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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY
MAP
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EXISTING INTERMEDIATE CONTOUR - - e� - --
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1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR ""
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County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
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and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
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2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT ---------
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must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
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FAM Rt,,,
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
P Y P P
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EXISTING CURB AND GUTTER ---
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.
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(VDOT) Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
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V3.
When workingon VDOT ri ht-of-wa all traffic control, whether permanent or temporary,
right-of-way, PC,
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT's work area protection manual.
TRANSITION FROM CG-6 TO CG-6R
required under State law.
Furthermore, all traffic control floggers must be certified in accordance with VDOT s
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
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PROPOSED TELEPHONE LINE T
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be to deemed by VDOT.
EXISTING STORM SEWER =-
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responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
subject change as necessary
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
PROP_15" RCP
SCALE 1"-
2000'
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
representative of the developer must be available at all times.
land use permits for any work on VDOT right-of-way.
EXISTING SANITARY SEWER _
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SHEET
INDEX
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V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE------__� _____�_- ___r..__�_ ___
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contractor, various County agencies, utility companies and VDOT prior to initiation of work.
SHEET 1
COVER SHEET
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
SHEET 2
OVERALL PLAN
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
SHEET 3
SITE PLAN
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9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
an undetermined length of time. VDOT will also require 48 hours notice for an
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EXISTING GAS LINE __- _-�__-_c__-.�____-_��__
SHEET 4
E&S PLAN AND DETAILS
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than 6 will require revised pavement section prepared b Greenway Engineering and approved b the owner.
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inspection.
PROPOSED GAS LINE
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE
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on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
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PROJECT INFORMATION
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
FLOW LINE - --- ----------- ---- ----
FENCELINE --.-. -_ .__�_a� . � _.__.;�_..___
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through construction.
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12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
EXISTING POWER POLE
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PARCEL IDENTIFICATION N0.
STREET ADDRESS:
54 - ((A)) - 36 "0"
380 WEST BROOKE ROAD
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and at the end of construction.
EXISTING TELEPHONE POLE
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TOTAL AREA:
9.2467 ACRES
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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PROJECT AREA:
10,890 S.F.
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enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
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V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE - -�-p
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DISTURBED AREA:
10,890 S.F.
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE W
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CURRENT ZONING:
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at all times.
CURRENT USE:
MANUFACTURING
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
PROPOSED ZONING:
M-1
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED USE:
MANUFACTURING
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
ALLOWED HEIGHT:
60'
PROPOSED HEIGHT:
38
15.
All sanitarysewers and water mains and appurtenances shall be constructed in accordance with the current
pp
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
MINIMUM OPEN SPACE:
25%
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
PROPOSED OPEN SPACE:
45%
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER -
SIGN REQUIREMENTS
MINIMUM SETBACK FROM PROPERTY LINE=10'. SIGN
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
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MAY HAVE UP TO 100 sf OF AREA. MAX. ALLOWABLE
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
HEIGHT IS 60'.
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utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CG-12)
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
REQUIRED
PROVIDED
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 AN%0R JURISDICTIONAL
STANDARD MP CONSTRUCTION
BUILDING SETBACKS: FRONT: 75'
FRONT: 95'
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT
PARKING INDICATOR
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RIGHT SIDE: 25' RIGHT SIDE: 140.5'
LEFT SIDE: 25' LEFT SIDE: 116'
approval.
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
REAR: 25'
REAR: 278.3'
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING H/C
REQUIRED PROVIDED
PARKING SETBACKS: FRONT: 25' FRONT: 26'
shall meet VDOT minimum design standards and is the developers responsibility.
SIDE: 5
SIDE: 20
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20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
the discovered during the owner and
Residency invoices for
VEHICLES PER DAY COUNT
100
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REAR: 5'
REAR: 156.6'
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in accordance with state law. In event gravesites are construction,
V16.
If required by the local VDOT Office, copies of all materials .within
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
(PREVIOUS)
acceptance of work. Unit and total prices may be obscured.
F.A.R. CALCULATIONS
PARKING CALCULATIONS
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
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80,000 sf / 9.2467 acres = .199
Manufacturing Plant
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markings s must be installed b the developer or, at VDOT's discretion, b VDOT on an
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EXISTING STREET LIGHT
Parking Requirement is 3 per 4 employees
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
account receivable basis.
LANDSCAPE CALCS. PER THIS REVISION
69 manufacturing to P Y
9 employees
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED STREET NAME SIGN
REQUIRED: PERIMETER LANDSCAPING: 1 TREE FOR
yields 52 spaces required
professional engineer and results submitted to Frederick County prior to pavement construction. If a
PROPOSED SANITARY LATERAL CLEANOUT
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EVERY 2,000 S.F. OF IMPERVIOUS AREA
geotechnical report has ben prepared, it should supersede the requirements in this note.
12
INTERIOR LANDSCAPING: 1 TREE FOR
Office
Parking Requirement is 1 per 250 sf
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDENTIFIER
EACH 10 SPACES
900 sf / 250 sf = 4 spaces required
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
18
PROPOSED: IMPERVIOUS AREA: 10,690 S.F./2,000=
5.35 TREES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
INTERIOR: 35 SPACES 10 = 3.5 TREES
/
56 spaces required
67 spaces (EX.)
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provided
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Water/Sewer: Frederick County Sanitation Authority
EASEMENT LINE - --
- - - -_ _ _-. .___._ _____ _.__.
