HomeMy WebLinkAbout07-00 Premier Reticles, LTD. - Back Creek - BackfileGENERAL NOTES
VD0T GENERAL NOTES
LECEND
VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR-------,' ,3
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1. Methods and materials used in the comstruction of the improvements herein shall conform to the current
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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
PROPOSED CONTOUR
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including detention basins during
and Sediment Control Regulations and any other state, federal, or local regulations
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2. Measures to control erosion and siltati on, ponds serving as silt construction,
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
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
SITE
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
PROPOSED EDGE OF PAVEMENT
Control Handbook. �I
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
-- - EX C&G
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) and Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER00
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4. Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
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V3.
When working on VDOT right-of-way, all traffic control, whether permanent or temporary,
CG-6 0 CG-6R
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shall be in accordance with the current edition of VDOT s work area protection manual.
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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 wall 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
PROPOSED TELEPHONE LINE
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(VDOT) to determine if and where gua:rd rail and/or paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
EX. 15" RCP
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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
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
V5.
Prior to initiation Contractor be for VDOT
PROPOSED STORM SEINER
PROP 15" RCP
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SCALE 1 = 1000
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6. An be the Also,
of work, shall responsible acquiring all necessary
approved set of plans and all appltcable permits must available at construction site. a
land use permits for any work on VDOT right-of-way.
representative of the developer must lbe available at all times.
EXISTING SANITARY SEWER
PROJECT INFORMA TION
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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
Control Devices (MUTCD).
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.
MAGISTERIAL DISTRICT BACK CREEK
8. All unsuitable material s hall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
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PARCEL IDENTIFICATION NO. 75-((A))-91 G
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
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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
LOT AREA 43,560 S.F.
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than 6 will require revised pavement .section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE
DISTURBED AREA S.F.
B-3
CURRENT ZONING B-3
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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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CURRENT USE VACANT
on the plans and as required at the field inspection.
adjacent public roadway through construction and maintenance of a construction entrance
in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
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PROPOSED USE OFFICE & WHOLESALE TRADE
11. All springs shall be capped and piped ito the nearest storm sewer manholes or curb inlet. The pipe shall
Furthermore, access to other properties affected by this project shall be maintained
BUILDING HEIGHT MAXIMUM ALLOWED = 35' PROPOSED = 12'
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCE LINE
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SIGNS NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH
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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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THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
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one litter receptacle shall be providedl at the construction site.
V9.
Contractor shall ensure adequate drainage is achieved and maintained on the site during
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ZONING ORDINANCE.
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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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OUTDOOR LIGHTING PROP. BUILDING MOUNTED
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entering public streets, jand it is the contractors responsibility to clean streets, allay dust, and to take
!necessary to unsure that the in dust free
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE W/ TEE
DUMPSTER NONE PROPOSED
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whatever measures are streets are maintained a clean, mud and
minimum 36" cover and, when possible, to be installed under roadway drainage facilities.
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PROPOSED WATERLINE W/ TEE
BUILDING SETBACKS REQUIRED: FRONT: 35' PROPOSED: FRONT: 61.3'
condition at all times.
SIDE: 15 SIDE: 16
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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
PROPOSED FIRE HYDRANT
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REAR: 15' SIDE: 79.2'
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sewer lines. Information should also lbe obtained from the appropriate authority concerning permits, cut
immediately brought to the attention of the engineer and VDOT. Work shall cease in that
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sheets, and connections, to existing limes.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
OPEN SPACE CALCULATIONS
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority.
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V12.
All undercut areas and borrow material shall be inspected and approved b VDOT Inspector
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to fill.
PROPOSED WATER METER
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25� OPEN SPACE REQUIRED
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prior placement of
EXISTING REDUCER .
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PROP. BUILDING = 4,000 S.F.
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
to the horizontal and vertical location of all existing
V13.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
PROP. PARKING = 10,190 S.F.
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contractors responsibility verify exact utilities as needed
be in 6' lifts to 95% theoretical density determined by
STOP SIGN
TOTAL = 14,190 S.F.
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
compacted of maximum as
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
VEHICLES PER DAY COUNT
100
14,190/43,560 = 33% OPEN SPACE PROVIDED
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
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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
PROPOSED STREET NAME SIGN
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F.A.R. CALCULATIONS
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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
PROPOSED SANITARY LATERAL CLEANOUT
MAXIMUM PERMITTED = 1.0
final VDOT approval.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
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LOT AREA = 43,560 S.F.
must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
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PROP. BUILDING = 4,000 S.F.
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and further where determined necessary by VDOT Inspector.
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER 6
4,000/43,560 = 0.09 F.A.R.
project. The relocation, should be dome prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
20. These plans identify the location of all. known grave sites. Grave sites shown on this plan will be protected
EASEMENT, LINE
LANDSCAPE CALCULATIONS
in accordance with state law. In the event grave sites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERS
PARKING PERIMETER = 1 TREE PER 40'
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
525'/40 = 14 TREES REQUIRED
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
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1" 0
INTERIOR LANDSCAPING = 1 TREE PER 10 SPACES
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
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22/10 = 3 TREES REQUIRED
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
PROPOSED SPOT ELEVATION
715 s
TOTAL TREES REQUIRED = 17
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
EXISTING TREE DRIP LINE
TOTAL TREES PROPOSED = 17
proctor AASHTO-T99, ASTM-D698, or V'll'M-1 as applicable. Density shall be certified by a registered
account receivable basis.
PARKING CALCULATIONS
professional engineer and results submitted to Frederick County prior to pavement construction. If a
the in this
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXISTING
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REQUIRED PARKING:
geotechnical report has' been prepared, it should supersede requirements note.
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OFFICE = 1 SPACE PER 250 S.F.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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WHOLESALE TRADE = 1 SPACE PER EMPLOYEE
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
tRtj' RED MAPLE
OFFICE = 576 S.F./250 = 3 SPACES
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of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
WHOLESALE TRADE = 8 EMPLOYEES = 8 SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
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DENOTES LOCATION OF STD VDOT
TOTAL SPACES REQUIRED = 11
TOTAL SPACES PROVIDED = 21
UTILITY CONTACTS
FIRE MARSHAL'S NOTE
CTGA-N1D2I DD O PJURISDICTIONAL
RAM
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PARKING INDICATOR
INDICATES THE NUMBER OF
HANDICAPPED PARKING
1 THROUGH 25 = 1 SPACE REQUIRED
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Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power
Fire lane markings and signage:
TYPICAL PARIQNG SPACES
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P.O. Box 1877 P.O. Box 1458
"No
PROPOSED SPACES = = 1 HC SPACE
HANDICAP PROVIDED = 1
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Winchester, VA. 2:2604 Hagerstown, MD 21741
Any Parking" signs and yellow painted curb and fire lane
TOTAL SPACES = 22
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(540) 868-1061 1-800-654-3317
locations
to be installed under the direction of the Fire Marshal's Office.
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Telephone: Bell -Atlantic Gas: Shenandoah Gas Co.
ENVIRONMENTAL FEATURES
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P.O. Box 17398 P.O. Box 2400
NO ENVIRONMENTAL FEATURES ON THIS SITE
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Baltimore, MD 21297 Winchester, VA 22604
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(301) 954-6282 (540) 869-1111
HANDICAPPED PARKING NOTE
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MISS UTILITY 1-800-257-7777
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FCS'A CONSTRUCTION NOTES
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Handicapped parking spaces and aisles shall slope
no greater than 2% in all directions.
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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.
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2. THE CONTRACTOR SHALL COORDINATE WITH, LAND ARRANGE FOR INSPECTION BY THE AUTHORITY.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
5EAL
COYER 5WEET
TRIP GENERA TION DATA
4. THE SANITATION AUTHORITY'S , MAINTENANCE ]DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH
Project Name:
2 IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH
ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE
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CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
BETWEEN THE TOP OF THE COVER AND 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 THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE
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Owner: Address, Including Zip Code t Telephone No.
METER BOX ASSEMBLY INSTALLED CORRECTLY..
110
GEN. LIGHT. IND.
3.02
12
3.02
36
PROPESS104AL SEAL t SIGNATURE
j� j� /E 920 BRECKINRIDGE LANE
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
5
t� 4 �l WINCHESTER, VA. 22601
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A. THE LOCATION OF THE SERVICE LATERAL. IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN
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ARK D. SMITH
PHONE: (540) ,22-0601
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
THESE PLANS AIRE IN CONFORMANCE WITH
Developer: Address, Including Zip Code 4 Telephone No.
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
"d No. 022837 l FREDERICK COUNTY STANDARDS AND
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY
LINE. THE CONTRACTOR IS TO FURNISH �& INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER.
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ORDINANCES. ANY DEVIATION OR CHANGE
M THESE PLANS SHALL BE APPROVED BY
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D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
SIGNAL ��
THE DIRECTOR OF PLANNING PRIOR TO
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
CONSTRUCTION.
Engineer Certifying Plan: Address, Including Zip Code t Telephone No.
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) ]MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3)
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MARK THE LOCATION OF THE TAP; AND �4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
I � UJ 151 WINDY HILL LANE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
SHEET INDEXENGINEEFRINGPHONE:
WINCHESTER, VIRGINIA 22602
(540) 662-4I&5
DATE:
1 /1/00
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED,
INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED.
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DESIGNED
BY: MDS
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
COVER SHEET
SHEET 1 OF 3
�`-tlpppOVAL
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ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED.
SITE PLAN
SHEET 2 OF 3
CHECKED
BY:
MDS
LANDSCAPING 8 SEDIMENT
FREDERICK COUNTY ZONINCs ADMINI RATOR DATE
FILE NO.
2530
4 EROSION CONTROL SHEET 3 OF 3
= SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL
SHEET 1
OF 3
• SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED, CO. SANITATION AUTHORITY APPROVAL
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ALL INFORMATION SHOWN AS EXISTING AND ALL
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}� I I' PER THE 51TE PLAN "COMMONWEALTH BUSINESS CENTER"
? 4 67; � 4 \ I 1 ,1 `` # I BY G.W. CLIFFORD 4 A550G. DATED 1-26-qq
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AND PAINTER-LEWI5, PLC, SITE PLAN TITLED
MI C HAEL G. PREL I P, I NG. DATED 1 /3/00. W
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RESPONSIBILITY FOR TH05E PLANS. THE
f # 1 J 1 I CONTRACTOR FOR THIS SITE WILL FIELD Z.
