 X-7
Afvs " 9 X7
20 0 60 BUFFLICK ROAD ROUTE 776
SPEED LIMIT 25 MPH 50' ROW
scale I' L2�, 0 t
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HN C. LEWIS
No. 21621
C-A
OA
ONAL
DATE: SURVEY:
12JUNEOO M&L
SCALE� DRAWN,
1 20' PLC
+
C I.: JOB NO.:
NA 9908012
DWG: SHEET:
PEG3SHT4
4/7
PROPOSED ROAD ENTRANCE CULVERT PROFILE
SCALES: (H)
1" =50.0'
(V)
1 5. 0'
735
735
730
730
725
725
PROFOSED
GRAEF
EXISTING
720
GRADE
720
\\8a,50'-15"0
RCP
36 50'- 15" 0
RCP
CL III
D 0.50%
CL 111 0 0 5
%
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ON -SITE CULVERT PROFILE
1 SCALES: (H) 1" =50.0'
(V)11" = 5.0'
735
735
730
730
...
PROPOS0
APPROX.
LCCATLM-01'
GRADE
.-EX. .-ELEC.-..l
:C!ND!J1.TS
725
725
720
PROP. 8" M
720
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MAIN PROFILE
SCALES: (H)
1" =50.0'
(V)
1 5, 0'
745
745
740
740
735
735
PRO.PQSED
GRADE
730
1730
EXISTING
GRADE
725
725
C,
PROP.
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ON OF
720
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PROPOSED FIRE HYDRANT PROFILE
SC ALES: ( 1 .. =50 0 ,
I 1 3 1 " = 5. 0' 1
735 735
OSEQ.GRADE -
730 -17,30
725 725
---APPfMX..-- o----3-6 MIN. OVER
-tQ,CATt0N------
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SDR 21 WATER MAIN
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14 6, �mae`"` Lelfteasom 12' C-C IQ be lio," W all meo, 000i "Rooma am. ftween,
-1.11 to IN."Al bill"Kme., ap. at GrX AN,.w
E- 2
80C. .1
6. A- IC-2
Fa, ditlee. F a
S, I::
be,, a
-T In. A TWA 0
T.4rsw ~-- 1 0 oil
A
*M= DrTM�S
0- I;W. I AAR-
C ;:5�
Cecil, C 2.0-
We' IRNigie L 1, AR,i . r- ',�,
61" P-AN
.00, -1, C -0 io, g."., T. - Ib- r
SECTION B-8
-W CARRIN a-,
-----------------
T
-a- t G
AT I., * lime A IN, C I concrete
...I -Cr,-3 6 CG-' Sft,d, Z' 3'
FROW, ELEVATION live E ae,. ~ " Rood 0. Ne. -1.
CO- 2 h - G - E S'AiRbeft 0 D
..-, k " "'"'
mr`, W,- 1. - 11411-
.1 12 .12
k� -7,Z% -, lie . b, I.- me..- 0 01 1. ", A Riesi,
:i'-K 0. -1" heribee-olt--d 1", SI, S7
F.- 0--. -0 sweettians W wive,, Wile. ze 2 INIII of '"iie",
Dl-SA -D -SB SECTION A -A
'77----77 7! ft-
I., WeRe.
�,Geee l,,0 MOSCOW M III,* DETAIL. WHEN VSEL
ADJACEIN' TO CURB
W" fill-li" Ii.l..., WITMOUT GUTTER
Th. Rely Sh"t I of 2
SPECIFICA7, ION
STANDARD CURB DROP INLET------ PECERENCE
12"-30" PIPE MAXIMUM DEPTH (H)=8'
VIRGINIA DEPARTMENT
-RANS14TA7101N
6-6-102 1 W2
,31hits" Mi. �*- wNte, 04'ar IV a oftee,
00 "KIN 14110410 Afte- I M woo.
to -------------
fs
7
c k- is CARIA.
"m
SECTION A -A
C4Xcr4ft 10 Do Class Q
It sletit 0-IrIg
90'
A
Direction of -
F low 1
1
1 Oil t
-T 1 4 4 A 'a
A
A
cor"No .0 to b.