5.3 + 3.5 = 9 TREES REQUIRED
SPACES ADDED PER THIS REVISION=35
P.O. Box 1877
Winchester, VA. 22604
CENTERLINE
EXISTING SPOT ELEVATION
110
PROPOSED TREES = 9
TOTAL SPACES=102
HC PARKING
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(540) 868-1061
Phone: Bell
PROPOSED SPOT ELEVATION
12 5
ENVIRONMENTAL FEATURES
101-150 = 5 SPACES REQUIRED
PROPOSED: 2 SPACES
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-Atlantic
PERCENT
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P.O. Box 17398
EXISTING TREE DRIP LINE
FEATURE DISTURBED
3 EXISTING
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Baltimore, MD 21297
(301) 954-6282
EXISTING TREE F�
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FLOODPLAINS 0
TOTAL SPACES = 5
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FIRE MARSHALL'S NOTE
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15' OAK � 15,> �'ifdF
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LAKES & PONDS 0
W 0
Q 0
Power: Allegheny Power MISS UTILITY 1-800-257-7777
P.O. Box 1458
WETLANDS > 1 AC 0
SINKHOLES
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Hagerstown, MD 21741
Fire lane markings and signage:
PROPOSED TREE
0
NATURAL S.W. 0
PREVIOUS APPROVED PLAN
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1-800-654-3317
Any No Parking signs and yellow painted curb locations will be installed
DETENTION AREAS
#065-98
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Gas: Shenandoah Gas Co.
by field inspection at the direction of the Fire Marshall's Office.
STEEP SLOPES 0
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P.O. Box 2400
> 15%
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Winchester, VA 22604
(540) 869-1 1 1 1
WOODLANDS 0 * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
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MEET THE
REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
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FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
COVER SHEET
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1.
WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ITE TRIP GENERATION MANUAL - 6TH EDITION
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
(By Rates)
MARK D. SMITH
Project Name:
Project Number:
2.
3.
THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
AUTOMOBILE TRAFFIC
b No. 022837 �
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IINC.
2253
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4.
AUTHORITY'S INSPECTOR.
THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
CLASS 140 - MANUFACTURING 79,100 sf x 3.82/1000 = 303 VPD'S
S1110
Magisterial District:
Date of Plan: (Month, Day, Year)
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
CLASS 715 - SINGLE TENANT OFFICE 900 sf x 1 1.57/1000 = 11 VPD'S
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ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
Stonewall District
7/23/2003
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
TRUCK TRAFFIC
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
Owner:
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
( 10% RULE )
PROFESSIONAL SEAL & SIGNATURE
Address, Including Zip Code &Telephone No.
PO Box 388
DATE: 7/23/2003
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
(303 + 11) x 10% x 0.5 x 20 = 314 VPD'S
KINGSDOWN, INC. Mebane, NC 27302
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
6.
THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
Developer:
Address, Including Zip Code &Telephone No.
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
IN THESE PLANS SHALL BE APPROVED BY
Some as
above
DESIGNED BY:
AS
7.
THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
TOTAL TRIP GENERATION OF 628
THE ZONING ADMINISTRATOR PRIOR TO
8.
A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
CONSTRUCTION.
Engineer Certifying Plan:
Address, including Zip Code & Telephone No.
JOB NO. 2253
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.
Greenway
Engineering
151 Windy Hill Lane
Winchester, VA 22602
(540) 662-4185
SHEET 1
OF 4
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Kraft General Foods
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Zoned: M - I
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Rismawder of Parcel
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Zoned: M - I i P5 828, FG 1621
1.16s Indu6trial Zoned : M - I
DATE:
7/23/2003
We - Indubtrial
SCALE:
1
40'
DESIGNED
BY:
AS
JOB
NO. 2253
SHEET 2
OF 4
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
1/4" 1' -
d .4
-III-III-III I -III -III -I f I -I
COMPACTED SUSCsRADE
(90% DENSITY)
C,0N ;RETE 51DEWALK DETAIL
(NOT TO SCALE)
2" SM-2A
qM 6" 215 BASE STONE
TYPICAL PAVEMENT SECTION
This area may be concrete
West 5rooke Road Po� 4.:.F
--- -_-
Route 1320 (6 0' R/UJ) --�___ ___._ _
-
25 mph
t i n
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I X. E D ; { � z3 NOTE: CONTRACTOR
� �. REPLACE CURB S4 - 85
EX, 20` WiL ESMT. i EX i T OF-& INLET W/ DI-1 TO VERIFY TOP OF
Al,j'' �' PE -ELE_V. PRIOR -- --
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NOTES:
1. THIS TTEM NAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER.
4. FOR USE WITH STABILIZED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE CURB
AND GUTTER SHAH BE CONSTRUCTED PARELLEL
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT.
-4' 2"R 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND
45 MPH OR LESS IN DEVELOPED URBAN AND
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
D EXCEEDED STANDARD CG-7 IS REQUIRED.
D . 10
,
°
6" I 2'-0"
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
SPECIFICATION COMBINATION 6" CURB & GUTTER
REFERENCE
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201-03
4A
n
CROSSWALK
® 7" WHERE STD. CG-3 OR
CG-7 IS USED
\y
8'-0" 4'-0"
\g
STD. CG-2 ® 6"
12.1 % MAX.
j- 48:1 MAX.