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/ VERIFY ALL GRADES AND LOCATIONS OF
- THE PROPOSED ROADS AND UTILITIES PRIOR
TO 6ON5TRUGTION AND WILL ADVISE
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GREENWAY ENGINEERING OF ANY GRADE I�
CHANGES THAT WILL AFFECT DRAINAGE OR W C\2
AGGES5 OF THIS SITE. 0 ►n
P. L N. 75 — %(A)) 91 E .� JCID
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LOT 5 �. �. _ .�T TAPER CURB HEIGHT DOIM� �-12 � C��l d�
`�------- M'� - - To o AT T,is POINT oa � 01 Cv �
i \\� ti� / f^) �� �- __ --___ q .• fry. _� - — , �` .,� PAY CG-12 AY ljW 12 APPLICABLET FU HEIGHT �+ CD
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ZONED. B 3 � / I-3 '_I C
511E' BARS • 12- OC «t ««•N•:,
` MINIMUMA1 CONCRETEBUSINESS WIDTH
SIDEWALKCOY" I lrr. USE.AUC • 1«:: N � _1 � o C\217,
PSMISSIBLE
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... �. �... ~ '-- y ` f ; \ RADIAL Fu►N ► p4a" BARS 2' Gc
' / / 1 COVER I I/r TYPICAL USE
ALTERNATE RADIAL PLAN * FOR COMMERCIAL ENTRANCE '� � 0 O
' _.� ` ENIRMK:EST APPLICABLE STf2EET (HEAVY Tauac TRAFFIC ANTICIPATED)
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i � >>,, T(��' f44/ �' ` `—___. ooaISSIBLON JOINT ENTRANCES AND 1 OMt,ERgAL SEE STANDARD CG-13 SHEET 203.10 �'
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Q' �15Et!1LD W�B I a1GHORD-36.01' SN"ALK Al
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(n t RADIUS = 325.00' PJ� i' c"` ~~ `"` - ' _ �-M _ - _ _ _ _ , `� 6. .•. �«.� :a• RAMP Flooa �
LENGTH=36.03 t � �`rll } �' ' f ---- - �M.� J _ _ — — �' -- A� «:':s �9 °' v) W
(` PROP. �� �- �— 45 _ 0 1 u _ _ _ _ _ _ _ 1 w :.:tom::• ...+ 0 0
O i' i _ N 34 I6 16 E _9,�7 a— �, TANGENT PLAN
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1— co a1 / 0 '¢Goy +J .l �% _ _ _ — IRE L sLOPE,2, MAX m >
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y �' 4J �I '`- CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP- a� W U)
• 7" WHERE SYD. CG-3, CG-7 IS USED Ho�
'Z, ,^� C '�` GG-61` SEE I GA '-r � 1 ,. �` •-,; 9DEwNx AREA REW EMENNTT TARO NINUM RAMMP FLOOR (RAMP FLLOTEGRAL ORM AY BE PRECAST SURFACEARNING CAST IN RACE)Tt. THE DETACHABLE
WIDTH OF
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O "'t 1 j f` tt".�r� (� vl j 4V 1L I 484 s� 4 (WITH OR wnHOUT BUFFER STRP) ACHIEVE A Ir:I SLOPE
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A MAXIMUM SLOPE SLOPE of BY AN EXPOSED AGGREGATE FINISH. RAMP Sf1All NOT
N LL/ f' In JJ j� /' /� �/y� i �' f a GI 2 B% , 3 , - - 1.
OR cc-e Ell MAX._- FLARED SEES OF CURB RAW TO BE POURED MONOUII#CAILY M17H RAW BOOR OR �-
(Z A� p ( l! f ��/��i'0 ` rr�43�' ��T 1 �JILDiNO SETBI' C !_ INS 1 iC 3_ BY USING PERMISSIBLE CONSTRUCTION .ANT WITH REGURED BARS W
O (U'l ` lr j , `� \ �. �V / /}I l `' p / , I L /// �w '� • . Y DEPTH TO BE USED 04EN THE ENTRANCE OF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT Z
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40 fff r N l SECTION A -A REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST ATE SHALL BE CLASS A-4.
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TRUCK TRAFFIC, REQUIRED BARS ARE TO BE No. 5 xe' PLACED I' CD47ER TO CENTS ALONG BOTH SIDES
SLOPE I2:I MAX. OF THE RAW FLOOR. MO-OFPTH OF RAMP FLOOR. NHwRM CONCRETE COVER 11/r. z V
�/ % , PROP. t� / 1 ~ THIS M MAY BE CAST CURB RAMPS WILL BE MEASURED NO PAID FOR AT THE CONTRACT UNIT PRICES FOR W o
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J � .� r ,! ' '-- s'.e' IHras • lr oc SECTION °B-8 HYDRAULIC CEMENT C011filETE SOETIMIC AND EXPOSED AGGREGATE SOEMNJ(. O `p v Z
TO CURB
RAMPS
PAYMENT FOR CURB/CURB h GUTTER
+L � \r n 'n -� � b (XMISTRUCfICN JOINT W►IE]C USED N CONJUNCTION YMM CUIREIM" & GUTTER SLOPE TRANSITIONS ADJACENT
OG-7 71E ClIHM3�FACE N�OFI�7NSN
O r � J n � \ LINTS OF EXPOSED AGGREGATE SIDEWALK STANDARD IS 70 BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION.
f€ Q 1 / ^ lr. 1 �46 0 N 2 SM-2A // r I K ® CURB RAMPS ARE TO RE LOCATED As SHOWN ON THE PLANS OR AS DIRECTED BY THE ~ J
¢,) (j�//{J X A /��y y� {,� TREATMENT WHERE WIDTH of aDEwnuc OR SIDEWALK SPACE rs LESS THAN 7'-4'
,.Q "ILROAD 5PIKE IN EKiEER. TREY ARE TO BE PltO1!)ED AT NTERSECTIONs M%REVER AN AOCES51BlE � p
(Y jv/� /^O 7O4d r . % l `482 1 �} 1/1�-i�/fr} ■ ACCESSIBLE ROUTE IS DEFIED AS A CONTINUOUS UNOBSTRUCTED. STABLE. FIRM AND ROUTE ■ WITHIN THE WGNT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD- W V O
t �/ 44 ` ` y ✓ Q �g if f d � �II�JJIGN1 1= H SLIP RESISTANT PATH CONNECTING ALLY PERSONS
ONS ED M0131 OF A FACILITY THAT CAN OFFLEST FROWHEM
PER SIDEWALK CROSSWALKS IS EXISTINPROPOSED OR NONELANS Sn7/T. THEY MAY BE (IMP! V
PROP. GG-II , BE APPROACHED. LIdlEREO AND VIED BY PERSONS WITH MOBILITY IMPAIRMENTS. ENGINE FROM PEDESTRIAN TBEL As HIND HI PLANS OR E DIRECTED BY THE I,
ENGINES, BUT sH+olxn Nor IC LOCATED m•D VEHICLE Sttp LNL'S Ex LIGHT POLES,
1 FIRE HYDRAIITI DROP IlE7S ETC WILL ALSO AFFECT PlA(X7ETIT. V
i / „ l i / ^ 5R -� SPECIFICATION CURB RAMP
ENTRANCE � tL (TYP) /` � � REF7 W QC
W /�d` /( 0 f tr dJ . r i{ tTi. (t{ �, 502 (PERSONS WITH MOBILITY IMPAIRMENTS) a fWV
Lf)
PROP. 20' / O F j r� y: �Jj r.�"304 VIRGNIA DEPARTMENT OF TRANSPORTATION zoaos
r W f r r r �„ .. (Y :I
P.I.N. 75%»-91 B �,zESMT. oP. /8 3 ry�� 487 o _ `-- �, �„ 4 w
LOT 2 Q /OP. 8"xb" T,APPIN6 TE ME
EEVE AND VALVE + N 6 48Z LL /�
~ / , ` �, ` f 49-1 4J P.I.N. 75 ((A)) 91 G I P. I. N. 63— A 8R✓ roo'{d°w ". as mainlM»
'� -..: � � •• street tylxaach rune
(( )�
ZONED: B-3 1 m / lf0 BE INSTALLED BY F w� f'RQP. 4' S/W.. I.49-1 L�% 1,,� H = A Y p O
USE: INDUSTRIAL 1 ti / >✓ FREDERIGK'GOUN7Y pp �01 H.P. H000, INC. w o o
z' / SANITATION AUTHORI /� 1/ J PROP. BUILDING 80' i MAN DRIVE ZONED• p�3 rn (Radius to be °' Radius to be °'
1 . .Radid Combinotb ( E-' m O
shown on Plane) shown on plans)
w �- MOUNTED LIGHTS r DO°R I _ ZONED. M-2' "i curb and gutter
m o ,
/ 45 d4 9 DooR y 4�1USE: INDUSTRIAL \ (st d. e) / Q O (V ry
1� 0 '� %�� '` ; s ro ., 0
u PROP. G6-12 ; /(/� '` j 'fit l 49 st'a c�,z Q g Q 2' 2 0
j - W / A.•s.t!- /J j • N f tf Sidewalk e 4,
MAINLINE p 4 1/� 6- r '� 84A t e- CL or twnd now, Lin
°� I
n f ' ,� /f PROP. PROP. SINGLE STORY �' ewe street Ov
/ ! / \ ..
INV-131.46 f / 45 + jl. �` , / H.G. RAMP p OFFIGE/WHOLES;�LE TRADE p I / Expansion
I ' '.� 4000 50' FT. In / A Rase A3 (H.ES.) i�
l24 20 (TYP. E / / ' Mlairdine roadway Concrete
HEIGHT = 12 / Note. WwB, ",- z'0- or ae
,1 1 shown on typical section. 0004
F.F. = _14� 50 6 1 j C N N d
PLAN VIEW SECTION C-C O Z
_ 1 7 TEST PIT i m/ / o N C)
�?IH = -741.0(0 I r 8 I �/l�ryJ ° 4 J
f Z.
S % REO D I Q
-+ , ( t
1?�i'J G�1T n-i 55` /ME
. ®; N. W ' ) a) ' ad' I, T , / f� !
do 8 F,Q + `�L?� / 48 �S — IS EUILDIN& 5 BA(::.� LINE in conocttioonG:� wo ° � �n"Mt � pR
note iM 1°sowinE
f , �. ;� J ��Q h INV=14-�.5 5' ' ■ Construct grade thong" wtth a parabolic curve.
/
of Sal"-74q (^�yi / / «Mdni,e p n, rewk d fo w online .d
j[I t 7 v7� % � f I 10' Parab°Mc Curve to iAe R/W ItMe (except my sWgrodc
Edge of moulder Slloopee Chonge ■ D m. stabilization,
enttra entrance.)
for mainline
/ ( povement which can be omitted h
14q , ! ( or Optional Flow Line _D ♦ Roalal axe or combhation axe
_ - - and gutter shall not be cartructed
/ rf �F.C.5.A. TO i1AKE GLEANOUT 100' - 4" SAN. SEWER GLEANOUT IRE / i - ---- _
Mainline Roadway - - SR Max. beyond the R/W line except for
t % 5 34 ° 16' 16 " W - 331.18' '' �� a,an� - ° replacement paw
✓ t When used in coopcti n with Stondai d
r ,r TAP AND RUN LATERAL( INV=13�%08' LATERAL ®l.0% INV=146.08' i I ,G Mh Tor str«t Connection y �tl are face aid�n,.