N.Ir dDiNeft batinsibli tow Gas of
C - C ocaw J 311 lowts anumb am on 'he
ELEVATION off em of iloct,
ftcxi,� lont
NOTES
OW" (0) Well -60% 1 W) ft be th� " C"Gft
*no hbn WIS to be C." bie 4" dW." -fteRe to a wpm to or Vista. hw 4'
atel 0 a IMAIM 1. ar girtow, thim, Z'
Wm 1.10 -Rh "'. IV -~k old.- lot% ;'mw -4.
0.03 incn, Rieriber 4 m~ haird� -iaRI, twod fw" v me wiarn ot atbviq,
SO. YDS. PER LIN. FT OF PAVED CHANNEL
W
2' 3' J 4! 1 5' 1 6' 71 1 a, 9 10'
1:1 SIDE SLOPES
0.536 0.644 (0-739 0.67010.941
1.31 4 1,425
4
--
0951 0902 IvOTS I It 4os-t.si i
.1941 1.290 1 406
5,Wzi7�-46
-
I' , 6
36411.
4 7911, %240il 702 It Will 924-2038�21&9111
157 2,368
'642
2.016 :2.12712 234!2.34912 400
Z.5? 1 i2 642
2.10412.21 2.330 Z,'T4
2.#04 1 L 9 9 7
.311
9.422 2, 533 2 $44
L4,011it
W
2 625
2 Is
2.?3612 048 2459)3.07013,1611 -! 21121-A93
3 051 3 i_Gl 1, 3 13.3IIII44149513060ki3�?i ?
_iL
3.504 5
3.424J3.339
3.25
T 34T'53 411`46 3 50 715-69413
111-osi 3.9201. 032
74 14 2 5 -
r4. -3 4
I lit: I SIDE SLOPES
4
.5
0.734
?'1 1? 911-290 1.4 0
3
It I
I 244��i
1
-
46�si s7oll ago .go, it
1, N�33
4
1. !35
I'S"Ll-,75711
$4911
9401209OL2 103tl,31
1411
925ill
612047U.i5@1224
IJ2
340 2 4 9112
60 2 a 711 4
I
Ii2 2!
Mll
!Ili
2,4442
2 6402
2 64*2
35
95
95
2�67011
3 O?0IS
781 2 _ $92
-
Ill 3 Z93
3.001 3.1 1 4
3 40 3.31 5
6.
:2:- 11
�3O 2 1
�31 3 9
3 4i
1 36" &1
3.8063 its
3 316
3.*2 7,3.336
3 is 4
3 ?6
3.07
3.903,6 09
.2054 SIG
3 71 713-42813.939
4,3!314 49
4 606 4 TI 7
ICY
4.1 1 ?14221111i
A40
211 SIDE SLOPES
0.?1
0.630110 94 till
-- 1
4
�T. *Ttl
4
03 1
32 7 1 43841
54 1 660
f,77111,40311 996!2.105
a I 1 7 1 3
1111 1 fell
1 S?
2.2684 38OL2 491 2.6021
0 9 9J 2 2 10
2 3 2 112 4 3 2
it 54 2 65412.79312 a 7 $12 96SIS.0991
6.
---
5s, 2,7072
$18 2 929i3
04 3 5113 26a3173i3 4$3o $961
3 0 9 3 2 a 4
3 3 � 3 3 42
3 53 6'6�05 --
111 3 WFOJ3.90 04 003
-T
3 $4913 TO 1
-04
3 a 2 3 sir Si4
as 451425414 14714 47814 5811
7
0 614 1 97
4
4 3 4 42
4- 331 4 14 7 5 314 844 4 9 7' 'S
9
4 $6314 49
4
_t4
5 02 1 1 S.V25013 3411% *TzJ
L-
011015 1 1 1
V3 0 215 4 1 315
32915 as 741 41$of$ 96114 0801
SPECIFICATION
REFERENCE
STANDARD PAVED DITCHES
VIRGINIA DEPARTMENT
at
TRANSPORTATION
502
1 �Y2 --i
4m See St - d,SL-1 Ow Opplibablity of S&*I, 40b,
Me" The too of railsone, 4 t9 be Aft
WIF I iciently I" to DoetRit Wow dA -
sid'UH-IF0 a
ouror VA roree I 9r, by
leW "New W OrRi 6 directed
by the E.GeRe,
All :010. ti, be clae, A
7
Plot vab 100 as 0410'ed - s
BJ
1112 maybe wbilfitutied fa�
0
E
At
poroa by ti,
uw,,.d - D� me
A
iflate.0 i, -vro� -
A P%M:S-.