��
OR CG-6
b
20:1
3
5' MIN 10:1
10:1
SECTION A -A
# 5 DOWELS, 5" LONG
3 -0" 5'-0" IN
® 12' C-C PERMISSIBLE
SMAXIMUM 10:1
PERMISSIBLE
CONSTRUCTION JOINT
I
CONSTRUCTION JOINT
B
SECTION B-B
Sro'4b LIMITS OF EXPOSED AGGREGATE SIDEWALK
I
0
® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT
TANGENT PLAN
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
FACILITY THAT CAN BE APPROACHED, ENTERED AND
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
NOTES:
THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR
NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS.
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP
RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE
CROSSWALK
a
RAMP FLOOR ( RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE
WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED
A MAXIMUM SLOPE OF 12:1,
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY
USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT
In1 (j13 I�13 f�13 ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
IICROSSWAq IICROSSWALKII FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES
TYPICAL PLACEMENT TYPICAL PLACEMENT OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2".
AT INTERSECTION AT INTERSECTION CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR
WITHIN CROSSWALK HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK,
WITHIN CROSSWALK (y/ITH BUFFER STRIP) COMPLETE -IN -PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED
IN PAYMENT FOR CURB/CURB AND GUTTER.
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER.
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN
THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER
t! SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN
PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BE THE ENGINEER, AND
SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
PERPENDICULAR CURB RAMP SPECIFICATION
REFERENCE
(ACCESS FOR MOBILITY IMPAIRMENTS) 02
203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION
M SECTON STEEL SECTIOt CAST IRON
L2%"x2%"x%" 1`-3 2j� Lugs to be
10'-4" long cast with collar
One welded B NOTES
joint B L 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
FOR DEPTH GREATER THAN 10' USE STANDARD
A A DI -la
I
e L J Optional
Weld r I Brace Ribs 2. THE "H" DIMENSION SHOWN ON THE STANDARDS
N all connectors 43.61bs. 66t3 lbs. AND SPECIFIED ON THE PLANS WILL BE
to collar including including N MEASURED FROM THE INVERT OF THE OUTFALL
connectors lugs PIPE TO THE TOP OF THE STRUCTURE.
CALV STEEL or C PLAN H" DIMENSIONS ARE APPROXIMATE ONLY
IRON I }�"xl }!2"x4" lu s FOR ESTIMATING PURPOSES AND THE ACTUAL
9 DIMENSIONS SHALL BE DETERMINED BY THE
d' 35"x4" Stud Shear CONTRACTOR FROM FIELD CONDITIONS.
9Yt"
_ 2'- 7 n g)4' connectors 41 I 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
� 1 4' - 2" TO BE SHAPED IN ACCORDANCE WITH STANDARD
II IS-i. THE COST OF FURNISHING AND PLACING ALL
PLAN SECTION B-B MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
(Grate Removed) I 3. ,
---1 -�I 8 l 4. IN THE EVENT THE INVERT OF THE OI
PIPE IS HIGHER THAN THE BOTTOM OFF THE THE
STRUCTURE, THE INVERT OF THE STRUCTURE
ra SHALL BE SHAPED WITH CEMENT MORTAR TO
PREVENT STANDING OR PONDING OF WATER
2J¢" IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS INCIDENTAL TO
DIMENSIONS FOR THE SHAPING IS TO BE INCLUDED IN THE BID
CAST IRON ONLY PRICE FOR THE STRUCTURE.
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0"
' - 2' OR GREATER. FOR DETAILS SEE STANDARD ST-1.
4:- 6. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
*/3' Dig. weep tole ' L 6 �' 7. / 4X8" SMOOTH DOWELS AT APPROXIMATELY
12" C-C TO BE PLACED IN ALL AREAS ADJACENT
2" min. I TO ABUTTING CONCRETE TO PREVENT
ADJACENT TO ABUTTING CONCRETE TO PREVENT
4" depth Aggr. 1) SETTLEMENT. IN UEUPRO OF DOWELS A 2" X 4"
H #68, #78, I(JI FORCALT MAY DESIGNED. SEE SI'D T-01-3.4
1Z" 12'-15-18'or 24' x 8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO
ry O I DRAIN SUBBASE MATERIAL WEEP HOLE WITH
J 12'X12" PLASTIC HARDWARE CLOTH 1/4" MESH
N OR GALVANIZED SLUM WIRE, MINIMUM WIRE
- •. DIAMETER 0.03', NUMBER 4 MESH HARDWARE
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF THE STRUCTURE.
SECTION A -A 9. CAST IN PLACE CONCRETE IS T8E CLASS A3
(00 PSI). PRECAST CONCRETE IS TO BE
2'-
CONCRETE QUANTITIES FOR MIN. DEPTH 1" 10. ANY ALTERNATE METHODS OF ANCHORAGE
MEETING THE APPROVAL OF THE ENGINEER
12' conc. pipe-1.440 Cu. Yds. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON
15' conc. pipe-1.528 Cu. ncYds. concrete s• LUGS AS SHOWN HEREON.
IS' conc. pipe-1.620 Cu. Yds. Comets
24' co. pipe-1.817 Cu. Yds. Concrete
Add 0.469 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D
GRATE DETAIL
APPROXIMATE WEIGHT
Cast Iron
Grate 363 t 18 lbs.
STANDARD DROP INLET SPECIFICATION
12"-24" PIPE MAXIMUM DEPTH (H)=10' REFERENCE
VIRGINIA DEPARTMENT 233
104.01 of 302
TRANSPORTATION
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DATE: 7/23/2003 1
SCALE: 1 " = 20'
DESIGNED BY: AS
JOB NO. 2253
SHEET 3 OF 4
STONE CONSTRUCTION ENTRANCE
70' MJN.