TO PROPVRTY LINE !fz!r , I rStwxbrd
'� •/ 1 5• Min. 20' DeeAable for mountable curb omflp)1er�lo".
/ % �r / APPROX. LOCATION OF PROPOSED r `, Commerical Entrance
, / l — UNDERGROUND 6A5 d ELECTRIC LINES — — — — — — — — — — — — — — — — — — — f— I f to eusedStandard cG ,2 for charCurRamp design
SECTION A- A When
n used tNun e r Standard
� entrance
ire � its anticipated h"
% i5' EUILDI dv �ETEAGK LINE / -~' / f GureellRHes Tnr Grade Change D °r gg�n,e a t°ae should proposed
given to ■
r / �f �; l� ,` J
f l! "� l l NOTE: ALL UTILITIES TO f� 1 I t° 7 Inches
BE PLACED UNDERGROUND f // �� / # High (m r* thaColn
15M DNtetable Maximum •optional Bowline may be used for entrance. Q
P.1. N. 75— ` to —91 D L i H� (mar. lhan ,SOD ,�, Q x 3 x h a� pect>«,s.
J t\ I T Medlum 1300-15(D VPD) S-3 % as
'� / .- LOT 4 _ .- , �' j Los <Mn than 50G VPD> Le x 8 R portioOpgann
gums mo preclude
aI a
;J(� r I '� j
� !/ � � partbn of gutter to eciude of rater.
ZONED: B 3 'S I J
Q / USE: VACANT �r /l CONNE�„�, FOR STREET INTERSECTIONS zaa�
AND COMMERCIAL ENTRANCES
VIRCx11A DEPARTMENT OF TRANSPORTATION w
/�� fIf
T/l
CO
Z p
/ r Aj V ! / / V' 1- ? i i PROP. GRADE i W �-'
f EX. I GRADE c I I O Z � Y Z
3
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7
' / m
74 -- - ;
_. 8 :
•
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EX. GRADE+ E,
PROP. G 1
/ 3
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746 t 1 rT,
' .."...-_....__..__.,i. � ' � ICI
PROP. LANE
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BY OTHERS
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cue � ..__....._.�...__..__ � ....___.._--.-._�._ _..-.__._._�.._
PROP. PAVEMENT 1
10" BASE 21 0 s { bW i a
4" BM 2S
t
8" 2'-(Y i i
i
"
i f
.Jr SM 2.5A i 4
1
742 `
THIS AREA MAY BE CONCRETE BOTTOM OF CURB h GUTTER MAY
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE
ACE COURSES.
HIS a" IS TO BE USED WHEN PROVIDEDSLOPE
EA MINM UM � OF 7' `'r. •V Q Q
DESIGN SPEED 5 40 MPH OR LEIS IS MAINTAINED.
ON RURAL HIGHWAYS AND 45 MPH
OR LESS N DEVELOPED URBAN
SUBURBAN AREAS.
COMB. CURB s GU7TER HAVING A RADIUS I 1 =) W NOTE -
IL
v
OF 300 OR LESS ((AIDING FACE OF CURB) ._... ___.........
'
i
..__
SMALL MP PAID FOR AS A RADIAL COMBIN-
ATION CURB k GUTTER.
I
THIS ITEM MAY BE PRECAST OR CAST IN PLACE. J. W'' QA I N t _ DATE: i/1/00
CONCRETE TO BE 4000 PS IF PRECAST.
A3 IF CASs N PLACE. = J _Z_ `^
t,r tLL,,,��� , i Q �.7
�Ro-� T " COMBINATION 6" CURB AND GUTTER u1 ,
,OS (NOT TO SCALE) O (V ti' nl �I' SCALE: 1 = 20
50J2 NRGNIA DEPARTMENT OF TRANSPORTATION 201.03 ' ;m m
0 10 20 30 40 50 60 70 0 10 20 30 40 50 60 20 10 O 20 40 DESIGNED BY. MDS
PROFILE THROUGH ENTRANCE PROFILE WATER LINE iiiiiia FILE NO. 2530
SCALE. 1 " = 10' HORIZ SCALE.- 1" = 10' HORIZ SCALE: 1 " = 20'
1 " = 2' VERT 1 " = 2' VERT SHEET 2 OF 3
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EROSION NOTE LEGEND ALL INFORMATION SHOWN AS EXISTING AND ALL
I ITEMS LABELED "BY OTHERS" HAVE BEEN SHOWN
I ,E i PER THE SITE PLAN "COMMONWEALTH BUSINESS CENTER"
BY G.W. GLIFFORD d ASSOC. DATED 7-26-qq
S5EDTEMPORARY
IMMETRAP AND PAINTER-LEW15, PLG SITE PLAN TITLED
i "MIGHAEL 6. PRELIP, INC." DATED 1/3/00.
6REENWAY ENGINEERING AGGEPTS NO
( / RESPONSIBILITY FOR THOSE PLANS. THE
t GONTRAGTOR FOR THIS SITE WILL FIELD
�� GE CONSTRUCTION ENTRANCE VERIFY ALL GRADE5 AND LOGATIONS OF
I THE PROP05ED ROADS AND UTILITIES PRIOR
TO GONSTRUGTION AND WILL ADVISE
6REENWAY ENGINEERING OF ANY GRADE
SILT FENCE GHANGE5 THAT WILL AFFECT DRAINAGE OR
X AG6E55 OF THIS SITE.
......-
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/ 7 . I % I I f i r` r i✓ 1 " 1 \4- 1 .--._.._ _ _...._ _ -. _ -. i
tr�
� 1
` 1(71 "
);G_ % * /� IN =74C 05,
PROP. 5' HIGH HEDGE _ —15' I�UiLD Nt' 'SETBACK LINE
�� J ! BR6=N36°43'II"W 71 � ¢ ?• , �-�:-� -_. SPACED 3 FROM--�
� Q' ; RADIu5=325•00' OF l�RB
uJ LENGTH=36.03
I= J 4 PROP. IN34°ib'16" E69.&7'_. _ _ _ _ _ _ _ _ _ _ _ _
Q 0� �Z EG-i r — i4 IRF "I, �
elsssssseee\ '\
CL
ryOw �' dP fill
Jt �CY�'ry ry it/I �' ! D TGH EGTI N X —,s' — — — — — —
( f , GI SCOdklq
Q r 0 �' �2 ��0 ��� 12 % 151 BUILDING 5ETBAG\ LINE
Outf r- 1 Q; �; Q'^ r O
I � 1 \ Seed shall be evenly applied with o broadcast seeder, drill,
1 / Cf �AA, N / q cultipocker seeder or by roseeder. Small grains shall be
planted nopl more than one inch deep.Grasses and legumes
shall be planted with no less thou 1/4' soil cover.
1 .- `\`T 1 I ..ram F,i l✓
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I T \ �- (,� 2" SM-2A +` t I
N5 A�L WA5H RAG / MA
x RAIL AI7 SPIKE IN
/ v
v IN GgN.UNGTION / l�' � ! X {� #i �O-I�QQ
i1( WITH,STONE. 05
ELEVA"VON = 150.-0'
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P. Ie ((��-91 B N. 75— �_ /
A - / --•- z °
LOT 2 o / 1:.� /; ° t " P.LN. 75— A — —
�(»-91 G P. 1. N. 63 ((A)) 86
ZONED: B-3 zro.��,
�� / - LOT 4y4 rn He P. HOOD, INC. .
USE: INDUSTRIAL JI % , ; , r ,} , ' PROP. BU I LD i N6 8O � DRY ° ZONED: 9-3 rn I
dz) I 1! to jI / - �MOUNTED LIGHTS I ZONED. M-
w DOOR X USE: INDUSTRIAL
"
QT
PROP. SIN&L
MAINLINE 11 d
'
ry / I / 0 STORY
INV=73�.46 �` l� - OFFICE/WHOLESALE TRADE -f
O )
.- _ 124' 7n' (TYP 40 . _ T FT. X
34 ® 3' O.G.
JAFANESE YEW
TIME OF
CONTAINER
PLANTING
SECTION B-B
SX.M AWO Golan 19V NZOW 37oia * for Sol ertmion anal Sdai7letf Can mil 16, MV Pbtb 302-1
iOURCE: VA. DSWC
'COARSE AGGREGATE SHALL BE VDOT /3, /357 OR fS
OUTLET (PERSPECTIVE VIEW)
PLATE. 3.13-2
DRAINAGEWAY INSTALLA77ON
(FRONT ELEVATION)
SLIT Adolpled from tofFal ban of main ad Fabric FJter likr7;as fair Selfmset Gil till. RX PINE
2wilood aid "
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 Tail Fescue
90-100%
- Improved Perennial Ryagross •
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 Gross
2 lbs.
- Seasonal Nurse Crop••
20 be.
_
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 Ibe.
- Seasonal Nurse Crop**
20 Ibe.
- Crownvetch •"•
20 Ibs.
150 lbs
• Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed
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•• Use seasonal nurse crop In accordance with seeding dates as
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stated below:
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March. April through May tSth Annual Rye
uJ
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
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•*• If Flatpeo Is used, Increase to 30 Ibs./ocre. All legume seed
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must be properly inoculated. Weeping Lovegross may also be
low-maintonce during
included in any slope or mixtures warmer
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seeding periods; add 10-20 Ibs/ocre In mixes.
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I I ORDERING INFORMATION Suggested C/-) 00
( / 1 MINILITER"11
f The most compact 400 watt tk,, dlight
available. Incredibly low 1.0 E.P.A.
I , Hubbees Mlmlae, II series Ilendlight5 are co'slrucled of rugged
/ ""nbutor,gM mecast elu 11., II'9erlergyefficiea wide beam �•
j rnsvrburrm ;s ideally suited br relrolming t,a an and mgS --I,
an wan: hoods del E P Aincredible eneror and cost savings
1V �,M AS compact I 0 e.A and ies P, the design. writ allow
1 / F ^asy mslallalmn on e.rsehi poles or the �rse al lighter duty
f �rnle5 un new installations wni<h will reduce overall costs For
Specification
tV
ar,wr
f nvelgre sum a Hwv,en l.pnn„°
0,•nnn MlmU1fR• II S.: c."
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4 / / --um um lately and s-only, out 750 wa6 HP S has 4 second ",e Wilke sxcoM
e +'/�.. e•M, wew,i wrn 7f ""v irxpalrrlw ga,.nae ~ a•H
Was hMlght Lens Assembly - Impact resistant. tempered
is mounted Ina die call aluminum don, M:` re Tool less inn wr ,M. M eoMre --
n!,y riNu�ng hvo stainless sleet latches seals the uva assembly A'�t�'b lr.n
/ I i^ an oho tided slhcone gasket This provides easy access forr amu„g The system is wealhe Ighl and corrosion resislant
xxxxxxxxxxxIIiIRF I rooptical System - A three piece effector assembly provides
' ecreM wide beam general illuminalron with even distributor.
Btaother - Filters air and prevents dust buildup on
re iecMa surfaces. Provides maxwum performance with DIMENSIONS EL sP.
