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HomeMy WebLinkAbout42-19 Site Plan1 CO V E R S H E E T N/A AMERICAN WOODMARK PARKING LOT EXPANSION SITE DEVELOPMENT PLAN BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA SP#42-19 Gas:Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Phone:Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Water/Sewer: Frederick Water P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power:Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 UTILITY NOTICE REQUIRED Contractors shall notify all public utility operators who maintain underground utility lines in the area of proposed excavating 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 operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition. CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER AMERICAN WOODMARK CORP 561 SHADY ELM ROAD FREDERICK COUNTY, VA 22603 AM E R I C A N W O O D M A R K P A R K I N G L O T E X P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A Plan Revisions Date Comment DATE APPROVAL ZONING ADMINISTRATOR SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: LIST OF SERVICES: CIVIL ENGINEERING I GIS I LAND SURVEYING I ENVIRONMENTAL I ANALYTICAL LABORATORY I QUALITY CONTROL TESTING & INSPECTIONS PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V N/A 2 GE N E R A L N O T E S A N D L E G E N D Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V FIRE MARSHAL'S NOTE GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES LEGEND Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshal's Office. PROPOSED SAN. LAT. CLEANOUT PROPOSED CENTERLINE EXISTING SPOT ELEVATION STORM DRAIN STRUCTURE IDENTIFIER SANITARY MANHOLE IDENTIFIER PROPOSED SPOT ELEVATION EXISTING CURB AND GUTTER PROPOSED EDGE OF PAVEMENT EXISTING EDGE OF PAVEMENT PROPOSED STORM SEWER WITH INLET EXISTING STORM SEWER WITH INLET PROPOSED TELEPHONE LINE EXISTING TELEPHONE LINE TRANSITION TO REVERSE CURB PROPOSED CURB AND GUTTER PROPOSED ELECTRIC SERVICE EXISTING ELECTRIC SERVICE PROPOSED SANITARY SEWER WITH MANHOLE EXISTING SANITARY SEWER WITH MANHOLE PROPOSED GAS LINE EXISTING GAS LINE FENCELINE FLOW LINE PROPOSED WATERLINE W/ TEE PROPERTY LINE EXISTING TELEPHONE PEDESTAL EXISTING WATERLINE W/ TEE EXISTING UTILITY POLE/GUIDE WIRE SIGNS PROPOSED REDUCER EXISTING FIRE HYDRANT/VALVE/METER INDICATES THE NUMBER OF TYP. PARKING SPACES PARKING INDICATOR HANDICAP PARKING PROPOSED BUILDING ENTRANCE VEHICLES PER DAY COUNT PROPOSED FIRE HYDRANT/VALVE/METER LIGHT POLE EXISTING TREE LINE EXISTING EASEMENT PROPOSED EASEMENT EXISTING CENTERLINE EXISTING INDEX CONTOUR EXISTING INTERMEDIATE CONTOUR PROPOSED CONTOUR 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This plan set is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND this plan set is signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or construction prior to approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work. GE shall be held harmless from and costs, time delay and/or material changes incurred on work started before this plan set receives approvals and seals. 2. Methods and materials used in the construction of the improvements herein shall conform to current County Construction Standards and Specifications and/or current VDOT Standards and Specifications. 3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures nor for safety precautions and programs in connection with work shown on these plans. The Engineer is not responsible for the contractor's schedules or failure to carry out the work. The Engineer is not responsible for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. 4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure construction compliance with these plans and specifications. It is Greenway Engineering's recommendation that a third party inspection/testing service be employed to ensure that project is completed and materials installed meet the details and specifications in these plans. 5. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall be responsible for the digging of all test holes that may be required, whether recommended or not by these plans, to determine the exact location and elevation of existing utilities. If any conflicts arising from this existing utility verification or if during the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be responsible or liable for any construction cost that may be associated with the installation or reinstallation any utility or other improvements if not notified of any discrepancies between actual field conditions and the approved plan. 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of any legal responsibility which may be required by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the issuance of any required permit by the County, VDOT or any other Agency. 7. An approved set of plans and all applicable permits must be available at the construction site at all times during construction. A representative of the developer must be available at all times. 8. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of the construction site as required by law. They shall also be responsible for obtaining and maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 9. The Developer or his agent shall be responsible for obtaining any required permits from the Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the construction site. 