HomeMy WebLinkAbout051-98 Blue Ridge Landscape - Stonewall - Backfile (2)00
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GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR - -- -
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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-.----_____.4_______EX
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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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Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
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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.
PROP C&G
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(VDOT) Frederick County prior to construction in existing State right-of-way.
V3.
When working on VDOT right-of-way, all traffic temporary,
PROPOSED CURB AND GUTTER
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4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
control whether permanent or
shall be in accordance with the current edition VDOT
CG-6
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CG-6R
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required under State law.
of s work area protection manual.
Furthermore, traffic flaggers be
TRANSITION FROM CG-7 TO CG-7R -- - - ----
- - - - - -- . ---
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5.
The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held
all control must certified in accordance with VDOT's
January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C.
EXISTING TELEPHONE LINE - ___. ____-___ _____..____________ _______
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Count Representatives, and Representatives of the Virginia Department of Transportation
with the Developer, y p p g p p
(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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EX. 15 RCP
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responsible for providing guardrail and paved ditches as determined by this joint inspectior•i. Refer to
be subject to change as deemed necessary b VDOT.
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EXISTING STORM SEWER
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15" RCP
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V5.
Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT
PROPOSED STORM SEWER
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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
SHEET INDEX
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6.
If required by the local VDOT Residency Office, a preconstruction conference must be
PROPOSED SANITARY SEWER---
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Control Devices MUTCD
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arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE '-- -----
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contractor, various County agencies, utility companies and VDOT prior to initiation of work.
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8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
PROPOSED ELECTRIC SERVICE
SHEET 1 COVER SHEET �''
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any undetermined length of time. VDOT will also require 48 hours notice for any
EXISTING GAS LINE
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All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
SHEET 3 DETAILS AND PROFILES
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than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE G
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SHEET 4 LANDSCAPE AND EROSION _ G
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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
AND SEDIMENT CONTROL PLAN _5 /�
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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
PROPERTY LINE
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in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02.
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FLOW LINE -
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11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
PROJECT INFORMATION
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCELINE - ~` -----'�-�X-~-X~-#-
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12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
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PARCEL IDENTIFICATION NO. 54-7-5B
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: IMBODEN DRIVE
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13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
and at the end of construction.
EXISTING TELEPHONE POLE
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TOTAL AREA: 1.2202 ACRES
PROJECT AREA: +/- 1.4 ACRES
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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 "'
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DISTURBED AREA: +/- 1.3 ACRES
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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 _
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CURRENT ZONING: M-1
condition at all times.
CURRENT USE: VACANT
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: OFFICE
sheets, and connections to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE W
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ALLOWED HEIGHT: 60'
PROPOSED HEIGHT: 20'
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
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standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
prior to placement of fill.
EXISTING REDUCER W
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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
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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.
REQUIRED PROVIDED
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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 b
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STOP SIGN
BUILDING SETBACKS: FRONT: 75' FRONT: 299.2'
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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
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dedicated At the direction VDOT Inspector
HANDICAP RAMP (CG-12)-
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SIDE: 25' SIDE: 31.1'149.7'
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17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
of any street right-of-way. of density tests
performed by a qualified independent agency shall be conducted as required in the VDOT
DENOTES LOCATION OF STD VDOT
CG 12 AND pR JURRISppIICTlnON
REAR: 25' REAR: 28.9
STANDARD AMP CONSTRU
result of his construction project within or contiguous to the existing right-of-way.
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Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to
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final VDOT approval.
PARKING INDICATOR
12
REQUIRED PROVIDED
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PARKING SETBA':;KS: FRONT: 25' FRONT: 232.3
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
V14
VDOT Standard CD andl UD underdrains shall be installed where indicated on these plans
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SIDE: 5' SIDE: 5.5'
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development permits.
and further where determined necessary by VDOT Inspector.
TEST PIT LOCATION.
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REAR: 5 REAR: 6
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
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F.A.R. CALCI "_ r�TIONS PARKING CALCULATIONSLj
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shall meet VDOT minimum design standards and is the developer's responsibility.
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan w,II be protected
1.0 Maxinnum 3600 sf Office = 1 per 250 sf
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in accordance with state law. In the event gravesites are discovered during construction, the owner and
V16.