1
T
-:1
HALFSheet � of 5
PLAN VIEW
HALF SECTION A -A
IWITM WRAM AM COWP REMOVED)
BRICK CONCRETE
0 Quiew'... III— . 1, mene"
TABLE OF GUANTITIES Is Illti ON he --I I.MX~
ONCRETE
J Concrete
qpwm
of; T111oftiI
SECTION B-8
BRICK CONCRETE
OR
CONCRETE BLOCK
DEPTH
4
MANHOLE FOR 12n4T PI
VIRGINIA DEPARTMEN7,
MANHt� by olpog mtlot be 4~ted to *b
general backlill
1 24'csialully conipacled
a,
501WA bacm,till
Stolle auglegale
11TAMUARLI?
METER BOX and COVER
METER BOX (See Note) METER BOX COVER
18 in Did Non -Traffic M32C-PW
Traffic A32HH - T
24 in Old Non - Trof fic MC - 30 (Frame) WITH RML T (Top Lid)
Traffic MC-30 (Frame) WITH RML--!-�-T (TOP Led)
Note 1/2" thick Polyethelene plastic 30" deep
(vertical crush strength shall exceed 3000 pounds)
treated -,/"x 4' With
meter cover
-set 2" above
I- vOrte, as required
n gralle prior 18.
to sodding
I
A
Car'. .
3 top
stone bedding
mill F.0 S,A
surrounding box
-meter box
36'rnin. angle check valve
4.: 5 \'
8"min
with draw volve
type K copper
general backlill
tubing. continuous
tier without ioints from
water
main 0 meter---,
main
6"
O.U.
stone beading
METER SETTING PARTS
24* carefully conlipacled
e,
.010 mete, I, yoke angle check
" e yak e
if 'i ( li�
olve �Olve
-'ve
--transition to meter
setting as required
........
fffialeclbdL�Mlfl
- Y5 94- 2 W "C - )T'
1 5 8'. 3 4 y 5 0 2 BA94-223w HHCA94-323TI-0
4- (32 EIA 2 3 H A 4 32 0
wheel
-2
EC-23
curb & gutter
ree' 9u,,e
Street
fluklit"idle
11201)
3/4 l, 9
;/4 Y504 BA94 - 344W HHCA94-323TO -G
EC - 22
3,
Y5 4 " _ �"Tr,
W
Y. 04, BA94 - 444W HHCA94-444TD-(;J
C_
EC-4
V)
6.
INSTAI.LATION NOTES
I M
to k -,t
T L
WWWJ
conclifile
Exact location Of Meter box assembly
Sidewalk
CQHCHF. ff. CHAVLE
tG be QPPrOvea prior to nstollo(,On
littater service crossing Street
Shall be
"
J- type
enCoSed in dia. SC.H4r, PVC or
SDR' I
M
[to at I aLAHR
piping the piping $hafi run from
0
copper
one toot beyond sidewalk. across the copper fur
street to one foot beyond sidewalk.
single meter
(J. 8'
installation 1'x3/4* Wye
- 24' carefully corniltacted
Carefully
c.mPoclod
DUAL Iii INSTALLATION
.124-
saf�.f be'lidim tr
01)
5/8", 3/4" & METER INSTALLATION
Lai
-J
1/2 0 r).
A -
Figure
AMENDMENT NO 2 - APRIL 1997
0
6"
6.