1 ! minimum maintenance. -
�'` Rugged Housing - Die cast, aluminum housing has a chip
r j j n l pperu nl, bronze Leind c t to pima de gn lot lily an0
arx>earance Compact and contemporary Design lot universal I
acceptance
I Integral Ballast - The ballasl is heal sunk to the housing
/ to, cxAw operation and maumum heal dissipation.
F waling Chamber - The thermally ,solaced wiring chamber is «
P5l cnw„M, iweia4
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9o'C cad T. cna,
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of `� iBT'
am+HPs
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1' a n,ml rims a^ arMroo^ai
' M s mml <hrrea MN
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/ I / locabd dveclly beneath the housing assembly. II includes a I - - - _ ° aria. mw•rp io s ,' Pa'r,„9"
I / cover pate and weathenighl bushing lot 90- C cord. It also�i i �I u9 mint n�ooh sn•i + o M /U Q
provres easy w9ring access. permits field lnstallallr of the OPTIONS The Idlowing factory installed options are available. To specify mild wwrW w
optional POT photoconhol, and allows cooler operating appropriate suffix to catalog number above tie nood,gnl N.sn ri•e a dmxe E
lempe,alure9 lot capacitor and H P S. starer o ne s„Mx WMorr
/ i ) Mogul Socket - The Minlleer 11 lumnmre has a quality ,1 PCR M'1511Oc6•,w.ewachbxxwrcwmdlS°xM+wM9s +.r,en wewvq WaiWr lye «nngn ���Mvw sit
f !! percela,n i gu base Socket with nickel screw shell to in9ure r r°9`x 0s am°n"gpaU x°n'Mr/I °^J f-i
Jorge mp life, and a 9prog-loaded center contact which provides
aposove connection with the lamp at an operating temperatures
� �++•9'ne" ^ria "'°'"'^
Trunnion Mounting - A heavy gauge creel Irunn,r IyOkACCESSORIES el For held lnslallalron wnh Mlnililer It Series. Musl be ordered separately
f I is pnvMed lot universal mounting with standard Hubbell i
b,ackeey A center clearance hole of I r, 128 5 mml also allows cet Nrtrnw axc Iron PirP'o,Mlrk PMa"Mrre �'g
% mo... ng to a'I,' 117 mm) or 1� jig meel nipple Finished in ,on,a
Brunie Leklrocole^ to complement the lumma,re I srW +Y ran aNw CrO u„gdacxr lBrmne UaxwoNl uam sweud_ a+w•,rn•m 1'-�
�• ,.-, - •-i -� Writ C,ossrm Mwnwnq ex.ar l"oasrrobl dror has e,- __ L
Additional Features- UL 1572 listed smlable to, wet localans +oNC Y�.H PIM lW ae+.nrlrwanayael fr�•1 ~�
A -^� ' CSA cemhM for outdoor use NRTL C listed Hubbell Gard^ ,nu MI,I rr.0 +9e+ Waxw P�q B,xxr llwmrroxel e t„cr O w F-�
NN9-vi I wBarom view INrbMpexna+MUI YWUx„YOM rC�
vealed e.lemal hardware IP-labllily IP55. INIS ctf sex• 1-
-s, Wol (wwa 111z ,«•r. 1 +toxna•eri llil
POT-1-PC7 Kwmnre SheN >2 an° L5a Nwe rw mlOmr %U'n) �
PeT.r• e.xm Pr.aocoMd. lzo.dr t.,uax„n «.^g inn 1 V1 r
NN9-21 s1er111x9M,roinrgeapn.Nrgna.pkawtl2i.'001 e,mre an eM•P we ,y, moo. rxb \•/ F---I
___ _ lexuaoh r.xyn living i+reJ'b -N-F 1 W' m H P 51 /''Oy LU IP�i /
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MUB9ELL Lighting, Inc. U)
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Ilv-11 Cane-. xBrxk .. sIn SwAi P,ck ". UMa,xi L i W I Mile 1e051 ON lore • Fa+ 19011 ea9-9r be . Ter. p6 4.12. � I
NuhnaIt Lld. nnnakl(:� wohom rW iM Fri.,. xw, - 13 J 1 E14—
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HU.13-ILL "Lighting, Inc. ren,i�nry �9ex slew xMmee.rMwao-ren r•„hnnus• ID'f/•1 r/-y r E
NOTE: ALL EXTERIOR LIGHTING TO BE SHIELDED AND DIRECTED TO �D U)
PREVENT GLARE ONTO ADJOINING PROPERTIES AND RIGHTS OF WAY. E I O
z W x �,
METER BOX and COVER
Box (See Note) MAZER Box COVER
16 in. Bid. Non -Traffic M32C-Poo
Traffic A32HH - T
24 N. Did. Non-Tr°fRc MC-30 (From) WITH RML-1-T (Top Lid)
Traffic MC-30 (Fromm) WITH RML-12-T (Top Lid)
thick polyethelene plastic 30e deep
ll crush strength shall exceed 3000 pounds)
treated Yx 4' wRh
topi 8- pointed blue
muter c°Lr
set 2' above
tin. grade prior ,
varies as required to soda ng
Man 18-2,' F.CS
°p 3' sEdm mater box
sournounding
36e� I (cheek valve
with drdn xrolkw
a" in. Ian U
K copper LI
Aioint r from 2 R.
main main to meter 6- stem bedding
METERSETTING PARTS transition to meter
geriffm cal
curb h gutter —
�1�aellea
w ye,
bad .dive
O1g1eoP,
.heel
' 4 y502
B18s-Z2J8
HKYI04-327TD-0
EC-23
Y3M BAah34111' HFIG1g4-J2JTI1`C EC-2J
1';504 arID1-4Mt M1CA94-M4TD-C EC-4
M
ION NOTES:
wotion of meter box aaeambty h
vi roved prior to installation.
ativica croteifng Hrael stall be
i in 2e did. SCH40 PVC or M
piping. The piping shall non from 3/4' type K
st beyond sidewalk, across the tbppx for
to one foot beyond sidewalli single nmter --.
Installation 1'x3/4e wyw
DUAL METER INSTALLATION
5/8", 3/4- & 1- METER INSTALLATION
Figure 5
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
sewers.
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\ — e' stone bedding
NOTE : Wlwe Nn°th of wervke l°tard to exceeds 75'
a dismal assembly shoe be fumbled at the
property Ro..
SEWER CLEANOUT
Figure 17
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concrete
thrust Mock
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2' min. - 6' max
stone to be mitintirnurn screw type
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of 6' above top of vahv box
kcalov, peg
swivel tee with
6' branch
HYDRANT ASSEMBLY
Figure 9
DATE: 1/1/00
SCALE: 1" = 20'
DESIGNED BY: MDS
FILE NO. 2530
SHEET 3 OF 3
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CENERAL NOTES
VD0T CENERAL NOTES
LECEND
VICINITY MAP
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EXISTING INTERMEDIATE CONTOUR--------•,- ;3
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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
330
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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
PROPOSED CONTOUR
40
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and Sediment Control Regulations and any other state, federal, or local regulations
EX E/P
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2. Measures to control erosYon and siltatLon, including detention ponds serving as silt basins during construction,
be issuance the site development The approval of these in no way
applicable. In the event of conflict between any of these standards, specifications or
EXISTING EDGE OF PAVEMENT
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J 1r SITEmust
provided prior of permit. plans
plans, the most stringent shall govern.
PROP E/P
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relieves the developer o his agent of the responsibilities contained in the Virginia Erosion and Sediment
or
PROPOSED EDGE OF PAVEMENT
Control Handbook.
V2.
All construction shall comply with the latest U.S. Department of Labor Occupational
EXISTING CURB AND GUTTER
= - - EX C&G
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) and Frederick County prior to construction in existing State right-of-way.
V3.
When working on VDOT right-of-way, all traffic control, whether or temporary,
PROPOSED CURB AND GUTTERo
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4. Approval of this does not issuance of an entrance permit b VDOT when such permit is
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permanent
CG-6 CG-6R
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plan guarantee
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shall be in accordance with the current edition of VDOT's work area protection manual.
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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 wrill be determined by VDOT personnel. "A joint inspection will be held
January, 1994 or latest edition of Road & Bridge Specifications, Section 104.04-C.
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EXISTING TELEPHONE LINE
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with the Developer, Couty Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
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(VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be
V4.
Design features relating to construction or to regulation, control and safety of traffic may
-� EX. 15" RCP
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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 SEIfER
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP 15" RCP
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SCALE 1 = 1000
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be the Also,
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 available at construction site. a
land use permits for any work on VDOT right-of-way.
SANITARY SEWER
representative of the developer must lbe available at all times.
EXISTING
PROJECT INFORMATION
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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 SEVER
Control Devices (MUTCD)l
arranged and held by the engineer and/or developer with the attendance of the
EXISTING ELECTRIC SERVICE
contractor, various County agencies, utility companies and VDOT prior to initiation of work.
MAGISTERIAL DISTRICT BACK CREEK
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8. All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
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PARCEL IDENTIFICATION NO. 75-((A))-91G
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embankment.
V7.
Contractor shall notify the local VDOT Residency Office when work is to begin or cease for
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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
- _ _--- --- -
LOT AREA 43 560 S.F.
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than 6 will require revised pavement :section prepared by Greenway Engineering and approved by the owner.
inspection.
PROPOSED GAS LINE
DISTURBED AREA 30,492 S.F.
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CURRENT ZONING B-3
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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
___
CURRENT USE VACANT
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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in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02.
FLOW LINE
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PROPOSED USE OFFICE & WHOLESALE TRADE
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
BUILDING HEIGHT : MAXIMUM ALLOWED = 35' PROPOSED = 12'
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be minimum 6" diameter and conform to VDOT standard SB-1.
through construction.
FENCE LINE
SIGNS : NONE PROPOSED. ANY FUTURE SIGNAGE MUST CONFORM WITH
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
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THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY
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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
ZONING ORDINANCE.
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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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OUTDOOR LIGHTING PROP. BUILDING MOUNTED
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
V10.
All water and sewer lines within existing or proposed VDOT right-of-way are to have
EXISTING WATERLINE If/ TEE
DUMPSTER NONE PROPOSED
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
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minimum 36" cover and, when possible, to be installed under roadway draina a facilities.
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PROPOSED WATERLINE W/ WE
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BUILDING SETBACKS REQUIRED: FRONT: 35' PROPOSED: FRONT: 61;3
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condition at all times.
SIDE: 15 SIDE: 16
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. glto the a • pp ro P riate utility company prior P y P to construction of water and/or sanitary
14. Notification shall be och
V11.
Any unusual subsurface conditions encountered during the course of construction shall be
PROPOSED FIRE HYDRANT
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REAR: 15' SIDE: 79.2'
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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
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sheets, and connections) to existing lines.
vicinity until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
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OPEN SPACE CALCULATIONS
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15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
V12.