If required by the locall VDOT Residency Office, copies of all invoices for materials within
VEHICLES PER DAY COUNT
100
8500 sf / 1.22 acres = 0.16 15 spaces required
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
PROPOSED BUILDING ENTRANCE
Contractor Storage = 1 per employee
21.
The contractor is to verifyfield conditions prior to and during construction and notify Greenway Engineering
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acceptance of work. Unit and total prices may be obscured.
15 employees = 15 spaces
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
EXISTING STREET LIGHT
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Total of 30 spaces required
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
markings must be installed by the developer or, at VDOT's discretion, by VDOT on an
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LANDSCAPING CALCULATIONS 33 spaces provided
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
PROPOSED STREET NAME SIGN
33 (2 ADA compliant Van acessible spaces provided)
spaces = 4 trees
professional engineer and results submitted to Frederick County prior to pavement construction. If a
PROPOSED SANITARY LATERAL CLEANOUT
--- '--
760' perimeter 40' = 19 trees (1 space for compact cars only provided)
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geotechnical report has ben prepared, it should supersede the requirements in this note.
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
SANITARY MANHOLE INDEN11FIER
12
16,300 sf parking requires £315 sf landscaped area
OPEN AREA CALCULATIONS
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
18
140' of 3' tall hedge required
31 Maples Trees Provided (2.5" Caliper) 25% Required
in Frederick Count appear below. These numbers shall also be used to serve in on emergency condition.
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STORM DRAIN STRUCTURE IDENTIFIER
1,600 sf of Interior Landscaping Provided 1.22 acres X .25 = 13285 sf
140' of 3' tall Broadleaf Boxwoods Provided 36% Provided
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Water/Sewer: Frederick County Sanitation Authority
EASEMENT LINE
36" .5' (19,325 sf)
Tall � 3O.C.
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P.O. Box 1
22604
CENTERLINE
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Winchester, VA.
12.0
(540) 868-1061
EXISTING SPOT ELEVATION
Phone: Bell_ Atlantic
PROPOSED SPOT ELEVATION
1 +5
2_1
ENVIRONMENTAL FEATURES
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P.O. Box 17398
Baltimore, MD 21297
EXISTING TREE DRIP LINE
BED
DISTURBED
FEATURE PERCENTAGE
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FIRE MARSHALL'S NOTE
(301) 954-6282
% - '
EXISTING TREE `Llh F'
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15" OAK =_ 15" PINE
FLOODPLAINS 0
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Power: Allegheny Power MISS UTILITY 1-800-257-7777
LAKES & PONDS
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P.O. Box 1458
OAK
WETLANDS >1 AC 0
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Hagerstown, MD 21741
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Fire lane markings and siQnage:
PROPOSED TREE
SINKHOLES 0
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1-800-654-3317
Any "No Parking" signs and yellow painted curb locations will be installed
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DETENTION AREAS
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Gas: Shenandoah Gas Co.
by field inspection at the direction of the Fire Marshall's Office.
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P.O. Box 2400
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Winchester, VA 22604
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(540) 869-1111
ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND STORAGE WILL
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MEET THE REQUIRED ZONING STANDARDS OF FREDERICK COUNTY
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
ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
Data taken from
MARK D. SMITH 9
Project Name:
Project Number:2�
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
the ITE Manual 6th Edition
Business Park (Class 770) 12.76 1000 X 8500 109 VPD's
No.022837
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Ridge -L an ds c a e
2098
per sf sf =
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AUTHORITY'S INSPECTOR.
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Magisterial District:
Date of Plan: (Month, Day, Year)
4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER
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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
Stonewall
District
July 23, 1998
THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21
INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS
PROFESSIONAL SEAL &SIGNATURE
Owner:
Address, Including Zip Code &Telephone No.
P.O. Box 577
THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY.
DATE:
7/23/98
5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES.
Carl Thomas Stephens City, VA 22655
THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE
THESE PLANS ARE IN CONFORMANCE WITH
(540) 869-0000
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 MA'i ERIALS FOR
ORDINANCES. ANY DEVIATION OR CHANGE
Developer:
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Address, Including Zip Code &Telephone No. PO Box 577
SCALE: n/a
AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK.
THE MANHOLE.
IN THESE PLANS SHALL BE APPROVED BY
Blue p e Ridg Landscape Stephens City,VA 22655
7.
THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING
THE ZONING ADMINISTRATOR PRIOR TO
(5400 869-0000
8.