A
RL.M? CL01H— 6, M'N. I A I
EXl5nNG GROUND SIDE ELEVATION
70' MIN.
B r WASHRACK
12' MIN.
L-wor /1
I I - POSnNE DRVNAC£
COURSE ACGREG4TE
TO SEDIMENT
8 I TRAPPING OEVK'E
• MUST IX1END fULL WIDTH
OF INGRESS AND EGRESS
PLAN VIEW
OPER4WN
51LU I IUN A —A
1.-,9
SECTION B—B
SOURCE • ADAPTED from 198J Aloryland Standards for Soil erosion and Sediment Control, and 1/a. OSWC Plate J02-1
SIL T FENCE DR OP INLE T
PROTECTION
2 X 4" WOOD FRAME
DROP INLET
tME
GATHER
-�� EXCESS
AT CORNERS
PERSPECTIVE VIEWS
II
I
1' MIN,
I111)
ELEVATION OF STAKE AND
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 PLATE 3.07-1
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (Ibs./acre)
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - Aug. 31
50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Secal cereale)
Anual Ryegrass 60 - 100
(Loliium multi-florum)
German Millet
(Setaria italica)
50
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
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SEDER INCH NOTE5:
I. TOPSOIL SHALL BE SPREAD AT A DEPTH OF 4,
2. PULVERIZED AGcRICULTRUAL LIMESTONE SHALL BE INCORPORATED INTO SOIL AT A RATE
OF'B2 L136. PER 1000 S.F. (2 TONS PER ACRE).
3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE).
4. SEED MIX SHALL CONSIST OF 61% KENTUCKY 31 TALL FESUE AND 33% SERICEA LESPEDEZA
APPLIED AT THE RATE OF 120 LBS. PER ACRE.
5. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
901-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
1.50 lbs
Low -Maintenance Slope (Steeper than 3: 1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
1:50 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
included in any slope or low-maintance mixtures during
warmer
seeding periods; add 10-20 lbs/acre in mixes,
1;
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1•jY� 4�i
EXIBi ING E--UILIDING I r C# IryFF I
%r,.44 I , -tip I ,.. ! •f . I
! I +1
TREE LEGENE)
SYMBOL
QUANTITY
NAME
F•IEICsF;T AT TIME
OF PLANTING
REMARKS
9
RED MAPLE
2" CAL
545
Prune codominant leaders DO NOT prune ternimal
leader or branch t1p5
Prune rubbing or
cross branches
Prune narrow crotch ongGe5
and water 5pout5
Prune broken 'branches
Prune suckers
mulch kept araay from trunk
Boil well to
contain water
Gut away all balling ropes and
Remove top of wire basket ----��
Widen and score hole wall UNAMENDED backfill soil
Partially backfill, water to
Remove container and cut circling —I — settle Soil, finish backfilling
roots If container -grown, or a5 much
burlap a5 possible if field grown Leave solid soil pedestal- do Area for water drainage
not dig deeper than ball depth
Dig hole 2-3 times root ball w(dth
TREE PLANTI NCB DETAIL
NO 5GALE
DO NOT STAKE OR WRAP
TRUNK UNLE55 NEGE55ARY.
REMOVE ALL TA65 AND LABEL5.
NO LE55 THAN 2" GALIPER
AT 6" ABOVE GRADE.
RE5PON5I6LF LAND DI5fiURBER
NAME:
CERTIFICATION #:
DATE:
THE RE5PON5115LE LAND DISTURBER
IS THE PARTY 1RE5P0N51BLE FOR
CARRYING OUT THE LAND D15TURBING
ACTIVITY A5 5ET FORTH IN THE PLANS.
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DATE: 7/23/2003
SCALE: 1 " = 20'
DESIGNED BY: AS
JOB NO. 2253
SHEET 4 OF 4
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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
�BM70 ��
N
�
EXISTING INTERMEDIATE CONTOUR
O
Co
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
V1.
All work on this project shall conform to the latest editions of the Virginia Department of
EXISTING INDEX CONTOUR
- �--- - �-- �---- 330
N
County construction standards and specifications and/or current VDOT standards and specifications.
Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion
,•
`" O
F3
a)
00
and Sediment Control Regulations and any other state, federal, or local regulations
PROPOSED CONTOUR
40
T UN
C
�
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT --------
- "X `fir -- --
STONEWALL o' CT UNE
J �'
01
o I
must be provided prior to issuance of the site development permit. The approval of these plans in no way
plans, the most stringent shall govern.
PROP E/P
•
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relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
1R0AD �
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
P Y P P
-- --
EXISTING CURB AND GUTTER -�-
�� '� L' -
-= -�-= --�--. ---�-
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3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Safety & Health Administration and VOSH Rules & Regulations.ID
PROP C&G
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(VDOT) Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
�P
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CIG-6
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
shall be in accordance with the current edition of VDOT s work area protection manual.
TRANSITION FROM CG-6 TO CG-6R ---- -==='-
-== ===== =
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-
required under State law.
Furthermore, all traffic control flaggers must be certified in accordance with VDOT s
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5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE _ __
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with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
V4.
Design features relating to construction or to regulation, control and safety of traffic may
Y
PROPOSED TELEPHONE LINE T
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
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responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
be subject to change as deemed necessary by VDOT.
_
EXISTING STORM SEWER __-.-w�__---- -
+• M1
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
PROP_15" RCP
SCALE 1
"= 2000'
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
land use permits for any work on VDOT right-of-way.
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
-5
SHEET
INDEX
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7.
Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
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V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER
5 5
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Control Devices (MUTCD).
arranged and held by the engineer and/or developer with the attendance of the
contractor, various County agencies, utility companies and VDOT to initiation of work.
EXISTING ELECTRIC SERVICE --- -
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prior
SHEET 1
COVER SHEET
,� o o a_
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
SHEET 2
OVERALL PLAN
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
SHEET 3
SITE PLAN
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o
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE -- ----
- c -- ---- - -
SHEET 4
E&S PLAN AND DETAILS
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than 6 will require revised pavement section prepared b Greenway Engineering and approved b the owner.
q P P P Y Y 9 9 PP Y
inspection.
PROPOSED GAS LINE
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10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
V8.
The Contractor will be responsible for maintaining adequate access to the project from the
PROPERTY LINE
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on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
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PROJECT INFORMATION
1 1. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
Furthermore, access to other properties affected by this project shall be maintained
�. _
FLOW LINE - -
FENCELINE --=- --------- -r -
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
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PARCEL IDENTIFICATION NO.
54 - ((A)) - 36 "0"
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
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one litter receptacle shall be provided at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
,
STREET ADDRESS:
380 WEST BROOKE ROAD
of
and at the end of construction.
EXISTING TELEPHONE POLE
C)
TOTAL AREA:
9.2467 ACRES
oN
L LL 0
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
EXISTING WATERLINE W/ TEE -- -�--
PROJECT AREA:
10,890 S.F.
IL
�-
enteringpublic streets, and it is the contractors responsibility to clean streets, allay dust, and to take
P P Y Y
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
DISTURBED AREA:
10,890 S.F.
Q
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
PROPOSED WATERLINE W/ TEE -W
W!To
CURRENT ZONING:
M-1
condition at all times.
CURRENT USE:
MANUFACTURING
14.
* Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FIRE HYDRANT
PROPOSED ZONING:
M-1
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
PROPOSED USE:
MANUFACTURING
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE--_
ALLOWED HEIGHT:
60'
PROPOSED HEIGHT:
38'
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
V12.
All undercut areas and borrow material shall be inspected and approved by VDOT Inspector
PROPOSED WATER METER
MINIMUM OPEN SPACE:
25%
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER
PROPOSED OPEN SPACE:
45%
Z
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
SIGN REQUIREMENTS
MINIMUM SETBACK FROM PROPERTY LINE=10'. SIGN
0
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V13.
All roadway fill base, subsurface material and backfill of utility/storm sewer trenches shall
�
MAY HAVE UP TO 100 sf OF AREA. MAX. ALLOWABLE
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
be compacted in 6" lifts to 95% of theoretical maximum density as determined by
STOP SIGN
HEIGHT IS 60'.
_W
>
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
HANDICAP RAMP (CC-12)
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
DENOTES LOCATION OF STD VDOT
REQUIRED
PROVIDED
[Y
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
performed by a qualified independent agency shall be conducted as required in the VDOT
CG-12 ANDf0R JURISDICTIONAL
BUILDING SETBAFRONT: 75'
FRONT: 95'
result of his construction project within or contiguous to the existing right-of-way.
Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to
final VDOT
STANDARD �RAAMP CONSTRUCTION
PARKING INDICATOR
t2
RIGHT SIDE: 25' RIGHT SIDE: 140.5'
RIGHT
LEFT SIDE: 25' LEFT SIDE: 116'
approval.
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
REAR: 25'
REAR: 278.3'
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION
W
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
The relocation should be done prior to construction.
project. P
V15. The installation of any entrances and mailboxes within any dedicated street right-of-way
HANDICAP PARKING H/C
REQUIRED PROVIDED
,
PARKING SETBACKS: FRONT: FRONT:
shall meet VDOT minimum design standards and is the developer's responsibility.
25
SIDE: 5'
26
SIDE: 20'
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
QQ
in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
REAR: 5'
REAR: 156.6'
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
(PREVIOUS)
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
acceptance of work. Unit and total prices may be obscured.
F.A.R. CALCULATIONS
PARKING CALCULATIONS
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
V17.
Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
J,
�-{'f--
80,000 sf / 9.2467 acres = .199
Manufacturing Plant
"A"
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
EXISTING STREET LIGHT
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Parking Requirement is 3 per 4 employees
22.
Controlled fills shall be compacted to 95% of maximum density as determined b method per standard
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account receivable basis.
LANDSCAPE CALCS. PER THIS REVISION
69 manufacturing employees
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED STREET NAME SIGN
+
REQUIRED: PERIMETER LANDSCAPING: 1 TREE FOR
yields 52 spaces required
professional engineer and results submitted to Frederick County prior to pavement construction. If a
PROPOSED SANITARY LATERAL CLEANOUT
j
EVERY 2,000 S.F. OF IMPERVIOUS AREA
geotechnical report has ben prepared, it should supersede the requirements in this note.
12
INTERIOR LANDSCAPING: 1 TREE FOR
Office
Parking Requirement is 1 per 250 sf
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDENTIFIER
EACH 10 SPACES
900 sf / 250 sf = 4 spaces required
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
18
PROPOSED: IMPERVIOUS AREA: 10,690 S.F./2,000=
5.35 TREES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
INTERIOR: 35 SPACES/10 = 3.5 TREES
56 spaces required
67 spaces (EX.)