AMENDMENT NO 3 - OCTOBER 1998
Slot 10 di)Ul 00ale
cimclelif
CL
VQI`1QflE1F ARCII
-J
RL
cast iron clearlout cap wdh brass plug
Ford FC HH 77 HC-156
WWWJ
-
having a Countersunk square head
2' custom setter
0
IINNR
Panelia Model PA4SV-CSK (4")
(meter by FCSA)
z
Panefia Model PA6SV-CSK (6)
cost in place access door.
standard
finished vrade
centered In top
f-ficit top for
(see note 1
4' diameter
varies 2' max. -
manhoie
L Square concrete skid P
at property line
(see note 2)
/--finishea
grace
sanitary --,
sewer main
larm boom
cleanoul pipe
Wye
- SDA 21
45' bend
6" stone bedding
20'x 20'x 12' deep
roadway box
L
EJ .,_-3' riser Section
aggregate base 2" type K copper
(depth 3* tuoing (no joints for 4' diameter
C14 manholle
from main to with cutouts
curb stop) LW-
NOTE Where length at service lateral to exceeds 75'
a cleanclut assembly shall be h,irnished at the
prwerly line
- or.
SEWER CLEANIOUT
Figure 17
-A� raviveArr, -
-z- meat" Urmw daut
0
be- , gaft Vniv. & 00i, QW
ple, yoIV. L
TYPICAL SECTION
TEE WYE 08 PLIJQ,
In low at WOW laerning the fidwitt rimly be 89poo NO 0-11" have] -11-
00 wo va corame PORING ID �PWIMY ourrouna '0. 12'awk la 10'WW Undo DID@
stiltirtioll undliftelied soll. The betwit; dineracim, -Cr. I r awt. to I Vlhiru 29'We
Bigelow undeafto so siss runsin as show ass ~ boxio lor A. S. S dimeriama
CONCRETE DOAENSIONS FOR HOREZONTAL THRUST BLOCKS
pipe I
Clia.
Plugs. Wyss &
To"
11 1/4* and 22 112*
I
46' WW
Bonds
a
C
A
C
I A '1 13
C
a-V
(Y-V
1'-w
I o,-v
0,-0*
o,-g,
1,-er '! or-igr-
Z-7
0'-g'
Z-3*
I'-(r
OAr
V-3'
1'-W t 0'-W
7-C
V-0'
Z-6`
V-7
1 tr
1,-6-
z-(r : i --ar
3--or
14*
7-0'
V-47
Y-Cr
V-31'
1
Z-r i V-T
4!-0*
is-
Fr
-FF
Fir
i -r
1 4
i ilf
z-v i 1,-cr
r-4r-
18'
7-r
V-3'
3*-W
I '-W
V-3'
1 2'-0"
T4r 1 V-11'
4'-V
2
4'.(r
I
I I the THRI 20* AFNIDR
go. n *as - "a "
eirrittAxided 0 ccrocjlMo Iftuill bloCka
lig-JIM LWKDMEW
2 31r
9 2 31111'
F rTTWG Il% UME OF
ST
%M jiFN
-%U 1. �.I - 104'
22- 1&
1.3
1.1
L3
THRUST BLOCKS FOR VERTICAL
t a
&7
UP BENDS SHALL W. THE &AME
ir
12
1A
L&
AS FOR HORIZONTAL BENDS
14* a.&
t.7
&S
7,41111
If" 0.9
L3
$.I
zz
7A
CONCRETE THRUST
BLOCKING
Figure 2
I I
LU
C�
01
z
Z 1
0�1
U)
zi
0
0
um:
X C.
min V) >
\Isocidle with W (/)
corporation V)
water stop - solid supporl blacks (ra,
main der custom setter LAN!
ball valve curb stop \\1-6' stone 'un 41d
edding Ibb-
with MP ends, with
2' gate -cive La = C)
operating nut V) 0
6' ca V)
NOTES. J
1 Access door shall be by Holliday Products V)
W.