A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR
CONSTRUCTION.
DESIGNED
BY:
Oates
Engineer Certifying Plan:
Address, Including Zip Code & Telephone No.
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
JOB
NO. 2098
Greenway Engineering Winchester, VA 22602
(540) 662-4185
SHEET 1
OF 4
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t* -The contractor may have to reset the
1 fire hydrant further- from the curb than 10,
54 — 7
shown should the ;CSA deem it necessary,
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Limits of C:Iearine
land Grading
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-vC>OT Field Inspector may require
t- C.G-12 ramps installed in entrance
0) with the location SM-24
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during construction
at their discretion. 5M-2
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Existing 30, 4r
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Office 5006F 5ooe Office 50015f
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Office
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5006F Office 150af Storage 150of Storage 750ef Storage
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ESTES ExPRE-A,6 LINES
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500ef Storage
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Limits of C:learine
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Compact Cars
Prop 4" 6arlltar� Sewer
5 20* 59' 12" W 22ae2'
OnIs 30,
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Lateral. Contractor is to
install Cleanouts at 50'
intervals and at angles.
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Note: This plan does not
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constitute a boundar� 6urve�
and all bearings ad distances
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shown are From the record plat
Arc 50.10'
Prop 12'X14' Dumpster
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Rad 1445.00'
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with 6' fence, see
details on sheet 3.
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5 2V 59' 12" W 142.15'
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Proposed all PVC - 5DR-21 waterline
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waterline
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on this lot LUM
be clone by the 0111
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P�l poied Private
gym' Sanitary Sewer
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'and! Drainage
lot 4 as shown On the lc3c3O
Fabement
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site plan "Denny
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1crooI& Slope r0t to e)eCee6 2'y'
2-Post H/C par
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trees tulthim IF" Or RIW will
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P_" 21-5
DATE: 7/23/98
9"1
ri
osed (01, PVC SDR__?i wat tin
rop 5011ar
_j
SCALE:
1 20'
Tap b-Ii
Ex 5S,1�4
to (Oa-
s (f�ase- to (oa-
lap -FCZA
DESIGNED BY: Ocites
JOB
NO. 2098
III\/ in&
S 7=!t iriv vat- I--
S S
S --ft- Ex &11 5an, 6ewer Line
at 1,04%
[SHEET
2 OF 4
CONSTRUCTION OF A SILT FF,NCF,
S7 0NF
CONS? UCTION
F_'.1V' TRA.ATCE
(WITHOUT WIRE SUPPORT)
1. 9F.T THE STAKF.^: ! 4' TREN171i
UPISLOPE ALONG THE LINE OF
1.+' !Qk
CrrS�MG
MVCN�Mi
I $TAfiE.
1 NA'
I •—
G
,a1 m
H✓1!!rPtLC 1E.c.N
( _�4_ / _��i� ` I+�
F;i '..� rlGi"-' yr!,.i
SIDE ELEVATION
MII
e:rrrp:r. rFkvWn
1Y MR.
3. STAPLE, FILTCA. MATERIAL 4. 811,(17f1.1. AND COMPACT
I
I I)
70 RT'ARES AND F)CrEND THE I YCAVATED SOIL
VIE TRENC1.
,r "lw.`
I^'----
r'an'c1G
rr mTo
err)r n
i I �� Pp:mvr WA!"K.0
C".!Psc Tr. zrn!!awr
I /
I
' 4x1^T F'.+'F'Nrl fVll wK?N
;r rKaes Au rt. sti; I'LAN VIEW
�� In. '•
n.
SUET FLOW INS'TALLAT 0O
c ,
_ T ur!.
(PERM ECF?YF VFF17r)
SECTION A -A
I I rLor
V
POFNTS A SHO!AD BF HIGNF,R THAN POINT H.
RC11f:'Ok�C-C fQ.f,N}"TE •
- MAN s.PK
DRAINAGFWAY INSTALLATION
SECTION B-$
_ (FRONT EL VXTION) _
�_�
_._._,_— _.__V.._
�pl'PC'8. 1!fnPtni fF�tn IRLS@U.Pir1PQ_?t$iitiY_tlMiFCt1S_P)11rS..fkA7J":'9_.1,1K_�'.d1ff11;A4_�/�M:M.FA fNlCv 1"A7R 7.iY.+-,^.