All undercut areas and borrow material shall be inspected and approved b VDOT Inspector
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to of fill.
PROPOSED WATER METER
EXISTING REDUCER
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25% OPEN SPACE REQUIRED
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prior placement
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PROP. BUILDING = 4,000 S.F.
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16. The location of existing utilities shown in these plans are taken from existing records. It shall be the
contractors res onsibil4 to verify the exact horizontal and vertical location of all existing utilities as needed
VI 3.
All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall
PROPOSED REDUCER
PROP. PARKING = 1 S.F.
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be in 6" lifts to 95% theoretical density determined by
STOP SIGN
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TOTAL = 14,190 S.F.
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prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
compacted of maximum as
utility verification and the proposed construction.
AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width
VEHICLES PER DAY COUNT
100
14 190/43,560 = 33% OPEN SPACE PROVIDED
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of any dedicated street right-of-way. At the direction of VDOT Inspector density tests
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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
PROPOSED STREET NAME SIGN
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F.A.R. CALCULATIONS
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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
PROPOSED SANITARY LATERAL CLEANOUT
MAXIMUM PERMITTED = 1.0
final VDOT approval.
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18. When grading is proposed within easements of utilities, letters of permission from all involved companies
LOT AREA = 43,560 S.F.
must be provided to Frederick County prior to issuance of grading and/or site development permits.
V14.
VDOT Standard CD and UD underdrains shall be installed where indicated on these plans
SANITARY MANHOLE IDENTIFIER
12
PROP. BUILDING = 4,000 S.F.
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and further where determined necessary by VDOT Inspector.
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19. The developer will be responsible for the relocation of any utilities which is required as a result of his
STORM DRAIN STRUCTURE IDENTIFIER 6
4,000/43,560 = 0.09 F.A.R.
project. The relocation should be done prior to construction.
V15.
The installation of any entrances and mailboxes within any dedicated street right-of-way
shall meet VDOT minimum design standards and is the developer's responsibility.
20. These plans identify the location of all, known grave sites. Grave sites shown on this plan will be protected
EASEMENT LINE
LANDSCAPE CALCULATIONS
in accordance with sta4 law. In the event grave sites are discovered during construction, the owner and
V16.
If required by the local VDOT Residency Office, copies of all invoices for materials within
CENTERLINE
PARKING PERIMETER = 1 TREE PER 40'
engineer must be notified immediately.
any dedicated street right-of-way must be provided to the VDOT Inspector prior to
525'/40 = 14 TREES REQUIRED
acceptance of work. Unit and total prices may be obscured.
EXISTING SPOT ELEVATION
1~°0
INTERIOR LANDSCAPING = 1 TREE PER 10 SPACES
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
+
22/10 = 3 TREES REQUIRED
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
PROPOSED SPOT ELEVATION
7153
TOTAL TREES REQUIRED = 17
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
EXISTING TREE DRIP LINE
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TOTAL TREES PROPOSED = 17
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
account receivable basis.
PARKING CALCULATIONS
professional engineer and results submitted to Frederick County prior to pavement construction. If a
geotechnical report has jbeen prepared., it should supersede the requirements in this note.
V18.
Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector.
EXIG TREE
�; ` `= �i 15" OAK 15" PINE
REQUIRED PARKING:
OFFICE = 1 SPACE PER 250 S.F.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
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WHOLESALE TRADE = 1 SPACE PER EMPLOYEE
or blasting at least twoj (2) working days, but not more than ten (10) working days, prior to commencement
PROPOSED TREE
cqM, RED MAPLE
OFFICE = 576 S.F./250 = 3 SPACES
a
of excavation or demolition. Names and telephone numbers of the operators of underground utility lines
WHOLESALE TRADE = 8 EMPLOYEES = 8 SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
HANDICAP RAMP (CG-12)
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DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
TOTAL SPACES REQUIRED = 11
TOTAL SPACES PROVIDED = 21
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UTILITY CONTACTS
FIRE MARSHALS NOTE
STANDARD RAMP CONSTRUCTION
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HANDICAPPED PARKINGPARKING
INDICATES HEDICATOR NUMBER OF
1 THROUGH 25 = 1 SPACE REQUIRED
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Water/Sewer: Frederick County Sanitation Authority Power. Allegheny Power
Fire lane markings and signage:
TYPICAL PARKING SPACES
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P.O. Box 1877 P.O. Box 1458
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PROPOSED SPACES = = 1 HC SPACE
HANDICAP PROVIDED = 1
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Winchester, VA. 22604 Hagerstown, MD 21741
Any No Parking signs and yellow painted curb and fire lane
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(540) 868-1061 1-800-654-3317
locations
to be installed under the direction of the Fire Marshal's Office.
TOTAL SPACES = 22
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Telephone: Bell -Atlantic Gas: Shenandoah Gas Co.
ENVIRONMENTAL FEATURES
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P.O. Box 17398 P.O. Box 2400
Baltimore, MD 21297 Winchester, VA 22604
NO ENVIRONMENTAL FEATURES ON THIS SITE
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(301) 954-6282 (540) 869-1111
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HANDICAPPED PARKING NOTE
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MISS UTILITY 1-800-257-7777
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FCS.A CONSTRUCTION NOTES
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Handicapped parking spaces and aisles shall slope
no greater than 2% in all directi
directions.
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1. WATER AND SEWER LINES AREI TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET
ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.LU
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2. THE CONTRACTOR SHALL COORDINATE WITH, ALND ARRANGE FOR INSPECTION BY THE AUTHORITY.
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3. EXACT LOCATIONS OF WATER �D SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR.
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Project Name:
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TRIP GENERATION DATA
BEFOREION
ER ISNANCE
FRAME AND COVERTION
2," SIZE. PERMANENT SETT, THEY REQUIRE:) THE TO BE PROPERLYETERS ALIGNTHROUGH
ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE
FfRE�IlEfR fRE T I C L 5 LTD.
CLASS
USE
PER PERSON
NO. EMPLOYEES
TRIP RATE
VPD
BETWEEN HE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER
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BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE
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Owner: Address, Including Zip Code t Telephone No.
METER BOX ASSEMBLY INSTALLED CORRECTLY.
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110
GEN. LIGHT. IND.
3.02
12
3.02
36
PROFESSIONAL SEAL g SIGNATURE
1� 920 5RECKINRIDCzE LANE
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
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SA ( IE WINCHESTER, VA. 221 1
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN
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PHONE: (540) 122-OCoOl
APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
ARK D. SMITH
THESE PLANS ARE IN CONFORMANCE WITH
Developer: Address, Including Zip Code t Telephone No.
B. HE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
"d No. 022837 FREDERICK COSTANDARDS AND
tAJTY
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE HE TAP AND BRING THE PIPING TO THE HPROPERTY
LINE. LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL E METER.
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ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE SHALL A
SAME AS A E3O Ke SAME AS ABOVE
D. HE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
PLANS BE BY
u`SI®NAL�
THE DIRECTOR OF PLANNING PRIOR TO
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
CONSTRUCTION.
Engineer Certifying Plan: Address, Including Zip Code t Telephone No.
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3)
MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED.
151 WINDY HILL LANE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE 'TO AN EXISTING MANHOLE BY CORE DRILLING HE MANHOLE.
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SHEET INDEX
WINCHESTER VIRGINIA 22602
ENGINEEfRING (540) 662-4185
PHONE:
DATE:
1/1/00
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED,
INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED.
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DESIGNED
BY: MDS
9. ALL FIRE LINES SHALL HAVE i DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW
AS PERFORMED BY CALLOW TRANSPORTATION CONSULTING ON SEPTEMBER 23, 1998.
COVER SHEET
SHEET 1 OF 3
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CHECKED BY: MDS
ASSEMBLY AS REQUIRED. E ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED.
,
SITE PLAN SHEET 2 OF 3
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LANDSCAPING E SEDIMENT
FREDERIC< COUNTY ZONING ADM( TRATOR DATE
FILE N0.
2530
4 EROSION CONTROL SHEET 3 OF 3
• SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPARTMENT APPROVAL
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SHEET 1
OF 3
• SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FRED. CO. SANITATION AUTHORITY APPROVAL
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ALL INFORMATION SHOWN AS EXISTING AND ALL
J ITEMS LABELED "BY OTHERS" HAVE BEEN 5HOWN
744-67 PER THE 51TE PLAN "COMMONWEALTH BUSINESS CENTER"
BY G.W. CLIFFORD 4 A550C. DATED -7-26-9Q
AND PAINTER-LEWIS, PLC, SITE PLAN TITLED
S I "MICHAEL 6. PRELIP, ING." DATED 1/3/00. W
I ! 1I } GREENWAY ENGINEERIN6 ACCEPTS NOUj
RESPONSIBILITY FOR THOSE PLANS. THE
CONTRACTOR FOR TH15 51TE WILL FIELD Z
VERIFY ALL GRADES AND LOCATIONS OF
Ir ,� sti THE PROP05ED ROADS AND UTILITIES PRIOR
TO CONSTRUCTION AND WILL ADVISE
6REENWAY ENGINEERING OF ANY GRADE
II GHAN6E5 THAT WILL AFFECT DRAINAGE OR W
--�� ii f •� -.� �� ACCESS OF THIS SITE. 0 0
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91 E `' i P1 CG-12 CQ �
t )1 \i\ • \��+. ', \t �, j I _-.-,� ,1 L 0 T 5 3 CONSTRUCTION JOINT TAPER CURB HEIGHT DOMN ;1
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- - - - - - MIL - - - - TO 0 AT THIS POINT OR WWI ID fC �
' FLI'� �� _.....��--.---``• ` PAY LINE CO_12 AY UIE cG-12 CONTINUE AT FULL HEIGHT 28
f ion ZONED: B 3 WHERE APPLICABLE CV
Sr BARS a 1r OC ••••: ., SIEWALK ^• ; ...:. 00
` f f , `r j • ! \ oR VAR- MINIMUM CONCRETE
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SPACE
`j I f USE: BUSINESS ' `� �.MA`� g� COVER , „f y 7:� • �� o
✓ ✓ ! }� j ) %/ 4: 1. •� ` , - ,_s,l e--+ cr>I�sTsrocP n°oN�'iofM/ Z ~ t
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/ f / ( ---• \ RADIAL PLAN sUM CONCRETE
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/ ` FOR USE AT APPLICABLE STREET (Huw TRIICIK TRAFFIC ANnoPATED) � O
✓ - - l 1 1 �J �_ �P r+ -� ' ~ - _ _ µAR----- --- w - ' `-`_ �.� -_ _-_. / _ _ / -' i� ' \ A`j CONNECTIONS AND COM►ERCIAL SEE STANDARD CG-13 SHEET 203.10
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T'7 1 `t'�1•:',.%I�1' �_. "'w 1 L < •s• MN CONSTRUCTION JOINT U �C
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✓ ✓ /� j CHORD=35.01' / J r� 1 j' lam- — j ' —1 �1�4L1�' Na �CTBr�GK LINE �` --�i �j '� w"A�cTIbR , �11
f I S I ! .� ,`� SDEY/ALK.jN
(n ! BR6=Nab°43'II "W 1i "} -^ = _ �_ _ -- _ -_ __ SPACE A �>
W I i RADIUS=325.00' a ��` / / "^"-'� _`_ - - _- ` `` s_ »• • .N N e� RAMP FLOOR
LENGTH=3b.03 )% / S�(�/l�1 r` ''�•—�� - �_ `� _-- -� — — 6. ..• i::,.�•Nt,+'' m v1
PROP. r / �' �C� / I`= 48 r - —• 0 1 u - ' � _ _ - M _ . _ _ __ , � � � __ � — ` y A e;•,:S• � O O
Q� / W , EG-i _ _ 7 N 34 I6 16 E9 8? _ TANGENT PLAN SLOPE 12:1 MAX. G �
d S r % > l r .� 4g IRF �� e. ..