or our approved equal:
a) in non -traffic area - model no. SIR3030 V)
b) in traffic area - model no HlR2424 -<
CD
Water service crossing street shcll be encased L&J
in 6" dio. SCH40 PVC or SOR21 piping. The cr_
piping shall run from one foot beyond sidewalk. 1-- LAM,
CUTOUT DETAIL .. CL M
typical across the street, to one foot beyond sidewalk. C)
1 1/2" and 2" METER INSTALLATION
Figure 6
AMENDMENT NO. 2 - APRIL 1997 d
AMENDMENT NO. 3 - OCTOBER 1998 0
.J C)
0
(0 0) M
V) N r-- r--
. N In Le)
N (N
Lo (ID
0
00
trench witilth
UJ
a as required Lo Lr)
0
6' dia, scheou W 40 r Q) Q)
-to A steei pipe tilled with C
0 E
�;oncxete and painted
yellow T M w -C
Liu QL W
u
C)
18" ota C: LL-
concrete 0
ancaseme
c; �ow=xcf r 811 a z
thrust block MISSION 0
31OLLARD DETAIL 4 1'r)
dilrec:ion of setting to be approved prior to installiditin
as f�p �uwed concrete paid V-6'sq. x 6,'Am
OHN C. LEWIS
Z' min 6' max
No� 21621
saw IONAL
loom 10beinnit. In valive ban
Of Ir above MIS of bettlat
iocIewir peg
DATE. SURVE)
12JUNE00 N/A
SCALE: DRAWN
AS SHOWN PLC
WAdumw pent
0*6 M .0 C I
N,/A
,108 NO SHFF I
MIRE HYDRANT ASSE&WILY 990801 1'2
Roun 2 5
VIRGINIA DEPARTMENT OF TRANSPORTATION
REV 7/95 STAUNTON DISTRICT
GENERAL NOTES FOR ENTRANCE PLANS
VDOT GENERAL NOTES:
vi� ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST
EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS,
THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS
AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS
APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF
THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST
STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S.
DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION AND VOSH RULES & REGULATIONS.
V3 WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC
CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK
AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC
CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH
VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD &
BRIDGE SPECIFICATIONS, SECTION 104.04-C.
V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO
REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE
SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT.
V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE
RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE
PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY.
V6, IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, .4
PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD
BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE
OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY
COMPANIES AND VDOT PRIOR TO INITIATION OF WORK,
V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY
OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY
UNDETERMINED LENGTH OF TIME. VIDOT WILL ALSO REQUIRE
48 HOURS NOTICE FOR ANY INSPECTION.
V8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT
PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF
A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE
VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02,
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION,
VDOT SUBSEQUENT SPECIAL PROVISIONS
x 18" STND.
V"
_STND U-CHANNEL POST
PROP. GROUND
VAN ACCESSIBLE SIGN--
---------
RESE�VED
RESEPVED
PARKING
PARKING
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ACCESSIBLE
SIGN
HANDICAP SIGN DETAIL
NOT TO SCALE
1, All patches are to be replaced in accordance with the following regulations
and as shown on Figure 1.
2. The permittee will be required to replace the surface and base of the roads
included under this permit in accordance with the Roads and Bridge Specifications
and this Special Provision.
3. Backfill material shall include a miinimum of four (4") inches bedding materials
(sand or #57 stone). The balance of the backfill shall be approved soil compacted
to the bottom of subbase layer (Type 1, Size 21A or 21B). The entire backfill shall
be free from wood, decaying material, asphalt, concrete, ice, frost, large clods,
stones and debris,
4. Backfill material shall be compacted to a minimum of 95% of the theoretical
maximum density at optimum moisture content, as determined by VDOT testing
procedures, use mechanical tamping throughout the depth of the trench in six (6
inch layers to insure that adequate support is provided for the subbase layer
(Type 1, Size 21A or 21B)L
5. It shall be the option of the Resident Engineer to request and review the
backfill compaction test results and/or authorize an inspector to monitor the
compactionL
6, Cuts in roads with Surface Course (SM) and Asphalt Concrete Base (BM)
shall be replaced with ten (10") inches of Type 1, Size 21A or 21B aggregate
compacted to 100 percent of the theoretical maximum density at optimum
moisture content covering the entire trench width in addition to bench of
Six (C) inches from all sides, this layer shall serve as subbase. An Asphalt
Concrete base course (BM) of six (6") inch minimum thickness or match
the existing base thickness, shall be placed over the subbase. A surface
asphalt concrete course of a minimum of 1.5" (SM) shall be placed on top
of the base (BM) covering the trench width. The asphalt concrete surface
course shall be slightly higher (1/8"-1/4") than the existing surface to
provide a smooth grade into the existing pavement surface.