.—..—
zirn::41M!Iis hu!1! 'i l l_$191�1G'i�.i9i.S411_L'k��!_A z0giRALC44!R'!avl YI. 4'i�C PM:te 3.42-171Armrt f e,!d e1«nt
40".9TL. TIANIAG _ALL 441CNEICS
AND C"rQ IC1i Ts 00 4H V r W 6 6"P
WITH /LATtti! Mk"tMt7 WELD r4P1HT9 loaf&* 41CiNb14 PAWN
_ `avA L rL.AA&AL9_
der 6,9 op <VTII46Is 6 ��
rLATi9 4T *bunt E , Trr 20A t/4•a A pro•
4 -lV. T MIIMGiS I I I/ I - GATG 1'OfT
II I �r
IIG e x 6r s G 6 PA r_ raKT'! II / I — 044E LAT�N •
WITK SVIH:Irr1A/N CO. ddAGKiTSr
DA9t �TL' i+oWAAN I I j I I I
•tu vn
I 1
'-I
!Du Vl1iTE IZ GATE D E?A I L
�FIoT To •PGA I.a
-- IXv•�^roe
ZIA r."
* ALL MATEOLIAL - -
Tt'CATe t�-
-
F F�N'F
VIA
Z'ra L r
1Li � V�
DETAII`6oA� EEP(GE-aP`f:1UND
-- C >UM esreF2PAP ---- -
''
-- oy gasi dted -
SGR 21 �asketed
bell 45' bend
bet adapter 1
locator peg
mrrinkxn
l
` SCH 40
solvent
ill
SOR 35 SN 4"
SDR 21 gasketed
weW cap
!j
gasketed bell wye
pips and fi6rpe
I
pfO�y
fine
l 36` mrn.
cover
ra "1
'I II
Ud , 3 y I'lll!I! I Pi' is i
treated 2 x 4' with
J III tap 6" painted green
!ilup
n d 4 pipe M 2.DD%
mnriu n grade
Install 12" of 21-B
behind curb covered 2y-57� rade)
with 3" of topsoil and (Match B
seeded.
CG-6
Existin
0.
See Entrance 10.8' 8
Pavement Section Taper Lane
Above
o
tx
o In VDOT Field Inspector
o+ will approve CG-11
entrance before construction
Half Typical Section
of Entrance
Not to Scale
general backfill — general backfill
O.D. O.D.
8" 8" 8" 8"
24" carefully compacted 24" carefully compacted
lest backfill elect backfill
stone 6'
O.D. 6" aggregate
1/2 O.D.
I- 6' 6"
stone aggregate - concrete
STANDARD CONCRETE CRADLE
general backfill general backfill
O.D. O.D.
8" I• - 8" 8" 8-
24" carefully compacted carefully
concrete select backfill compacted 24"
select backfill
O.D. O.D. 6"
O 1/2 O.D.
6" 6"
stone aggregate concrete
CONCRETE ARCH CONCRETE ENCASEMENT
repave fo
original thickness saw cut to be made at
time of replacerment.
i
18" 8"
C.D.
8' 8"
O entire trench to be
8
compacted 21-t3
6-
V.D.O,T, PAVEMENT REPLACEMENT
I
9dji .arN� LIGHT DETAIL
(MOW
N.T.s.�
cast iron deanout cap with brass plop
havwV a countersunk square head
Panells Modal PA4SV-CSK IV)
Panda Modell PMSV•CSK (67
finished graft
square concrete skid pad
20"x 20'k 1 r deep
I aggregate base
I( depth r 1
cleanout pipe
S' 21
sanitary
50Wef rT18:n�
lvyeg45-)bend
�- fir stone bedding
NOTE : Where length of service lateral to exceeds 7S
a cleanoo asserr!ely shall be lurnishsd r the
prop" line.
TRENCH & BEDDING
Figure 1
thrust block
one
ADA St'd "Handicap Parking Onl "
& "Van Accessible Sings
6" Conc Curb Exposed
�+sg' 1
1`1�.�. •1�12'
Concrete ;o
��1r �+ 6Wt-•. Walk 6
Curb
CG-6 in
Window 2
ZH.C. Painted
Symbol
Handicap
Space
6'
Precast
Wheel Block
(iNo
H
�0.