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43 Z J'�J11 l �• VIEW t~
/ / • r WHERE STb. CGr3, CC-7 IS USED
1 f Ct1RB RNFP FLOOR TO BE CLASS A-3 CONg2ETE (CL/LSS A-4 IF PRECAST) Wf7H SIP- a� W U�
j A ®.+�' � ""1` I SIDEW" AREA T-4' IS THE MNM111 RE.�STANT NTECRK OETAp1ABLE WARNING SURFACE COVEIbIK• TIE ENTRE Y�TH OF THE
I `` G6-6� SEE I GA REWREMENT TO
_ l () •1 RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CRET IN PIACE). TIE OETALL NO
p h / r ry 4( / f 46 1 / 484 -� STD. CG-2 (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A tY:l SLOPE WARNING SHALL BE
PROVDED BY AN EXPOSED AGGREGATE FNISN. RAMP SMALL NOT
(O ,� �� !1 � firy/I� ,ry 1'I D' GI 2 B/ �' D ITCH EGTI N —�°'% �`., 4 4 0R CG-8 •6 9.33x MAx r 4• EXCEED A MAXIMUM SLOPE OF 12:1.
/ ,� $ZT , 11-i I t I C I="'�I� ! LINE
'- I BY VS1lCPEP//59BLF FLARED SIDES OF CURB RAMP TO BE POURED OONSTRUCTION JOINT 1MR1W�ALLY VAIN 0URm BARS.
RAID FLOOR OR
j BJ.L.D,Pd;� 51E i E-A: L_I: E � � \ � W
02W 1 0 Jj 1f lw Ql�� 43 f f !� q 12 P I R cANrgr BE ACCOMMODATE �n'�iE TURNING
IF90 THAT
RAMP
�M RLARED sSM CAN"BBCAST IN PLACE AFTER FOR
PLACEMENT O"F'�PRECAST RAID W
40 f, 6 N i SECTION A -A REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 1 f�
n.
d J/ ITYP) 1 // PLACED I'
``` Kf^�`` `l,3)1.�t 11 u �� / J 1 '_T f �✓ f f \ SLOPE 12:1 MAX. OF THE RAMP FLOOR. �MDD-DEEPPTH OF R FLOOR LOOR. YINIIIM OOONNNCRETE ALONG BOTH
sDEs 2 p
'`�S �' �5�•` /) f / THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR W O
�- t , 'f PROP. OR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AID EXPOSED AGGREGATE SIDEWALK, � � v
-12 �J f ' F COMPLETE-N-PPACF-
I s'r6' BARS a 12' OC SECTION B-B consTRtNcnvN JOINT a)RB/CURB & GUTTER SLOPE 7RANOT04S ADJACENT To CURB RIPS ARE INCLIDm IN O O Z
I iS� PAYMENT FOR CURB/CURB R GUTTER
! 1+1- j (/� 3 \ ! ! f EI 21- V S STANDARD
USED N O BE ADJUSTED
MLIH STANDARDMATCH
THE
CG-3 TA OE C THE CURB FACE ON INS <,
46 2N SM-2A / •`'� I ,� I 1 LIMITS OF EXPOSED AGGREGATE sDEWAIx STArDARO Is TO DE ADd15TED To MATCH THE MOUNTABLE CURB CONFIOURATKIN. l
p BENGWAW
Q Q J
' t , J j� N ACCESSIBLE >
/� /�� ��p y� TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7_4• CURB RAMPS ARE TO BENGINEER. THEY ARE 0E LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE
2 I J "IL AD 5 IT` E IN DEFINED AS A CONTINUOUS UNOBSTRUCTED. STABI£. Fi0/ AND W IM THE RIGHT -OBE F--WAAY OF A HIGHWAY Aautt CROSSESOVIDED AT INTERSECTIONS VIHEREVER 'S A W k p
I (n O
�`-' e r`) PP #IVJ 1�gc1 e glop RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT GW MESS OF WHETHER SIDEWALK IS EKISING PROPOSED OR NONEXISTENT. THEY MAY BE X v �L
%! _ 44 L :._.` •^� ! 47 � ✓ fig! I ELEVA'ION = �150.73` BE APPROACHED. ENTERED AND USED BY PERSONS YRl}H MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOHIND ON PLANS OR As DIRECTED BY THE
W
tra IL! PROP. GG I I G / _ HYDRANTS,F,RENT�IN ETTS, ET BE TC. TOLL ALSO F EX UfHr POLES, (\ �L
' ENTkAtNGE - TYP V
! . / ,...�� 'i SPECIFICATION
�j'.-:~--:. . r• �. / � (L i � �''� CT? � REFERENCE CURB RAMP
j lU t1? 1, M ' mod` , .. ;` / 1 / dJ jP / `f XJ try � -� 502 (PERSONS WITH MOBILITY IMPAIRMENTS) (1 u fWv
I ��� PROP'. 20' �� .. ..,;:�: ,' �j/ , ,, � � 1 � � � (� ! �� { �- � J •�"•„ '3O4 VIRGNIA DEPARTMENT of TRANSPORTATION 2oa09 IN.[_
P. No 7.5 (�A))-91 B ! K/Liz�, EMT. oP., 'i8 ,' 1 1....� z _ cu Q +L
LOT 2 OOP. 8"xis" TAPPING TER ME ��'� +8� -6 48z -
jI CG_,1 Q!
1 I� / /! -1 a� ) I r�i ' • Streel approach cane
1 2 /PEEVE AND,VALVE 1 49 4 4 P.I.N. 75—�rfA1/-91G i p "T P.I.N. 6J— A 86 '
ZONED: B-3 ' F f'R P. 4. I, 49 - (;, • _ ii �� roadway.
� mo6ltne �
I 4a s ffi0 BE INST LED BY _ , Q . /W - ,
A Y p o 0
USE: INDUSTRIAL i LOT 4A m - H.P. HOOD INC..--, p o 0
N � � � FREDERIGK� COUNTY �° l -� rn . ,
r z f SANITATION AUTHORITY %' i PROP. BUILDING 80 t MAN DRIB ZONED: B-3 1 (Rafts to io « ARodid Ganbt,at (Radlu, to b-ela s) ' m p
l 1 DOOR DOOR ; _ ZONED: M— a~�n an pNan,) curb and gutter ,ho,en an Wmel ¢ m 0
! W MOUNTED LIGHTS i ' + + '
/ � 4524 r 9'34 \ (st'd. e)
�' - °4 DOOR f USE: INDUSTRIAL St•d OG-12 � _ 2• 2. o p o
r r PROP. GIB 12 49 ' UI ,� 9 8 jI
! ' s, S / Sidewdk
.{' 6 CL Of
MAINLINE j' i I �� 0 i// X8� PROP. PROP. SINGLL STORY ' / awe sty o°tla'°I F,°" L'n /� / � ,•,• lt�
INV= 137.46'1 I 45� (} ^ , ` / H.G. RAMP p OFFIGE/WHOLE5XLE TRADE - i ''a'a
r r � .tom k i
\ / .� U) 4000 50 FT. U) �' A Clow A3 (H.E.S.) !� W
24' 20' (TYP. _l I f' Mainline roadway con«.t. �
HEIGHT -, 12 / Note-, Wrath •e• 2'0" or as Y 00
r , f shown .n t>picd .e�za,. N N a
F.F. = 74�.50 1 o N (� d
/ l ^ w / PLAN VIEW SECTION G-C O
S� 1H #5 1 I / TEST PIT/' � ry � ♦ � � � `fl ,
R I H = -74i .00 ��'�I
-, 75',�,�t f! ,' ��rSS NsF / man � _�J> r� I �' c!�II_r�l c� =Er Ac.l; Llr� i �� !j =tam- � L butt
I? d',f OUT , f 1 l ®`? W�,e , k 48 8 —to tin Nda.withF� B Pg
O
7
/ 08� — — I NV = 4� .58 •• Mdne n. pa.wnn.nt .,°. 1» colneeverea
G if Construct pad. change, With a parabdre KXxw.
jjJJ f ?{!g'--74q , ,O• P rd ft Curve stabilization r'�e1ry� for mob ine e
t / 1 rf i 77 shou Ider Slope _ the
'F 7 i t which can be anftted in
Edge
Optitonal now Line �'a" N ------ -D • RO- Orb or combination cwb
1� ' f I ------'-- ------------ and gutter call not be constructed
,$( / ( 0 / / 1 I RF j Mainline Roadway 8 w Change
D boyand the R/W IYM excpt for
/ //F.G.S A. TO MAKE GLEANOUT 100' - 4" SRN. SEWER GLEANOUT a II -, " D rePb`emen Pine`
f S 34 I6 16 W - 331.�8 , I 40• Mtn far Str.et Connection
CG-3 a GG-7. the face ah this
r` r When used in cornj,ction with Standard
! TAP AND RUN LATERA (NV=�3Q 08 LATERAL @ .0% I NV=746.08 ; Standard I. to the odjsted to match the
J TO PROPERTY LINE �I..Ly '
APPROX. LOGATION OF PROPOSED ,- ,- J 1 s Min. 2Nr oe,lraw. f«
UNDERGROUND 6A5 4 ELECTING LINES Commerical Entrance See Stan configuration.ur
See Standard C(i--12 fa Curb Rang design
f f- / j SECTION A - A to usehe with to r staadli cannot
i- ; -T _ { "he. turning -'ree tomten . anticipated y
1�'' E IL1Jiis 6, L;E i BA' !' i.-ilir F l trutlr traffic. consideration shot" be given to
✓ ' /� rf GuldeWom for GTode Change D s the Inches of odjocent Proposed
J ! Entrance Colume Desirable Maximum NOTE: ALL UTILITIES TO , Optima ,�� �Y be used for «,trance.
BE PLACED UNDERGROUND / P.I.N. 75 — ((A)) — 91 D / I High (more than 15M VPD) 0 x 3 x In cut �t�y
/ Low (W o than 300 VPD) S3 % 6 x
LOT4 �. (�, �) is x 8 x Optional,ottto Ya o1°.a�..