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provided
Water/Sewer: Frederick County Sanitation Authority
EASEMENT LINE --- --
-- - --- - --- - -- - -
5.3 + 3.5 = 9 TREES REQUIRED
SPACES ADDED PER THIS REVISION=35
P.O. Box 1877
Winchester, VA. 22604
CENTERLINE
EXISTING SPOT ELEVATION
12,0
PROPOSED TREES = 9
TOTAL SPACES=102
HC PARKING
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(540) 868-1061
Phone: Bell -Atlantic
PROPOSED SPOT ELEVATION
12 5
ENVIRONMENTAL FEATURES
101-150 = 5 SPACES REQUIRED
PROPOSED:
>
PERCENT
2 SPACES
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P.O. Box 17398
EXISTING TREE DRIP LINE
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FEATURE DISTURBED
3 EXISTING
O �
4-+ 4,
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Baltimore, MD 21297
(301) 954- 6282
EXISTING TREE
FLOODPLAINS 0
TOTAL SPACES = 5
E 1 W
FIRE MARSHALL S NOTE
�, �
15" OAS; 15 PINE
LAKES & PONDS 0
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
P.O. Box 1458
OAK
WETLANDS > 1AC 0
SINKHOLES
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Hagerstown, MD 21741
Fire lane
PROPOSED TREE
^
PREVIOUS PLAN
1-800-654-3317
markings and signage:
Any "No Parking" signs and curb locations will be installed
NATURAL S.W. 0
APPROVED
yellow painted
DETENTION AREAS
#065-98
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Gas: Shenandoah Gas Co.
by field inspection at the direction of the Fire Marshall's Office.
STEEP 0
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P.O. Box 2400
( Winchester, VA 22604
540 869-1 1 1 1
WOODLANDS 0 ANY PROPOSED
SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
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MEET THE
REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
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FCSA CONSTRUCTION NOTES
TRIP GENERATION DATA
CO FEB SHEET
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1.
WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL
ITE TRIP GENERATION MANUAL - 6TH EDITIONO
124
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
(By Rates)
v MARK D. SMITH
a
Project Name:
Project Number:
2.
THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY.
EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE
`d No. 022837KING
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SDWNINC.1 '�
2253
.
AUTOMOBILE TRAFFIC
��'S
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9
4.
AUTHORITY'S INSPECTOR.
THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
=
CLASS 140 - MANUFACTURING 79100 sf x 3.82/1000 303 VPD'S
`s10
Magisterial District:
Date of Plan: (Month, Day, Year)
METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY
CLASS 715 - SINGLE TENANT OFFICE 900 sf x 1 1.57/1000 = 11 VPD'S
ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF
Stonewall District
7 23 2003
/ /
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
TRUCK TRAFFIC
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
( 10% RULE )
PROFESSIONAL SEAL & SIGNATURE
Owner:
Address, Including Zip Code &Telephone No.
PO Box 388
DATE: 7/23/2003
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
(303 + 11) x 10% x 0.5 x 20 = 314 VPD'S
KINGSDOWN, INC. Mebane, NC 27302
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID.
FREDERICK COUNTY STANDARDS AND
6.
THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
Developer:
Address, including Zip Code &Telephone No.
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
IN THESE PLANS SHALL BE APPROVED BY
Some as
above
7.
THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
TOTAL TRIP GENERATION OF 628
THE ZONING ADMINISTRATOR PRIOR TO
DESIGNED
BY:
AS
8.
A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
CONSTRUCTION.
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
JOB NO. 2253
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.
151 Windy Hill Lane
Greenway
Engineering
Winchester, VA 22602
(540) 662-4185
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DESIGNED BY: AS
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Yam\ 8'-0" 4'-0'
NOTES: .o ®
4 STD. CG-2 6" 12.1% MAX. 48:1 MAX.
1. THIS ITEM NAY BE PRECAST OR CAST IN PLACE. b - OR CG-6
li SECTON STEEL T}¢ SECTIO CAST IRON
L2)<i"x2Yi'x3L" 1 -3) - 7 Lugs to be
10'-4" long cast with collar
-- One welded B
--- joint L JB
NOTES
1 DFOR m
OF INGRFALET (TER TTHAN E1oH
T k
t
O
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 8' 20:1 ..- :.. c - -
4000 PSI IF PRECAST. o- , J
3. COMBINATION CURB & GUTTER HAVING A RADIUS 5' 1dIN 3
r+ A A
+ 1 I J Optional
1tusE STANDARD
DI-1A
�z-I
10:t
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL SECTION A -A
10:1
Weld I Brace Ribs
N 43.6Ibs. 66t3 lbs.
2. THE 'H" DIMENSION SHOWN ON THE STANDARDS
1
BE PAID FOR AS RADIAL COMBINATION CURB &
GUTTER. # 5 DOWELS, 5" LONG
® 12` C-C
all connectors
to collar including including N
_ _ connectors lugs
AND SPECIFIED ON THE PLANS WILL BE
MEASURED FROM THE INVERT OF THE OUTFALL
PIPE TO THE TOP OF THE STRUCTURE.
PERMISSIBLE
4. FOR USE WITH STABILIZED OPEN -GRADED 5'-0- MIN. -0" 5'-0" IN SLOPE 10:1
DRAINAGE LAYER, THE BOTTOM OF THE CURB M PERMISSIBUE MAXIMUM CONSTRUCTION JOINT
AND GUTTER SHAII BE CONSTRUCTED PARELLEL I CONSTRUCTION JOINT
GP1V STEEL or CAST
} IRON �
mIV fi "x13�"x4" lugs
PLAN 'H' DIMENSIONS ARE APPROXIMATE ONLY
FOR ESTIMATING PURPOSES AND THE ACTUAL
DIMENSIONS SHALL BE DETERMINED BY THE
O a
TO THE SLOPE OF SUBBASE COURSES
AND TO THE DEPTH OF THE PAVEMENT. I
B B
14"x4' Stud Shear
�J connectors
9Yt" I-^ 2'- %" 9%�� 1
\ 4 -2"
CONTRACTOR FROM FIELD CONDITIONS.