7. Cuts in surface treated roads with aggregate base course shall be
replaced with the same layers as roads with asphalt base (BM) except
the subbase layer (Type 1, Size 21A) is reduced to six (6") inches and
the (BM) layer to four (4") inches but still keeping a six inch bench.
The surface course shall be a surface treatment matching the existing
surface.
8. The cut to be backfilled shall be made as dry as practicable at
the time of backfilling by pumping, boiling, draining, or other approved
clewatering methods.
9. All cuts sides shall be trimmed to neat straight lines and a tack
coat shall be applied at a rate of 0.05 - 0.15 gollon per square yard of
RC-250 pr CAE-2 before placing the plant mix.
10. Replacement of pavement shall be from edge of pavement to edge
of pavement except when individual cuts are made and not covering the
entire width of the pavement.
11. Placement of all Asphalt Concrete and surface treated courses shall
be rolled where possible with a unit having a manufacturer's rating of ten
(10) tons, and rolled until the aggregate is keyed into the bitumen. Where
rolling is not possible, a mechanical tamp will be used In all cuts stone
is to be placed in the trench daily up to a maximum length of 500 feet,
at which time the pavement shall be covered with a temporary or permanent
asphalt patch. If conditions, the contractor shall provide and maintain a
base course that is acceptable to the VDOT until such time as the appropriate
pavement patch can be applied and completion of the installation of the gas,
sewer, and water lines, contractor shall restore pavement in the manner
prescribed on the VDOT permit within (10) days.
12. Contractor will be responsible for any depression grater than 1/4" that
occurs within three years of completion of patching. Correction shall consist
of milling and replacing 1.5" of surface course mix (SM).
NOTE:
8. 00'4- 8. 00'4
OR 5.00'
END OF STALL -
STRIPE OR CURBING
4" STRIPES @ 45'
WHITE SYMBOL PER ADA
ON BLUE BACKGROUND
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS
SHOWN ON PLANS.
ALL CONSTRtUCTION SHALL CONFORM TO ADA
ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
PAINT: NON-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
PARKING LOT STRIPING DETAIL -
NOT TO SCALE
6
2"R
6
6" 2'- 0
CG-6R
COMBINATION 6 CURB GUTTER REVERSED
NOT TO SCALE
2"
6 2'- 0
CG-6
COMBINATION 6" CURB & GUTTER
NOT TO SCALE
(SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION)
EXP JT. Mt
EXISTING OR PROPOSED CURB(TYP)
WERE SHOWN ON PLANS
4" CRUSHED STONE
(3000 PSI) 4" CONC
6 X 6-2.9 WWF(1.5" MIN CLEAR)
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
MATCH EX. PVMT.
STOP SIGN
A 0'
'+0
TYP.
PROPO'.:;Fn C,RADF
COMPACTED BACI�
r
18 "1 18 "1
err
oTex SID OR EQUAL
ABRIC WRAP
qO. 57 STONE
0 PERFORATED
ORRUGATED PLASTIC PIPE
qO. 57 STONE
TYPICAL DRAINAGE TRENCH DETAIL
NOT TO SCALE
SEE PLANS FOR TRENCH LOCATION.
2" SM-2A
8" 21-A
COMPACTED SUBGRADE
ON SITE PAVEMENT DETAILS
NOT TO SCALE
4
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE
(3000 PSI) 4" CONC
__16x6xWl.4xWl.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK DETAIL
34. 00'
PROPOSED ENTRANCE
BUFFLICK ROAD
NOTTO SCALE
COMMERCIAL ENTRANCE PLAN
NOT TO SCALE
INSTALL CO-12 RAMP AT THE DISCRETION
OF THE VDOT INSPECTOR
4" VIDOT 21-A STONE
(3000 PSI) 6" CONC
6 X 6-2.9 WWF(l.5" MIN CLEAR)
6" DIA.