�-
'- ! i / / j SPECIFICATION (� y
QO y ZONED. B 3 ! 1 / CONNECTION FOR STREET NTERSECTIUNs I�
AND COMMERCIAL ENTRANCES (�
USE. VACANT / 502 VIRGNIA DEPARTMENT OF TRANSPORTATION 2G3.04 w
�� C
��
PRoP. ; F RAVE z W
EX. GRAVE - �+
748 1 � M
a { J
h
t M
f
i
i i / W
' i
t
Fl/V/1 r _. _
h748r
Fri
-r
IL
f
Ex. GRAVE' I i Z a E-N
PROP. GIBE I I r �'
A.
i
t
+
I
a
I w
r f� , i Z W
O J / PROP I i V' I �_
CO-6
O fs,
I PROP. LANE
74 4 I BY OTHER5
1 i E i
t I i
} � _ _�._ _ �_ 744
cc-s -
PROP. PAVEMENT
10" B.45E 21-8 1 bW
om
4" BM-25
i N t
S. Z'-OY S i
t
i - )
f
1.5 I
742 � `
.JAR 2.J I
THIS AREA MAY BE CONCRETE BOTTOM OF CURB k GUTTER MAY
i
AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE
SLOPE OF SUBSURFACE COURSES.
THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF r l {�
DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED. ' `
ON RURAL HIGHWAYS AND 45 MPH Z V { y ?. LU
J N Z
OR LESS N DEVELOPED URBAN
SUBURBAN AREAS.
� W ;
NOTE: i
COMB. CURB k GUTTER HAVNCG A RADIUS - 7L 9 ! '
v
v
Z
i i t
t 1
FACIE OF CURB) ..__._. .. .�..__... .. ._.....-. ___..+ 1 OF 300 OR LESS ALONG __ .,..___ .____.-._. ._ ._-. -.�.. __._._._.. .__._ ..e--_.. NE� (Ln��j L..._._..._...__. ` 11
SHALL tE PAID FOR AS A RADIAL COMBIN- .._. ..�._ ._yin -I•+ _`__� _. ._.- ..3..._ ......__.. __.....-._.._.... _.. _�...._......-._...-..... _ ..J�.. i_._... _....._.._. ._._....._.. _ .__.,,_ _. _ ,. 5a.. _v .. ..__.__ _...__.i.-_... __.,.._._..._, ____ _.___. __ _.. ._.
. , t
ATM CURB a GUTTER. I•- � -� • - .-� .. _ "'N .. /,
THIS ITEM MAY BE PRECAST OIR CAST IN PLACE. J. W' s f Q UOA
�, g I i ^ DATE: 1/1/00
CONCRETE TO lTE CLASS A3 IF' CAST N PLACE.
4000 PSI IF PRECAST.
REFERENCE" COMBINATION 6" CURB AND GUTTER V C��� / f m A- %• ry N m m I SCALE: 1" = 20'
(NOT TO SCALE)105
r
502 VIRGRA DEPARTMENT OF TRANSPORTATION 201.03 - + '* + i I (r 14 .� 4 I •�• ,f• {
!
0 10 20 30 40 50 60 70 0 10 20 30 40 50 60 DESIGNED BY. MDS
PROFILE THROUGH ENTRANCE PROFILE WATER LINE 20 io 0 20 40
FILE N0. 2530
SCALE. 1 " = 10' HORIZ SCALE. 1 " = 10' HORIZ
1 " = 2' VERT 1" = 2' VERT SCALE: I " = 201 SHEET 2 OF 3
F__4
t„
Q
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0
0
0
cj
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0
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a7
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/
� I
f
(I
� t
BF
i C
(JOQ� 1 f Rr
J L
0 r W
,Z
OwW F
! ac
W
( i INSTAL WA5H RACK
r IN GONJJNCTION
nN WITH/'STONE. /
I
0 a
P. 1. N. 75 ((A))- 91 B
LOT 2
ZONED: B-3 ! ! z M ,
' f
USE: INDUSTRIAL it
i I
MAINLINE
i� // ��� vlf `• fi'y /�
10-F111A
r 0
20 10 0 20 40
5GALE: I" = 20'
!'III I EROSION NOTE LEGEND ALL INFORMATION SHOWN AS EXISTING AND ALL
I ' ITEMS LABELED "BY OTHERS" HAVE BEEN SHOWN
1 I PER THE SITE PLAN "COMMONWEALTH BU51NE55 CENTER"
BY G.W. GLIFFOF:D 8 ASSOC. DATED 7-26-gg
TEMPORARY AND I PAINTER-LEW15, PLC,SITE PLAN TITLED
11
SEDIMENT TRAP" MIGHAEL G. PRELIP, INC. DATED I/3/00.
J r I 1 1 If I GREENWAY ENGINEERING ACCEPTS NO
RESPONSIBILITY FOR THOSE PLANS. THE
I r
CONTRACTOR FOR THIS SITE WILL FIELD
CONSTRUCTION ENTRANCE VERIFY ALL GRADES AND LOCATIONS OF
THE PROPOSED ROADS AND UTILITIES PRIOR
TO CONSTRUCTION AND WILL ADVISE
GREENWAY ENGINEERING OF ANY GRADE
SILT FENCE GHANGE5 THAT WILL AFFECT DRAINAGE OR
7 ~ ! 1 O X ACCESS OF THIS SITE.
P.I.N. 5—
f ► ll7((A»-91E
____ I
1� ; �1 �_.. _._ _ _ - - LOT 5
\ r i f
1 " % �r 4 r 1 ( TABLE 3.31-B
74
..,. _ � � -- ZONED: B-3'
// ^* y ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
it V S�. BUSINESS • ESJ ~ \ t ~ ` ` "QUICK REFERENCE FOR ALL REGIONS'
+\� t » ..... .�. e. ---•- ace... y / I / Rate
Planting Dotes Species (lbs./acre)
Tj1 00' —_ __ _ ---
*LU I N = _? 4 Y 0 " 1 ' fv `+� Sept 1 - Feb. 15 50/50 Mix of
t I / L . Annual Ryegrass
i �'"` P ' ! I�UILriN(.� '��T fit I� I_{I`iE / < L` f ~ Ldlum multi-florum)
' ��_ PROP. 3 HIGH HEDGE — — — — — — — — — — — --- k �.- r I ` cereal winter R 50 - 100
SF�RoO_�M 1 \ (
O' BACK OF.CURB - _ (Secal cereals
J / /=-.-.>._---_ w y Feb. 16 Apr, 30 Anual Ryegrass 60 100
1i / % PROP. � , 5 ' 48 N 340I616" E (LoljuL multi-flarum)
EG-I - < — —
!iI 1RF
May 1 - Aug. 31 German Millet 50eas, (Setoria italica)
CL
'', /�Q'�� 111 ��/ ,/`/ .1 G) i `r D TGH EGTI N r X '' — — - — — - — — \ - Seeding
�t� ,,✓ 15° BUILL71�d��ETBAG LiIiF I \
�" i (3 I� Seed shall be evenly applied with a broadcast seeder, drill.
, (v g f j cultipocker seeder or hydroseeder. Small groins shall be
`M� ' �TYP) ✓-evPlanted no more than one inch deep. Grasses and legumes
r !_ r i shall be planted with no less than 1/4" soil cover.
X
', `r'•� to in 8}' 21-B
2" SM-2A X I M
RAILROAD 5PIKE IN
PP
ELEVAVION - 150.-0
�
r P 15 (TYP) �' ^ .70 ril
/'
"--
� � I r .�
O �~ r
X 75— {, I
iiA��-9/� P.I.N. P.I.N. 63—((A))-86
1' ; �! . !• `� 1 _ , r. -,l' - I LOT 4A i M H.P. HOOD, INC. ,,..
80 i
PROP. BUILDING f > MAN nRI ZONED M_ t ZONED: 8-3 l f
2
RM I r MOUNTED LIGHTS i
DOOR It X _� � USE. INDUSTRIAL
4 `
PROP. SINGLI STORY
OFFIGE/WHOLESALE TRADE p 1
4000 SidFT. /
24' 20 (TYP. HEIGHT =t 12' X Ir ORDERING INFORMATION Suggested
F.F. _ �4d.50' I ,` MINILITER" II
IT f ) The most compact 400 watt l.00dlight
MY / } �•./, �, r•, \ j 1 l r f available. Incredibly low 1.0 E.P.A.
a 1 p / V ' j I / f Hubbell's familiar ter It series floodlights e constructed of rugged
velhgh—ghtdacastaluminum isenengrieffic,lentweleticam
rlrstnbulm is dually stilled for retrofitting 500 wait and 1500
' • J {✓ 1 r (°/� 15_I BUiL_DINSETB.AGK LINE wan -an, floods detevenog hr,md ble e gy and cost savings.
> _ C� / {
{/ 1's compact
o design. allow
i �ueasnllaton onting poles or' the seo lighter duly
77 INV=-74158' es on -
Slallal ores which wilt reduce overall costs. For `\s
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 lbs.
- Seasonal Nurse Crops' 20 Ibs,
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 se" 20 lbs.
150 lbs
* Perennial Ryegrass will germinate foster and at lower soil
temperatures than fescue. thereby providing cover and erosion
resistance for seedbed.
e» Use seasonal nurse crop in accordance with seeding dates as
stated below:
March, April through May 15th Annual Rye
May 16th through August 15th Foxtohl Millet
August 16th through Sept.,Ol Annual Rye
November through February Winter Rye
see If Flotpea Is used, Increase to 30 lbs./acre. All legume seed
must be property inoculated. Weeping Lovegross may also be
included in any slope or low-maintanoe mixtures during wormer
seeding periods•• add 10-20 lbs/acre in mixes.
Specification
F—rq I ma.rI C."
N1 rEe II ev ex ...
a,n '� 9 ..
M.c r
vie � .au wxn.eve
sn�+ cm.a a • <aP
y �1 f j, inn .a �..v nw.,Mnr .w re„a.<•,>e .,.�.. b,....v,..l.aee
G '� 4 14'i d O i I / I nave -sure "''
imum salary and security, our 750 wan H.P S. has d second '� t E,n., er.a n sa �,.
+w.,� - «>•rw »Mro.• v.w »rcn„
/
— - "~ i , ^ ` weslhMlgM Lens Assembly - aluminum
door
11:fant tempered _ E-°'"•`"`"°"°• q'tn. inn ,nan row r� •nannies °+
i �4q _1! O �` i inns is moused st a die-cast aluminum boor h: vine. Tool lass
entry utilizing two stainless steel latches seals the In— assembly
r" •..- f f to an extruded silicone gasket. This provides easy access for
XO el --ri The system rs wealhenirml and corrosion resislant
�fLEANOI�T 100' - 4" SAN. EWER — IRF f ( oPnent System - A coral illumination
rtion win assembly provides
/ CLEANOUT O ,/ 5 34 ° I6' I6" W - 331.78' I eWaen wale beam general air and pr with even t bull up
LATERAL ® -i.0% INV=146.08' � � � f m , -
f l Filter a surfaces
es Fibers air mull i prevents p dust buildup on
�, reeeclrve surfaces. Provides maximum performance with DIMENSIONS �L SP'
-n sun maintenance.
f APPROX. LOCATION OF PROPOSED "� ( Ruggee Housing - Die cast, aluminum housing has a chip- I , .__.� - nan c
UNDERGROUND GA5 8 ELECTRIC LINE5 r / resistant bronze ct and once Molar for durability and
r ! — -- -- -- -- — -- --4- ---- ---------- I— rf /
n' appearance. Compact and contemporary design la universal
acceplance.
