HomeMy WebLinkAbout43-19 Site PlanGeneral Notes:
OWNER / DEVELOPER: ENGINEER /LANDSCAPE ARCHITECT:
Frederick County, Virginia
c/o Department of Parks and Rec
TM# 75B -A-1 Painter -Lewis, PLC
107 North Kent Street 817 Cedar Creek Grade, Suite 120
Winchester, VA 22601 Winchester, Virginia 22601
Contact: Mr. Jon Turkel Contact: John C. Lewis, P.E.,L.L.A.
Tel: 540-722-8300 Tel: 540-662-5792
PARCEL DATA (OVERALL):
Zoning: RP -Residential Performance District
Area: 24.57 acres total
Existing Use: Library
Proposed Use: Library
Lot and Buildina Data:
Maximum Building Height: 35'
Building Restriction Lines:
From Existing Public Road right of way: 35'
Side Yard Setback: 15'
Rear Yard Setback: 50'
Environmental Features:
Wetlands - No wetlands have been identified on the site.
Flood plains - None
Steep Slopes - None
Buffers and Screening: None
Open Space Required: 30% min.=7.37 acres
Open Space Provided: 22.59 acres
Previous Site Plan Numbers: #59-99, #06-07, #57-08.
No new signage, site lighting, or landscaping is proposed with the trail extension.
COUNTY LOCATION
LOCATION MAP:111
Construction Notes:
1. The project consists of the construction of approximately 2,180 linear feet of trail generally around the existing lake at EROSION AND SEDIMENT CONTROL NARRATIVE:
Project No: W19413
the Bowman Library.
Project Description
Lakeside Lake Wa[king Trail
Stephenson, Virginia
Page: 1 of 1
This project is located at the Bowman Library and consists of the linear construction of about 2,100 feet of paved
OVERHEAD TELEPHONE
2. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the
trail. The total disturbed area is 0.9 acres.
Americans with Disabilities Act, where applicable, and all applicable codes.
EROSION AND SEDIMENT CONTROL MEASURES
3. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for
3.02 A temporary stone construction entrance will be constructed and shall be maintained in a condition which will
any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities
prevent tracking or flow of mud onto the public rights-of-way. The stone entrance will be installed generally as
other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary andshown
on the plan. This may require periodic top dressing with additional stone or the washing and reworking of
proper steps to protect the facility and assure the continuance of service. Call "MISS UTILITY" ® 811 two days prior to
existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials
any excavation.
spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately.
PROP.
The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under
4. All existing utilities have been shown based upon the best available information. However, there may be existing
any circumstances.
utilities which are not shown and should be located. Therefore, it will be the responsibility of the Contractor to verify the
PAVEMENT
location of all existing utilities prior to construction. Any discrepancies between these plans and the actual field conditions
3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of
shall be reported immediately to the Engineer, the owner, and the appropriate utility company.
construction. Silt fence will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be
CG -6
inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made
5. It shall be the responsibility of the Contractor to obtain all permits necessary for construction prior to the
immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be
commencement of work. An approved set of construction documents shall be present on the site at all times.
removed after each storm event. The must be removed when deposits reach approximately one-half the height of
y p pp y l �
RED.
the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to
6. Topographic information was taken from available sources. The layout of the trail will generally provide for a maximum
conform with the existing grade and stabilized.
trail slope of less than 5%. Report any slopes encountered that exceed 5% to the owner and engineer prior to
ROCK OUTCROP
construction.
3.08 Stone outlet protection will be constructed at the outlet of the culverts immediately after installation. The stone
SAN
shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made
8. No soils report was prepared for this project.
immediately. Damaged or otherwise ineffective devices shall be replaced.
9. The Contractor shall coordinate the relocation of and the connection to the existing utilities with the appropriate utility
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and
company, where applicable.
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. All temporary seeding areas will be mulched
11. The CONTRACTOR is to furnish all materials, labor, and equipment to complete the work as shown and intended on
in accordance with the schedule included herein.
these plans.
STANDARD
CO
Temporary Seeding
12. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
approved plans and revisions shall be kept on-site at all times and available for inspections as needed.
Sept 1 - .Feb 15:
T.B.R.
Annual Ryegrass 50 Ib/ac 98 85
13. Blasting is not permitted without owner permission.
Winter Rye 50 Ib/ac 98 85
T.B.P.
May 1 - Aug 31:
14. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site construction
German Millet 50 Ib/ac 98 85
activities.
or
EOG
Feb 16 - Apr 30:
15. All property corner markers disturbed or otherwise obscured by construction are to be replaced and verified by a
Annual ryegrass 75 Ib/ac 98 85
certified land surveyor at the CONTRACTOR's expense.