PIPE FU
CONC. (I
4'- 0 " H
181, 0 0
FOOTING
DEEP W�
HOOPS (
PIPES-P
MATCH
6" CON(
W/ 6"X(
WELDED
MESH
POSITIONS
TYPICAL CONCRETE SLAB DETAIL
NOTTO SCALE
GATE HINGE DETAIL
NOT TO SCALE
REASE FITTING
�TEEL 'SLEEVE' WI TH
/ELDED TOP CAP
)AINTED)
0 STEEL PIPE W/
AP) FILLED WITH
�ONCRETE
PAINTED)
_.EL 'SLEEVE' SLIPPED
__R 6" 0 STEEL PIPE
-ED W/ CONCRETE
kINTED)
RAME
DUMPSTER PAD & ENCLOSURE
NOT TO SCALE
BRICK CAP -SLOPE TO DRAIN
COLOR PER OWNER SPEC.
CONC. BOND BEAM W/('-'
GROUT -FILL CELLS (9 RI
STEEL JOINT REINFORCII�
EVERY COURSE JOINT
CONC. BLOCK (4"X8"Xl
4" SPLIT FACE CMU-EA
PER OWNER SPEC.
6" 0 STEEL PIPE FILLED
CONCRETE (PAINTED)
#4 AT 32" O.C,
18" 0 CONC. FOOTING A,
(3) #3 HOOPS
SECTION -DUMPSTER
NOT TO SCALE
2"X4" TREATED WOOD BLOCKING
BOLTED TO CHANNEL W1 3/8" 0
CADMIUM PLATED BOLTS AT 1'-0" O.C.
18 GA. STEEL DECK
0 It
0
0
GATE HINGE -
REFER TO GATE HINGE DETAIL-
C3 X 4.1 GATE FRAME- PROV'IDE
TRIANGLE OF 1/4"X8"X8" WELD
AT CORNERS
5/8" THREADED ROD- WELDED
TO STEEL GUSSET PLATES-]
TURNBUCKLES--7
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STANLEY #1010 STEEL 18"
CANE BOLT -ONE PER GATE
CASTER --ONE PER GATE
ELEVATION -TRASH ENCLOSURE.
NOT TO SCALE
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HN C. LEWIS
I_� U�W
No. 21621
L
lum-IONAL
DATE:
SURVEY:
12JUNEOO
NA
SCALE:
DRAWN�
SHOWN
PLC
C. I.:
JOB NO.
NA
9908012
DWG.
SHEET:
PEG3SHT6
6/7
PARIKIK PERIMETER = 934 LINEAR FT
INTERIOR LANDSCAPE AREA = b16,24 SF
LL7
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NOTE: PLANT SPACING VARIES -(SEE PLANS) -
PRUNE ALL BROKEN, DISEASED. AND WEAK BRANCHES
ALL SHRUB BEDS TO
EXCAVATED OF ALL E
TO REQUIRED DEPTH
W/ REQUIRED SOIL M1
MULCH TO BE 3" DEPI
COMPLETELY REMOVE )
STRINGS, RIBBONS, AN
TAGS FROM PLANT
REMOVE TOP 1/3 OF
BURLAP FABRIC AROU
ROOT BALL
SCARIFY ROOTS C
BOUND PLANTS
COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT --- /Z
SHRUB PLANTING -
'SECTION
NOTE CONTRACTOR TC) REGRADE. SOO OR
AJ?rA (�7 rAo� �r HYDROSEED AND STRAW MULCH ALL
AREAS DISTURBED AS A RESULT
OF THEIR WORK
(2) UPRIGHT STAKES TO BE USED ON
TREES UP TO 12' HGT LARGER TREES
To BE GUYED
TREE WRAP MAIN TRUNK
RUBBER HOSE
2`x2" HARDWOOD GUY STAKE
2 PER TREE
12 GAUGE GALVANIZED
WRE—DOU81LE STRAND TWISTED
DO NOT COVER ROOT CROWN
3' MULCH
3'* SAUCER AROUND TREE ----
51
EXISTING GRADE
BLACK CORRUGATED PLASTIC PIPE
SOIL MIX
COMPACTED MOUND TC) PREVENT
TREE FROM SETTLING — 6" MIN HrT
%"GHT STAKES ExTENDED TO —
PARKING AREA AND PERIMETER TABULATION FIRM BEAPING
", — '7� REMOVE TOP 1/3 OF ALL BURLAP &
RrPE FROM ROOT SALL MIN I
PEVAPK'�
TREE PLANTING
w'
S �i C- G �i
t -
s C, _-j e e e 5 e Q C --I -�Cl Cie -,Ode tree�_
_5 l' tr' ee S pr o ,irjed 11'_- S1,
s G. (Do e e e E E � _� I.,- ��
- neter SrC,�e t r- E, e S 271
0+01 Per ir
1��*/ c4 ,-)ter-,o-- to be �,�,!")dscapecl
riter-jor orel-. = 67,546 sf
"equil ed interior, Ckreo = -3 377.3 sf