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
TO BE SHAPED IN ACCORDANCE WITH STANDARD
[�
N
4" 2"R
1
5. THIS CURB IS TO BE USED WHEN DESIGN SPEED z SECTION B-B
IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 8•
11-
SECTION B-B
IS-1. THE COST OF FURNISHING AND PLACING ALL
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
w
\
w
' ' o
45 MPH OR LESS IN DEVELOPED URBAN AND 6•
SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE
EXCEEDED STANDARD CG-7 IS REQUIRED. I Ya LIMITS OF EXPOSED AGGREGATE SIDEWALK
PLAN
(Grate Removed) 3- ,
�flY- } .-1 8 1
I
INCLUDED IN THE 810 PRICE FOR THE STRUCTURE.
4. IN THE EVENT THE INVERT OF THE OlFTFA E
PIPE IS HIGHER THAN THE BOTTOM OF THE
STRUCTURE, THE INVERT OF THE STRUCTURE
7 n
V) d
O
O n
W
"P
°
ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS
® UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
N
SHALL BE SHAPED WITH CEMENT MORTAR TO
PREVENT STANDING OR PONDING OF WATER
A - *--� TANGENT PLAN FACILITH TfOTHAT CAN BELAPPROAACCIHED, ENTERED AND A
USED BY PERSONS WITH MOBILITY IMPAIRMENTS.
23 � I-
DIMENSIONS FOR
AND PLACING ALLSTRUCTURE
MATERIAtTHE S INCIDENTALFURNISHING
TO
THE SHAPING IS TO BE INCLUDED IN THE BID
[~] \
�^
po- .
- - o
CAST IRON ONLY
5. STEPS ARE TORICE FOR EBE PROVIDED WHEN H IS 4'-0"
VOl
A o •� >. - - > _ a ". °
'P
a _ ..o n" - NOTES:
THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING
(48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR
----j 4'- 2"
I I� »
OR GREATER. FOR DETAILS SEE STANDARD ST-1.
6. THIS ITEM MAY BE PRECAST OR CAST IN PL/E.
Ia-•1
A �v ' >.
°
-
_----
° e- - ° NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS.
CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP
RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE
The bottom of the curb and c� C�
gutter may be constructed CROSSNA1X CROSSWALK RAMP FLOOR ( RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE
parallel to the slope of WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED
f 2-7 * 3' D'a. r-p role > »
�/Y ' ' 6
1 - -'I
< < . 2" min.
lillg - ealar � -
��§+ 4' depth A99r. T
7. 4X8" SMOOTH DOWELS AT APPROXIMATELY
12" C-C TO BE PLACED IN ALL AREAS ADJACENT
�0 ABUTTING CONCRETE TO PREVENT
ADJACENT TO ABUTTING CONCRETE TO PREVENT
SETTLEMENT. IN LIEU OF DOWELS A 2" X 4'
NOTCH MAY BE PROVIDED, SEE STD T-DI-3,4
O
�y
(�
^
2'-0'
subbase courses provided a A MAXIMUM SLOPE OF 12:1.
H y� ,G I /68, l78, or
lilt' /8xs' ratio J
E l
FOR ALTERNATE DESIGN.
minimum depth of 7" is p SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY
E
12" 12'-ts"-fE'or 24•
8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO
maintained. tr USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED
iro h
r!h C O
L J
DRAIN SUBBASE MATERIAL. WEEP HOLEWITH
This area m be concrete
FOR DOWEL BARS SO THAT
III ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP
CROSSWI � �K REBARSTARE NCRETE SHALL BE CLASS
I
'-. N
12-X12- PLASTIC HARDWARE CLOTH 1 4 MESH
OR GALVANIZED STEEL WIRE, MINIMUM WIRE
NUMBER 4 MESH HARDWARE
REQUIRED TO BE NO. 5 X 8" PLACED41' CENTER TO CENTER ALONG BOTH SIDES
TYPICAL PLACEMENT TYPICAL PLACEMENT OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2".
AT INTERSECTION CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR
:a -
"a - -
1_ � �
°SECTION
\
CLOTHDIAMEA HORS
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
OF THE STRUCTURE.
9. CAST IN PLACE CONCRETE IS TO BE CUSS A3
AT INTERSECTION
WITHIN CROSSWALK HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK,
WITHIN CROSSWALK (WITH BUFFER STRIP) COMPLETE -IN -PLACE.
CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO THE CURB RAMPS ARE INCLUDED
IN PAYMENT FOR CURB/CURB AND GUTTER.
A -A
136 1 2'
CONCRETE QUANTITIES FOR MIN. DEPTH 1" 4
� PSI. PRECAST CONCRETE IS 70 BE
10. ANY ALTERNATE METHODS OF ANCHORAGE
MEETING THE APPROVAL OF THE ENGINEER
WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS
STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION.
12" cono. pipe-1.440 Cu. Yds. Conaete
15' conc. pipe-1.528 Cu. Yds. Concrete
MAY BE SUBSTITUTED FOR THE CAST IRON
LUGS AS SHOWN HEREON.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
ENGINEER.