Mulch: 1.5 ton/ac small grain straw
TEL.
Fertilizer: 1000 Ib/ac 10-10-10
Erosion and Sediment Control:
EXISTING
1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work shall be
3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished.
done in accordance with the current edition of the of Commonwealth of Virginia Erosion and Sediment Control Handbook.
Topsoil will be uniformly spread and rolled to a minimum depth of 4". Topsoil shall not be placed while in a frozen
2. All work shall be confined to the designated Limits of Disturbance and the property boundaries.
or wet condition.
3 Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The
stabilization, the temporary Erosion Control devices shall be removed, as approved by the Local Inspection Authority. All
anticipated time for construction is Spring 2020 through fall 2020.
vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched,
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
as needed.
UNDERGROUND ELECTRIC
4. in order to minimize land disturbance and prevent erosion, the trail shall be installed in accordance with the following
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization
standards in addition to other applicable criteria:
a. No more than 500 linear feet of trail may be without stone stabilization at one time.
shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil
b. Excavated material shall be placed on the uphill side of the trail.
stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the
C. Stabilization of graded area shall occur before constructing the next 500' section of trail by applying the
temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported
seeding and mulching specifications contained herein.
from the project site. No soil testing is required. The contractor shall establish vegetation on all areas not otherwise
UGT
stabilized according the following specification:
Excavation and Grading:
Seedbed Preparation:
1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist,
a. Scarify top 1" to 2" of soil after final grades have been achieved.
then the existing utilities shall be lowered or moved to promote the construction of the proposed development.
GAUGE
WL
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a
2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
of off-site.
Tall fescue 120 lb/ac; 97 85
GV
Red clover 8 lb/ac 95 65
3. All topsoil or vegetative cover shall be excavated to its full depth and stockpiled on-site, if applicable, in the areas as
Ladino clover 8 Ib/ac 95 65
directed by the Owner's representative for future finish grading.
HANDICAP RAMP
WTP
Nurse Grass -(season dependent)
4. All borrow fill material, if necessary, shall be obtained by the Contractor and approved by a Certified Geo -Technical
Sept 1 - Feb 15:
Engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 Maximum
Annual Ryegrass 12 Ib/ac 98 85
Dry Density, or as directed by the Geo -Technical Engineer.
Winter Rye 12 Ib/ac 98 85
25'R
May 1 - Aug 31:
5. All disturbed lawn areas shall be stabilized by the establishment of permanent turf grass installed in accordance with
German Millet 12 Ib/ac 98 85
generally accepted practices.
or
HEATER
Feb 16 - Apr 30:
6. The VESCP Authority must be notified one week prior to the preconstruction conference, one week prior to the
Annual ryegrass 12 Ib/ac 98 85
commencement of land disturbing activity, and one week prior to the final inspection.
Mulch: 1.5 ton/ac small grain straw
7. Work on the project (grading, excavation, construction) shall not commence until the appropriate erosion and sediment
Fertilizer: 1000 Ib/ac 10-10-10
controls are in place as specified on the plan and as approved by the VESCP Authority.
8. The approved site plan must be kept on the work site and shown on request.
IPF
9. Prior to commencing land disturbing activities in areas other than indicated on these plan (including, but not limited
to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion and sediment control plan to the
VESCP Authority for review and approval.
IRON PIPE SET
10. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion
1/2" PER FOOT. TRANSITION THE
and sedimentation as determined by the VESCP Authority.
LOW POINT
11. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities
GUTTER OVER A 10' LENGTH (TYP).
and during site development until final stabilization is achieved.
LIGHT
12. All vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion.
200 # Woven Geotextile
Compacted VDOT No. 21A
Stone Tread
6 -inch Deep GeoWeb with
VDOT No. 57 Stone Fill
Non-wovenFabric Filter
NOTES
1. No over -excavation of surface soils required at
existing subgrade
2. Remove and dispose of duff and top organic
layers of material (grass and woody/rooted
matter) at existing subgrade prior to placing
woven geotextile
3. Compact VDOT 21-A stone tread until no visual
displacement is observed
1' 0"
2' GRASS
1 SHOULDER(Typ.)
6' SURFACE �-+ 2'
j i 3
I Slope:!
Slope:
PENETRATION_ TREATMENT
SURFACE COURSE
6" (Min.) 21-B STONE -
BASE COURSE
GEOTEXTILE BARRIER. -
MIRAFI GEOTEX 200ST,
OR APPROVED EQUAL.