5' or 8' I 8'
TYPICAL HANDICAP SPACE
AND RAMP DETAIL
METER BOX HARDWARE
SERVICE
PIPING
DIA.
METER SIZE
YOKE #
METER
BOX * 1
CIA.
METER BOX COVER
3/4"
5/8" x3/4" (20 gpm)
Ford
Y502
18 in.
non -traffic Ford C32
traffic Ford C32H
1"
9P20 4)
/ 5/ 8" x3 " ( m
Ford
Y504
24 in.
Ford no. 30 monitor 2
cover W RML-12 to lid
1"
3/4" (30 gpm)
Ford
Y504
24 in.
Ford no. 30 monitor
cover W RML-12 to lid *2
1"
1" (50 gpm)
Ford
Y504
24 in.
Ford no. 30 monitor
cover W RML-12 to lid *2
+ I. In non -traffic area - 12" thick polyethelene plastic
In traffic area - reinforced concrete with 3" thick walls treated 2"x a with
. In traffic area - 3/4" x 3T steel plate with 22" dia. top pointed blue
centered opening and tar coated both sides is to be
placed between lid and reinforced concrete box. meter cover
set 2" above
required tin. grade prior
varies as re to sodding 18"
g 1
corporation
stop 3" stone bedding 1T-21" meter by F.C.S.A
surrounding box f=3, meter bo
-__ 30" deep
36" min. angle I check
with drain v
45 8",min. an le yoke
- � ball valve U
type K copper
tubing, continuous
water without Joints from 2 ft
main to meter -
main 6" stone bedding
METER SETTING PARTS
i,7'
meter
size
yoke
on le yoke
ball valve
angle check
valve
exponsion
wheel
' /4"
5/8"x3/4"
Y502
BA94-223W
HHCA94-323TD-G
EC- 23
3/4"
Y504
BA94-344W
HHCA94-323TD-G
EC-23
1'
Y504
BA94-444W
HHCA94-4-44TD-G
EC-4
transition to meter
setting as required
curb & gutter
street
V) V)
1 to back of �'
h•ISTALLATION NOTES: sidewalk
Exact location of meter box assembly
to be approved prior to installation. -
Water service crossing street shall be Y 1" type
encased in 2" dia. SCH40 PVC or M ; K
copper a
SDR21 piping. The piping shall run from 3/4" type K z
one foot beyond sidewalk, across the copper for V) "
street, to one foot beyond sidewalk. single meter
installation 1"0/4" wye
DUAL METER INSTALLATION
5/8", 3/4" & 1" METER INSTALLATION
Figure 5
AMENDMENT NO. 2 - APRIL 1997
O
6' die. schsduts 4o ]'
Meal pips filled with
concrete and painted T
yellow 7
16r dis. OII 8' O
concrett
sr+w«reerx �—r—
ROLLARD DETAIL
dreafa, of wing to be approved friar to ftwlation
as required r concrete pad 1'4r sq x Ir deep
FIRE HYDRANT ASSEMBLY
GRAVITY SEWER SERVICE LATERAL Flpwe p
Figure 15
SEWER CLEANOUT '
Figure 17
screw type
adjustable
valve box
l— bcalor peg
meohW*-W Ioirli
swivel too with
r bands
concrete pod 11-61 sq. x 6"
Sam type -
sdjustabhe valve
boot
locator pep
36• min.
valve magak+p
to marl
rnogskM
iit `.N:i�i:♦
8•x a"x I V solid block
(for wives 121 and Isew)
GATE VALVE
hlpltre e
0
700
695
0
675
700
695
••1
675
670
665
••1
:. 4" CONCRETE
3000 psi W/ FIBER
4" 21—B BASE
STONE
SIDEWALK SECTION
DUMPSTER PAD SECTION
2" SM-2A
6" 21—B BASE
STONE
PARKING SPACE
PAVEMENT SECTION
(BASED ON CBR-6)
8" CONCRETE
3000 psi
WITH MESH
4" 21—B BASE
STONE
1.5" SM-2A
3 rr BM-2
8" 21—B BASE
STONE
ENTRANCE DRIVE AISLE
PAVEMENT SECTION
(BASED ON CBR-6)
3' Clear
minimum
Prop Grad
Pro 8" PVC
p
SDR-21 W/L
' -
Ex Grade
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700
695
690
•
�"~ 675
1 +00 1 +50 1 +50 2+00 2+50 3+00 3+50
Proposed Waterline
Horiz 1 "=50'
Vert 1"=5'
Proposed
Grade
Ex Grade
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670
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1 +00 1 +50 2+00 2+50 3+00 3+50 4+00
Proposed Sewer Lateral
Horiz 1 "=50'
Vert 1 "=5'
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DATE: 7/23/98
SCALE: n/a
DESIGNED BY: Oates
JOB NO. 2098
SHEET 3 OF 4
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�,�i5 i5 for �ro5ion
A Land Disturbance Permit will be required prior to any
(
plan
construction activity on site from the Frederick County
�
1
anol 5eo ItYlent
Control farol
Public Works Department.