24' conc. pipe-1.82a Cu. Yds. Concrete
24' conc. pipe-1.817 Cu. Yde. Concrete
DATE: 7/23/2003
THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AND ACCESSIBLE ROUTE ® WITHIN Add 0.469 Cu. Yds, per additional toot of depth. SECTION C-C SECTION D-D
THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER
d SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN
GRATE DETAIL
PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BE THE ENGINEER. AND APPROXIMATE WEIGHT
SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES.
EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT.
DIAGONAL VARIATION
Cast Iron
Grate 363 t 18 lbs.
SCALE: 1 " = 20'
SPECIFlCATION 1t
REFERENCE COMBINATION 6 CURB
& GUTTER PERPENDICULAR CURB RAMP SPECIFICATION
STANDARD DROP INLET
12"-24" PIPE MAXIMUM DEPTH (H)=10'
SREFERENCEN
DESIGNED BY:
AS
105
502
(ACCESS FOR MOBILITY IMPAIRMENTS) 105
VIRGINIA DEPARTMENT
302
JOB NO. 2253
VIRGINIA DEPARTMENT OF TRANSPORTATION
203.05 502
201.03 VIRGINIA DEPARTMENT OF TRANSPORTATION
104.Ot of
TRANSPORTATION
SHEET 3
OF 4
STONE CONSTRUCTION ENTRANCE
I 70' M/N. _ I PAV£MEM� EXISnNG
ALTER GLOTH— 6" MIN I A I
SIDE ELEVATION
ENST)NG GROUND
70' MIN.
B WASNRACK
r(OPTIO—)
12' MIN.
L-VDOT /I
I I - Posmw DRAINAGE
COURSE AGGREGATE
TO SEDIMENT
B I 7TLAPPINC DEVICE
• MUST EXTEND RILL M1DTN
Of INGRESS AND EGRESS
OPDURON
PLAN VIEW
SECTION A -A
II
10' MIN.
MOUNTABLE BERM
(OPnONAL)
10' M
SECTION B-B
SOURCE • ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate J02-1
SIL T FENCE DR OP INLE T
PROTECTION
2 X 4' WOOD FRAME
DROP INLET
,ME
GATHER
EXCESS
AT CORNERS
PERSPECTIVE VIEWS
STAKE
ELEVATION OF STAKE AND
FABRIC ORIENTATION
I
I' MIN.
Illlf ��
DETAIL A
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING I C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT
APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS.
SOURCE: N.C. Erosion and Sediment Control Planiunu and Design Manual, 1988 PLATE 3.07-1
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (lbs./acre)
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter) Rye
(Seca) cereale)
Feb. 16 - Apr. 30 Anual Ryegrass 60 - 100
(Loliium multi-florum)
May 1 - Aug. 31 German Millet 50
(Setaria italica)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
lest Brooke Road
}�outs 1320 (�oO' i�/UJ)
✓ �y
25 mph
y
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' I 41,
4
SEED INC; NOTES-
1. TOP501L SHALL BE SPREAD AT A DEPTH OF 4".
2, PULVERIZED AGRICULTRUAL LIMESTONE 5HALL BE INCORPORATED INTO SOIL AT A RATE
OF'B2 L55. PER 1000 S.F. (2 TONS PER ACRE),
3_ FERTILIZE WITH 10-10-10 AT A RATE OF 23 L55_ PER 1000 5.F, (1000 L55. PER ACRE).
4. SEED MIX SHALL CONSIST OF (o-[% KENTUCKY 31 TALL FE5UE AND 33% 5ERICEA LESPEDEZA
APPLIED AT THE RATE OF 120 L55. PER ACRE.
5, STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 L55.
PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE
OF 200 GALLONS PER ACRE.
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 Ibs.
- Seasonal Nurse Crop**
20 lbs.
_
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flotpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
included in any slope or low-maintance mixtures during
warmer
seeding periods; add 10-20 lbs/acre in mixes.
OR
EXIS TING BUILDiN i
OFF a& _44 ,
i
II --I
j
TizEE LEGEND
5YMB0L
QUANTITY
NAME
HEIGHT AT TIME
OF PLAAITINCs
REMARKS
9
RED MAPLE
2" CAL
545
Prune codominant leaders
Prune rubbing or
cross branches
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
REMOVE ALL TAGS AND LABELS.
NO LE55 THAN 2" CALIPER
AT 6" ABOVE GRADE.
6'
Gut away all balling ropes and
Remove top of wire basket
DO NOT prune ternimal
� T leader or branch tips
I
Prune narrow crotch angles
and water spouts
Prune broken branches
Prune suckers
mulch kept away from trunk
soil well to
contain water
�1
Widen and score hole wall UNAMENDED backfiil soil
/ — Partially backfill, water to
Remove container and cut circling — —I — settle soil, finish backfilling
roots If contalner-grown, or as much
burlap as possible if field grown Leave solid soil pedestal- do Area for water drainage
not dig deeper than ball depth
Dig hole 2-5 times root ball width
TREE PLANTING- DETAIL
NO 5GALE
RE5PON515LE LAND p15fiURBER
NAME:
CERTIFICATION
DATE:
THE RE5PON515LE LAND pI5TUR13ER
IS THE PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DI57uRBING
ACTIVITY AS SET FORTH IN THE PLANS.
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DATE: 7/23/2003
SCALE: 1 " = 20'
DESIGNED BY: AS
JOB NO. 2253
SHEET 4 OF 4