4"
N
VIOLA ENGINEERING, PC
Geotechnical Construction • Materials
P.O. Box 575 Broadway. Virginia 22815
(540)434-0400 faxg54oj434-0447
Aggregate Reinforced
Trail Section
Project No: W19413
Drawn By: Bruce Bowers
Date: 10/31/2019
Lakeside Lake Wa[king Trail
Stephenson, Virginia
Page: 1 of 1
Scale: 1:1
OVERHEAD TELEPHONE
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2 % OR GREATER
i-
OADWAY
III-
FlLTER FABRIC
SECTION A - A
NOTE:
s t s SPILLWAY USE DRAGS, STRAW BALES
' SEDIMENT BARRIEROR HER TO HANNEEROVED RUNOFFETO HODS
i�"kr i E (STRAW BALE TYPE SHOWN)
5i eT;Y AS EQUIRED.
�a r SUPPLY WATER TO WASH
WHEELS IF NECESSARY.
04 ..E
NOTES: TRAIL SECTION
*CUT SIDE SLOPES
- ALL CUT & FILL SLOPES SHALL BE 3:1 or FLATTER.
- 11 :1 SLOPE PERMITTED IN ROCK.
PAVEMENT SECTION:
- THE GEOTEXTILE SHALL BE INSTALLED AS SITE CONDITIONS
WARRANT.
SHOULDERS:
- AS AN ALTERNATE BID ITEM, THE SURFACE COURSE SHALL BE
PAVED WITH A MINIMUM OF 1.5" OF V.D.O.T. SM -9.5A ASPHALT.
PEDESTRIAN/FITNESS PAVED TRAIL
TYPICAL SECTION DETAIL
N.T.S.
MAXIMUM LONGITUDINAL
SLOPE OF TRAIL IS 1 OH:1 V
ALONG A MAXIMUM RUN
OF 30'(TYP)
^` APPROXIMATE
TRAIL EX. GRADE
PR. CULVERT
MIN. 6" SURROUND
VDOT #57 STONE
FILL AS REQUIRED
TYPICAL CULVERT INSTALLATION DETAIL
N.T.S.
La
OP
FLOW
SLOPE=0.00%
d
STONE
STRUCTURE ID I Q10 D I La W d d50
TRAIL CULVERT 8 1 12 10 12 12 0.5
FLOW FI DW
o'
W
d A A 2"-3" COURSE
AL AGGREGATE
MIN. 6" THICK
0
0_ I0
Z DIVERSION RIDGE
wVARIES --VARIES-----
__
NOTES: PLAN
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 TE1111PORARY
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE GRAVEL
ON AN AREA STABILIZED WITH CRUSHED STONE CONSTRUCTION
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP
OR SEDIMENT BASIN. ENTRANCE/EXIT
tyro• rrorunru n, rte r•mm�
If
TEEL OR WIRE & FILTER FABRIC
IQD POST / ATTACH SECURELY
�6QHIGH MAX TO UPSTREAM
SIDE OF POST.
RUNOFF g M RUNOFF
(RECOMMENDED)
STORAGE HT.
77-77,77
12' MIN - a ` 12" MIN'—
4"x6* TRENCH
WITH COMPACTED GRAVEL
BACKFILL
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
ABBREVIATIONS
ASSY.
ASSEMBLY
OHE
OVERHEAD ELECTRIC
B.F.
BASEMENT FLOOR
OHT
OVERHEAD TELEPHONE
BLK.
BLOCK
PIV
POST INDICATOR VALVE
BC
'BOTTOM OF CURB
PL
PROPERTY LINE
BML
BUILDING MOUNTED LIGHT
PP
POWER POLE
BP
BREAK POINT
PROP.
PROPOSED
BSBD.
BASEBOARD
PVMT
PAVEMENT
CG -2
VDOT CURB
RCP
REINFORCED CONCRETE PIPE
CG -6
VDOT CURB & GUTTER
R.D.
ROOF DRAIN
P
IN PLACE CONCRETE
RED.
REDUCER
CL
CAST
R.O.
ROCK OUTCROP
CMF
CONCRETE MONUMENT FOUND
SAN
SANITARY
CPP
CORRUGATED POLYETHYLENE PIPE
.
SEW.
SEWER
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
STD.
STANDARD
CO
CLEAN OUT
T.B.D.
TO BE DEMOLISHED
DIA.
DIAMETER
T.B.R.
TO BE REMOVED
DS
DOWNSPOUT
T.B.P.
TO BE PRESERVED or PROTECTED
EOP
EDGE OF PAVEMENT
TB or T.B.