• Contractor is to Insure adequate drainage in
roadside ditcJ•ies.
/s
1
Eros ion and Sediment Control Note: Install silt fence
I
around the perimeter of the site prior to construction
activity. This site plan will require the erosion and
r 'The contractor may have to reset the ,
y ti fire hydrant further,, the curb than + 1.�✓hor
;. 4 �_
ii "
sediment control on the site plan Denny Derflinger
shown should the FCSA deem it necessary_ ( f . ,, -i ,- „� }
1 D�Ni, .
to be in place also. 5tormwater Management for this
�74 Pr. 30
! ZONE: I"-!
i
Drflineer'
site has been addressed on the "DennkJc
Ian The Frederick Gount Works
� Y
21 2 -y-
Limits of Clearing,
���
site as well.
p y
j-- -- --
. and �rading
I
may amend, modify, and require additional erosion and
m.8-amen control measures as t feelIs needed,
693.1' x ' � 12�� R f=rop Slgn------_ _ _ - __..._.
. rn � ' err � e e
W } -
i
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i { zQfi I I 1 92a OOOO O O^O^O^O O O,.o.,o-o 0 97 97 _ - �, -
_ _ ___ .
nriu' Cl i i I 0 OcConStruction Entranced O Imo' SM 2A 97 --
`�� n N j O CJ v v 000 3" BiM-2 \ -'�
954
O O O O O O O O"O" O O O _ i 2
o 0 0 � o 0 0 Existing
a 2l r 96
B
0 0 0 owl wash rack o 0 0
g
30 IN
Acce _ __-S s
_��Bem�n -
( 9PJ PCs
0 -
/ a 7 _.-
( 94 Pro -... - _ ... --
osed 5' T
1 orar Csradin
Eas - 1 g6a s
, omen
J
25gf
' 4 691. 'x 1 y% _. 3ta'R 6�1/z'R '�- 5'R g' 5f?
o2'R
f
24.2
g51 ssop -6 941 42
g51 5 5' Sidewalk •E33Ilards EP
GGGG` c'UlLI�!N� `:U'�'>✓L,.:, iNC. y I 1 tti -1 ��` I 4 i a i 25' 25
_��{, i 25' '
,J i. i " � lambing _ � i 500sf
.i D 5 e 202, FIG 2V III r ! i '-�' Office 5006f, 5006f Office
ZON,i " " tSl j { q ,n FF•69600' Storage! FF■695.00' S00ef Office 500sf Office
i l i ) I i t'. -•-� - g! FF=695.00 ■
u I
l .G._. - ,t'a~ t-l-I I ill F- 695.00 N c�
1 " 0 i I I 1 �� P, c.�
ro91.4' x
I , <94 9 g5s 20' 20'
k to 'xisting C43-6
/ 1. m 20 ( 500sf Office 150sf Storage 150ef Storage
�' l } _-. - ^_....�. -. -69500 5 150sf Storage
_ i �___..__ _ ... - �__.._ '1,,1 r Mom. g5 FF=69566 FF- g FF 69 o FF 695.00'
2
� m pna 535, F.a 48 s
I p 500ef storage
rj FF.695b6' TM. " 5�#-t1-5'G
:ONIED r1-i
l � r, 1 :�, „`y � ,�` � � ✓ � � fA ,yk N/G Bollards• • Z ',I�J�:T�t,Sw�' Tw"'i^•S,+ai..
S; S- S S S- S S S-�
A, Office
I f f 22' n FF.6g5ld' \ I \ andLimiCsradts of iclearing
1 150ef Storage
' FF=695.0 s g
6903 x, � cL g4a I Prop 4" Sanitary Sewer
I 30
Only y '
4 n Lateral. Contractor IS t0
g install Gleanouts at 50'
i = S 28° 5c3' 12" W 22a.92'
1 -
` intervals and at angles.