Integral Bserati - The ballast is heal sunk to the housing
' 7 r i 1 % / la confer operation and maximum heat dissipation
15' BUILDING 5E'rE3 .GK LINT / -- j
y-^ f' Wlrlrrq Chamber -The thermally isolated wiring chamber is t •�•
elan PSI cn,rMv brvM
enh ner,e+M�Mrvrq a ""rpe
=vR1 , � TI'. __-v,wepn«shykx
'°,:ea ,,= pe mar «ia
-ex...
»mpe»cur. ror I—- s
,eaxv- opwnwn vxa r_. a he
IEPAI •viva r»I -wet l e seuve kry
wMawiosI°i"`Ip xv`_x`M•IanY«
NOTE: ALL UTILITIES TO - : He,n]m»Ina»>^.
de
kxaled dkeclly beneath the housing assembly. it includes a I2as mP-c»e+rc+rw•
/ BE PLACED UNDERGROUND P. I.N. 75— A — 91 D I x__
�� a+ 1r] m n
/ / \ ' %' /'' 1 cover plate and weatnenighl bushing for 90° C cord II also I- Ilq mini ^onu F"+n x vie
/ (`/ (\/ J / � .�" provMas easy wiring access, permits field installation of the Y OPTIONS The lollowirg factory installed options are availaole. To specify add aa'�
{ optional PBT photoconlrol. and allows cooler operating appropriate suffix to catalog number above. rn• i own ,«, n. amr•
ti / I % temperatures for capacitor and H P S. Wiener. svmx Description r Dawn. pnedw ou
1 i LOT 4 I , Mogul Socket - The Minitiler 11 luminane has a quality wlsY Loc.•rece .+• >e . oa„m ." r/ qv:» Ia piw,co»ra Ispecry vr,nps wnen aaerrg .tiff Tap Jyn'am "
r NOTES: •,,. I 1 porcelain mogul base sockel with nickel screw shell to insure t--.�I .L Moga ease lamp unipq°sepe+»hl n »" via r.,.,. NYrNre
/ ZONED. B-3 yi 1 ♦� ` � j j apositmp ate, connection
With
tloadedcenteratlloonlact temperatures
_ m.^'F".""•s°000
i P 4 daw «nano^»,i,
I. PRIOR TO GOMMENGING SITE GRADING WORK, A LAND DISTURBANCE SHALL Thum, cMountin wit A nhe avy gauge
gunnion(yaks - e., "ee'. pa a„rro•a• m
ACCESSORIES "e« q• .1 '• '- °•^•^
is pe n Mounting - A heavy gauge sleet trunnion (yakelHubbell
'» For field installation with Minitiler II Series. Must be ordered separately in. s1. ft
b povrtleA for universal mounting with standard Hubbell Ph. _, P•dwer•ers
Macketry. A comer clearance note of 1'.'i 128.5 mini also allows CO."Hamby Oe•cd (loin rn. eopmpn "nit n•.. a via„peel
BE OBTAINED FROM THE FREDERI GK COUNTY PUBLIC, WORKS DEPARTMENT. USE: VACANT , j l -' / m un,mg le a ?-,• 113 min, or a'.' 119 mml nipple Finished In -') - i yap H-y.,h s>, cps . m Winn ga•aw to nix• lenrmW l «'
f I 9ronZ0 teklroCOles 10 complement Ilse luminaak. •aw Crossvm-or"",+keel Inns m Yoasi �« its",^__�^•e•am "'k'•^'Y
,r-' ____,- _y ;D]•C apliner 34'Iea]mml OD lamp Yoasl --
UL
2 listed
able
2. IMPROVEMENTS TO LOT 5 AND CONSTRUCTION OF COMMONWEALTH COURT i = —I '' IdNlbmfredt,rue outdoor
NATLC $led H.t locations eV pF'a" rya q,a w>„MP.p.a> „Ia»,n.p.I E�,„,
cendIF for omdoor use. NRTL C listed Hubbell Gard^ tins-v} .eaten wsa r«rrx,mgm snM n+pt kMae ae+w
MHs�g9I sq•wsa
- healed enlernal hardware IP sunabllily IP55. - MHs e} wire Guam branaop•,wer„+reIaexr aonnrl
MNs-9PC} P Iycwnpnve SaeM W cuff c s A cup ie for ,et' L
HAVE NOT BEEN COMPLETED. THEREFORE, PRIOR TO OBTAINING A FINAL _ >` 1-M..
MHS-21 sleet I3110. nrormv,9 xapn, »vim s 11- S 11 �: O o I &m,eAllPin. me« r+cea
BUILDING OGGUPANGY PERMIT, THE OFF -SITE IMPROVEMENTS SHALL BE 11 Q ekr,m^»iM»n q,veab -n'FI mmHP91
L5:1 SLOPE III I I- 1.5:1 SLOPE
COMPLETED. I j— ca»ne»".a
„u HUBBELL Lighting, Inc.
/ 3. THE GONSTRUGTION ENTRANCE SHALL HAVE A WASH RACK INSTALLED e P
N CONJUNCTION WITH THE STONE. H bere ltilghllag.� 870l Elecrrcway r , ..lue", -1,a IWIZ ,m711 eIII. rgal]ex 191de Toro. as +airn9
TYI�IG�tL DI TCH S G TION h H hMDcan.M lac 9loB k M1,aaSgM vrker q �ot�rmLtwlzal�slaMx12 7S .Tel1412NI85e• IMee 9a111
Hubbell, Ltd.. nrmald Close. Webam Rd IM Eslale. reecsim 11"but Eng1aM Me r2-]SH • Tel Ise ta•1 s95••a •Toles P: rry
NUPBF_LL Lighting, Inc. rebrn.-lwa lg9e.n,«ee i^c,„paelen n119A
/ 4. ALL FILL PLACED ON THIS SITE IS TO BE REMOVED AND REPLACED N.T.5. NOTE: ALL EXTERIOR LIGHTING TO BE SHIELDED AND DIRECTED TO
WITH A MINIMUM GOMPAGTION OF g5%. PREVENT GLARE ONTO ADJOINING PROPERTIES AND RIGHTS OF WAY.
r`i r71 n x T 7 v r,l n I. T r M Ir11 T T I-T r71 T A A 7 " AT R7 T1 A X T /•4 7T TEMPORARY SEDIMENT TRAP I F—CONSTRUCTION OF A SILT FENCE
TREE LEGEND
SYMBOL
G?UANT1 TY
NAME
MOF PL Ar ri AT
r-�
REMARKS
2" GAL AT
IRED MAPLE
TIME OF
BeB
PLANTING
-�
2" GAL AT
�PC3�
q
PIN OAK
TIME OF
BitB
PLANTING
3' H16H AT
34 ® 3' O.G.
JAPANESE YEW
TIME OF
CONTAINER
PLANTING
ABWCRM Wil lE -1 Water
SECTION B—B
SU`M AM /rim INV ftW Awdar r for Sall arf" ad SedDWeef ldntrd and Va. Mr Pbte 102-1
AREA
/ -COARSE AGGREGATE SHALL BE VDOT f3, /337 OR /5
OUTLET (PERSPECTIVE VIEW)
SOURCE: VA. DSWC
PLATE. 3.13-2
AOMITS A SHO(KD NE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
XMIXE A*#od from J7d*felt of Sbw aid fame My 6tm n tar Sedirtstt Canbo[WL Mr PULE
9aratwd ad Ijvlt
METER BOX and COVER
METER BOX (See Note) METER BOX COVER
18 in. Did. Non -Traffic M32C-PW
Traffic A32HH - T
24 in. Did. Non -Traffic MC-30 (Fran) WITH RML-1-T (Top Lid)
Traffic MC-30 (Frome) WITH FJ&-12-T (Top Lid)
Note: 1/2" thick polyethelene plastic 30" deep
(vertical crush strength shall exceed 3000 pounds)
treated 2'x 4• tr1M
top 5- pointed
enter crier
set 2' above
fin. grade prior 1
varies to required to slxldeg �-
corporaton 18 -21' safer F.C.S.A
stop meter box
9 box
)check valve
vex drain vane
Tin. Ii s
CN
ttrb�iq, Kowa U
wiarout idnb irom 2 Ill.main tit meter 6' stone bedding
to inkier
with. settinga.
r curb k gutter `
LI S6eat
METERSETTINGPARTWkvd
S>� din, %� ball �� -two"
wMe
3/4
4
Y502
8194-22JW
Ia1d94-313ID-C
EC-23
1'
3/4"
Y70e
B111g4
-341W FIICAe4-3231p-C EC-23 I_ 3' _.
,• ,- Y704 BAw-414W MIG194_444TD-C
N
MSTALLAIIpi NOTES:
1. Exact location of mstw box loser" 'n
to be approved pillar to installation.
2. WOW service crowing sins( shall be
encased in 2- dia. SCH40 PVC or M
SOR21 piping. The piping shall run from 3/4' type K
one foot beyond sidetro k• across the cgppK for
street to one foot beyond sklar lie. single seer
instillation 1'x3/4• s'ys
DUAL METER INSTALLATION
5/8", 3/4" & 1- METER INSTALLATION
Figure 5
AMENDMENT NO. 2 - APRIL 1997
AMENDMENT NO. 3 - OCTOBER 1998
R cost
ttnpptrue choonouatccap with bran plug
Panetta Mode PA4SV-4r� Printed Model PAOSV-CSK (6')
flnhlrsd
.y;
•- square concrete skid pad
20'x 20•x 12" deep
I
I aggregate bow
( depth 3- )
disonfoull pipe
Wan�r�, SDR 21
newer maz
Wye 45' bend
'••� 6' stores bedding
NOTE : Myra W r of servka lateral to texossds 75'
o deartou oasembly shoes be fumbled at the
property Hue.
SEWER CLEANOUT
Figure 17
i
f j
direction, of setting to be aWased Prior to installation
on e- I row"We pod 1'-6' sq. x 6' deep
stone to be mwiltinurn
Of 6• above top of b
FIRE HYDRANT ASSEMBLY
Figure 9
stfee type
adjustable
w1hV box
Peg
metdtar" joint
3*" tee With
6• brand(
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DATE: 1/1/00
SCALE: 1" = 20'
DESIGNED BY: KIDS
FILE NO. 2530
SHEET 3 OF 3