interior !cndscope areci provided = 6.624 sf
Dimpster Screen Provided
SOfL MIX
2 Confirm the �ocations of any utilities above or betow ground prior to commencing work,.
C.--�rtoct the Landscape Architect in the event that utitities or any other structure conflicts
with the layout shown or) the pion
3 Verif�y the quontities shown on the plant list with totats indicated on the plan. Contact
the Londscope Architect in the event that discrepancies exist Supply unit prices to the
Owner- at time of bidding.
4 All, moteria(s are subject to approval by the Owner- or Owner's representative Provide
the Owner with a tog 4�rom each plant species orid a list OF the ptant suppliers Where
any requirements are omitted From the Plant List use plants which meet the
normal requirements for- the variety according to the Americor) Associotion of Nurserymen
5 Plorts shall be sound, healthy, vigorous wett broriched free of disease, insect eggs and
lar,oe, and shalt have Cidequate root systems
t-, Sizes speciFied in the Plant List are minimum sizes against which the plants will Ioe
judged Failure to meet minimum size or) any plant wilt resutt in rejection of that plant
7 Groups of shrubs shot[ be placed in a continuous mulched bed with smooth, continuous
edges as shown on the plan Ah mulched beds shalt be curvilinear- in shape following
the contour OF the plant mass Apply a minimum of 4 inches of mulch uniformly over
beds Trees loccted within four feet OF any shrub bed shalt shore the some bed. Grade
finished ptonting beds so as not to impede surface drainage
9 Locate trees a minimum of 3 f�eet From watts or walks, if possible
9 Stoke and guy GH trees according with standard practice and/or the suppliers
recommenclotions. At a minimum, all deciduous trees shalt be doubte-guyed with
72' hardwood stakes driven firinty into the ground. Secure tree to stakes with #9
golvonized wire guys with rubber hose connections. Stokes shot[ be 2' x 2' x 72'�
10 Use shredded hardwood bark mutch in at( planting beds,
11 Remove all togs , twine and containers from installed plants. Rolt back burlap one third on
all B&B plants
12. Plant substitutions are permitted with consent from the Landscape Architect and the City,
13. Prepare the soil in at( bedding areas by mixing into the top six inches of soit one cubic yard
of manure, peat and 10-6-4 granular fertilizer, per 100 square Feet of, oreo, Remove any
tur�, weeds or other vegetotion complete(y prior to installation
14, Plant atl moterials in their appropriate season. The Contractor shalt guorantee Ott
plant moteriols Grid workmanship �'or a period of' one year 4�rom time of' instaltotion,
5 7'
30, 01 301 90,
SCALE: V 30,
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H C. LEWIS >
No. 21621
0?1
IONAL
DATE: SURVEY
12 JUNEOO no
SCALE DRAWN
30' PLC
JOB NO
NA 9908012
D WC: SHEET
_._j_
PEG3SH T 7 7/7