90
r000bf
V ! i 4 ` J ✓ Office Woof Storage �'�
I I t . s FF - 695.0' FF • 695.0' \� 1
21'R ` )
Erosion and Sediment Control Measures > Eilliactds • 4Q Note: This Ian does not
i
• -J 5�'' • Bollards ti„tQ constitute a boundary survey
_ 93 3 - - 25' B�- - - and all bearingsad distances
Blue Ridge Landscaping • Install silt fence - -
Proposed Shade Trees ��shown are from the record plat
Erosion and Sediment Control • Clear and grade site p �' w Prop 12 X14 Dumpster of record.
Narrative with 6' Fence. See
Permanent Stabilization _- details on sheet 3.
Project Description 931 92l
Once construction is complete, the areas of exposed ground will be covered with a i )
The site is located in the Baker Lane Industrial Park off of Imboden Drive. The purpose of minimum of four inches of topsoil. Fertilizer, seeding, and a blanket of straw will then S 212 lU42.15 Prop 1" wrr J
this project is for the construction of a set of rental offices. The building will consist of a added. i rs Prop F14 < Gv i� 1
floor area of 8,500 sf and include a new CG-11 entrance and a parking lot. N ,
j-w -w w}w -w -w -w -w w -w -w -w I r
Stormwater Management
e i
Existing Site Conditions I
The stormwater management has been provided on the neighboring lot. --- - - -- - - -- -- - - 1 ------ ----- - - ', r
The site currently is a wooded lot.
R
Maintenance Program 20' �l T__...-
Adjacent Pro-perties
1. The contractor will inspect all erosion and sediment control measures after each rainfall
The adjacent properties are owned by Daniel Travostino, Don Arnold, Estes Trucking, and at least daily during prolonged rainfall. Damaged and or deficient areas will be i i ;
'
repaired or improved immediately. and Denny Derflinger.
Soils 2. Furthermore, the contractor will make a daily review of areas of construction activity to
insure erosion control effectiveness. Additional measures will be installed immediately Frohoaed �arh��g j 4 , } i ! -''" 6a "
where deficiencies are found. 0 1 C-�radin on this lot will ;, ' ' deed Private
The soil conditions were taken from the USDA Soils Survey. The soils on this site are r g I 1a op
Weikart-Berks channery silt loams (#41C and #41D). This soil has slight erosion hazards be done by the owner of 1 ��; N 1 3m' sanitary sewer
r_ 1 send Drainage
lot 4 as shown On the 1
3. Permanent erosion control measures include the establishment of grass on exposed i ;` `. i 998 i i i Easement and is primarily shale. ;
surfaces disturbed in the construction process. P+� �'� ;4HGtS sine plan
Critical Areas N
Phase 1 t ,
I !
There are not any critical areas. I1 1.)�t,i'4-1�1,i!/ �
1. The site will have all silt fence and the construction entrance installed.
2. The installation of the pond outlet and rip rap will be if not already done by Lot 4.
3. The site will be graded. 1 r I I �• 1 i ('
,u
4. Upon completion the site will have all permanent soil stabilization in place and all
inspections by respective agencies completed, then the remaining erosion and sediment
a I ct� control measures may be removed.
Note: The Frederick County Public Works and Engineering Department will retain the4,W
right to add and/or modify these erosion and sediment control measures during the
construction process, within reason, to ensure adequate protection to the public and
environment. r a4l Door �.
Seeding Schedule Soil Stabilization T- ' F,r /i
1. Topsoil will be spread at a minimum depth of 4". C-07 U�a 1-
2. Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbsVE
per 1000 sf (2 tons per acre).
3. Fertilize with 10-10-10 at a rate of 23 lbs per 1000 sf (1000 lbs per acre).
4. Seed mix will consist of 67% Kentucky 31 Tall Fescue and 33%Red Top Clover.
5. Straw mulch will be applied to all seeded areas at the rate of 35001bs per acre and s„ 21_5
anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per
acre.
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DATE: 7/23/98
SCALE: 1 " = 20'
DESIGNED BY: Oates
JOB NO. 2098
SHEET 4 OF 4
U