THRUST BLOCK
EOG
EDGE OF GRAVEL
TC
TOP OF CURB
ESMT.
EASEMENT
TEL.
TELEPHONE
EX.
EXISTING
TRB
TELEPHONE RISER BOX
F.F.
FIRST FLOOR
TVRB
TELEVISION RISER BOX
F.F.E.
FINISHED FLOOR ELEVATION
TYP or TYP.
TYPICAL
FDC
FIRE DEPARTMENT CONNECTION
UGE
UNDERGROUND ELECTRIC
FG
FACE OF GUTTER
UGG
UNDERGROUND GAS
FH
FIRE HYDRANT
UG CAN
UNDERGROUND CABLE T.V.
F.L.S.
FIRE LANE SIGN
UGT
UNDERGROUND TELEPHONE
F.J.
FLOOD LIGHT
XFMR
ELECTRIC TRANSFORMER
Go.
GAUGE
WL
WATERLINE
GM
GAS METER
WM
WATER METER
GV
GAS VALVE or GATE VALVE
WPP
WOOD POWER POLE
HCR
HANDICAP RAMP
WTP
WOOD TELEPHONE POLE
HB
HOSE BIB
WV
WATER VALVE
HDR CURB
6" HEADER CURB
25'R
RADIUS IN FEET
HP
HIGH POINT
(ALL CURB RADII 5' UNLESS OTHERWISE NOTED)
HTR.
HEATER
*00.00
PROPOSED SPOT ELEVATION
INC
INCREASER
x(00.00)
EXISTING SPOT ELEVATION
INV
INVERT
HATCHING INDICATES REVERSED PITCH
IPF
IRON PIPE FOUND
IN THE GUTTER PAN: PITCH TO BE
IPS
IRON PIPE SET
1/2" PER FOOT. TRANSITION THE
LP
LOW POINT
GUTTER OVER A 10' LENGTH (TYP).
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
LIST OF DRAWINGS:
SHEET 1/2: COVER SHEET
GENERAL NOTES
CONSTRUCTION NOTES
TRAIL CONSTRUCTION DETAILS
SHEET 2/2: TRAIL LAYOUT PLAN
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.
4,47 T H Op
�-2,
U InWKI r` 1 1/F4 loi 9
WVY14-71V
I0
NAL _
UTILITY AND REGULATORY CONTACTS:
IES WATER AND SEWER SERVICE
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
Frederick Water
NATURAL GAS
315 Tasker Road
Washington Gas
Stephens City, VA 22655
350 Hillandale Lane
540-868-1061
Winchester, VA 22602
Facsimile (540) 662-5793
540-868-7923
BUILDING INSPECTIONS
Frederick County Inspections Department
ELECTRIC SERVICE
107 North Kent Street
Shenandoah Valley Electric
Winchester, VA 22601
Cooperative
540-665-5650
3463 Valley Pike
Winchester, VA 22602
EROSION AND SEDIMENT CONTROL
540-450-0111
Frederick County Department of Public Works
107 North Kent Street
TELEPHONE SERVICE
Winchester, VA 22601
Verizon
540-665-5643
404 Hillandale Lane
Winchester, VA 22602
PUBLIC ROAD IMPROVEMENTS
540-665-3156
Virginia Department of Transportation
2275 Northwestern Pike
Winchester, VA 22603
540-535-1818
JAMES L. BOWMAN PUBLIC LIBRARY
TRAIL EXTENSION MINOR SITE PLAN
SHAWNEE MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
TM # 75B -A-1
SITE PLAN #43-19
APPROVED BY THE SUBDIVISION ADMINISTRATOR
FREDERICK COUNTY, VIRGINIA
DATE
SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL
-PAI NTE R-LEWIS,
P.L.C.
817 Cedar Creek Grade, Suite 120
Winchester, Virginia 22601
- _ Telephone (540) 662-5792
Facsimile (540) 662-5793
Email: off ice@painterlewis.com
CONSULTING JOB NO.: 1910023
SHEET:
ENGINEERS December 19, 2019
1/2
EROSION & SEDIMENT CONTROL KEY
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3.02 TEMPORARY STONE
C•I•:
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CONSTRUCTION
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ENTRANCE
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SCALE:
3.05 SILT FENCE
$F
X x X
SHEET:
04
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3.18 OUTLET PROTECTION
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3.31 TEMPORARY SEEDING
TS
3.32 PERMANENT SEEDING
pg
3.35 MULCHING
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AGGREGATE REINFORCED
gam. �,• TRAIL SECTION TO BE ` 1
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