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that public streets are maintained in a clean, mud and dust free condition at all times. 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to any construction activities within existing State right-of-way. 12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control Devices (MUTCD). 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel. "A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment. 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only. Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the County Public Works Department prior to issuance of grading and/or site development permits. 19. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 20. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and advise them that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for horning these plans and the finished grades in the installation of their utility lines. 21. All utilities to be located underground. 22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. 23. 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. 24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or lighting information shown hereon is as specified by others and is included for informational purposes only, as directed by the Owner, Developer and/or public agency requirements. Greenway Engineering has not performed the lighting and/or dry utility design and does not warrant and is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to service the site. 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick Water. 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detail design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural design. Contractor may submit shop drawings to Greenway Engineering for review and approval at contractor's expense. Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will be responsible for any redesign as a result of structural shop drawing design. 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities. 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building permit. 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 31. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may require a separate building permit. V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT)Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, themost stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), andVirginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT’s Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land usepermit issued prior to any execution of work within the VDOT right of way. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identifyutility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. If required by the local VDOT Land Development Office, a pre-construction conference shall be arranged and held by the engineerand/or developer with the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation ofwork. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for any traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. V9. The contractor shall be responsible for maintaining a VDOT permitted temporary construction entrance(s) in accordance with Section3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall bemaintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and whenpossible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course ofconstruction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement of fill.A VDOT representative shall be present to insure the soil sample(s) obtained for CBR’s is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a projectto be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in accordance with the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. Certified copies oftest reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as stormsewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plansnot identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required asdirected by the Area Land Use Engineer or their representative. V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer in accordance with the Manual On Uniform Traffic Control Devices. V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction.Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of the work. Unit and total prices may be obscured. V20. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determinedusing the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifiedotherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specifie otherwise. A VDOTrepresentative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below thebottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road andBridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT’sinstallation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. V24. Approval of these plans shall expire five (5) years from the date of the approval letter. V25. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall complywith VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast-in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, thefoundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. PROJECT INFORMATION 12 3 4 5 6 7 9 10 11 12 1415 13 21 22 23 16 17 8 24 " S T M HD P E 30" STM HDPE 30 " S T M H D P E 30 " S T M H D P E 30" S T M H D P E 30 " S T M H D P E 30 " S T M H D P E 30" STM HDPE SURVEY AND TOPOGRAPHIC INFORMATION 2. Aerial, horizontal and vertical control surveys were Dated: 3. Aerial topographic mapping performed by: 1. Boundary survey was performed by: performed by: Date Dated:GREENWAY ENGINEERING FEB 2008 JULY 2019GREENWAY ENGINEERING N/A N/A 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V BO U N D A R Y A N D E X I S T I N G T O P O Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A N/A 3 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A 12 14 13 24 " S T M 30 " S T M H D P E 30 " S T M H D P E 30 " S T M H D P E 12 14 13 24 " S T M 30 " S T M H D P E 30 " S T M H D P E 30 " S T M H D P E 27 10 11 88 7887EP 87 6 87 7 91 50EP 92 15EP9040EP 90 10EP 89 00EP 88 48 88 26 89 18EP 91 80EP 92 75EP 90 35EC 89 65EC 89 70EP 89 40EP 87 6 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V E& S P H A S E I & I I Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A 1' = 20' 4 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT FENCE LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES NO. KEY SYMBOL DESCRIPTION EROSION/SEDIMENT CONTROL LEGEND 3.05 3.02 LCG SF CE 3.32 PS PERMANENT SEEDING IP STORM DRAIN INLET PROTECTION3.07 FOR PHASE I EROSION AND SEDIMENT CONTROL ONLY !! FOR PHASE II EROSION AND SEDIMENT CONTROL ONLY !! 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V E& S D E T A I L S & N A R R A T I V E Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A N/A 5 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A 27 10 11 88 7887EP 87 6 87 7 91 50EP 92 15EP9040EP 90 10EP 89 00EP 88 48 88 26 89 18EP 91 80EP 92 75EP 90 35EC 89 65EC 89 70EP 89 40EP CG-6R 18 . 0 ' 10.0' CG-6R CG-6 CG-6 10.0' 18 . 0 ' 18 . 0 ' 10.0' 10.0' 18 . 0 ' 24 . 0 ' 24 . 0 ' 24.0' CURB TRANS CURB TRANS CURB TRANS 13' DEPRESSED CURB 20.9' 14 . 0 ' 12 . 1 ' BASKETBALL COURT PARKING ADDITION MOUNTABLE CURB 25' B.R.L N 51°22'35" W 576.23' S 4 4 ° 4 0 ' 4 5 " W 81 . 5 8 ' 5' PARKING SETBACK EX. 30' SLOPE, DRAINAGE, & UTILITY ESMT. INST.NO. 080005980EX. PUMP STATION RD. EX. FW INGRESS/EGRESS ESMT. INST. 180002552 789 790 791 788 79 2 79 0 789 78 7 50.0' 47 . 0 ' 87 6 #3 STONE RIP-RAP 11 12 14 13 17 24 " S T M HD P E 30" STM HDPE 30 " S T M H D P E 30 " S T M H D P E 30 " S T M H D P E 15" RD COLLECTION 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V SI T E P L A N & G R A D I N G P L A N Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A N/A 6 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A RTC - ROLL TOP CURB & GUTTER N.T.S. 11/22/16 VER 1 R=1.25' 11" R=1.5' 6"6"18" 2.0'NOTES: 1. CURB AND GUTTER MAY BE PRECAST OF CLASS A4 HYDRAULIC CEMENT CONCRETE OR CAST IN PLACE USING CLASS A3 HYDRAULIC CEMENT CONCRETE. 2. FOR USE WITH STABILIZED OPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS THAN THE THICKNESS SHOWN. 1" 12" 2" 2" 1.0' 7" SAW-TOOTH CURB OPENINGS N.T.S. 10/30/14 VER 1 2"R (TYP.) 4' TYP.2'2' 3" TYP. 2' GUTTER PAN CURB OPENING CURB OPENING FLOW LINE CG-6R - 6" REV. CURB & GUTTER N.T.S. 10/29/14 VER 1 2"R 6" 6" 4" 2' NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG-6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST 7" MIN. 13" MIN 1":1' PAVEMENT SECTION N.T.S. 04/15 VER 1 COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) STANDARD PARKING AREA NOTE: PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 4. THE CONTRACTOR SHALL OBTAIN A CBR TEST OF THE COMPACTED SUBGRADE AND SUBMIT FOR DETERMINATION OF THE REQUIRED PAVEMENT SECTION PRIOR TO PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION. 1.5" SM-9.5A SURFACE COURSE 2" BM-25 BASE COURSE 6" SUBBASE VDOT STD. 21B OFF-SITE DRAINAGE AREA "A" D.A.=66.30 ACRES CN=62 ON-SITE DRAINAGE AREA "B" D.A.=11.77 ACRES CN=71 STUDY POINT #1 PI N : 7 5 - A - 1 V E N T U R E I O F W I N C H E S T E R L L C 40 . 6 0 3 5 A C Z O N E : M 1 U S E : V A C A N T PI N : 7 5 - A - 1 A N/ F S Y N E R G Y IN V E S T M E N T S , L L C IN S T . N O . 1 1 8 6 2 Z O N E : M 1 U S E : I N D U S T R I A L PI N : 7 5 - A - 1 D N/ F F V C P R O P E R T I E S , I N C . IN S T . N O . 1 7 7 0 7 Z O N E : M 1 U S E : V A C A N T PI N : 7 5 - A - 1 E N/ F F V C P R O P E R T I E S , I N C . IN S T . N O . 9 6 7 9 Z O N E : M 1 U S E : V A C A N T PIN: 7 5 - A - 1 C N/F C O O U G A T E D CO N T A I N E R C O R P . DB 7 2 9 , P G 9 2 9 PIN: 6 3 - A - 5 BOW M A N - S H O E M A K E R - CO M P A N I E S I N C ZON E : M 1 USE : V A C A N T PIN : 6 3 - A - 4 BOW M A N - S H O E M A K E R - CO M P A N I E S I N C ZON E : M 1 USE : V A C A N T PIN: 6 3 - A - 3 BOW M A N - S H O E M A K E R - CO M P A N I E S I N C ZON E : M 1 USE : V A C A N T PIN : 7 5 - A - 1 VEN T U R E I O F W I N C H E S T E R L L C 40.6 0 3 5 A C ZON E : M 1 , U S E : V A C A N T PI N : 7 5 - A - 1 B N/ F F V C P R O P E R T I E S , I N C . D B 8 9 6 P G 1 3 2 6 Z O N E : M 1 U S E : I N D U S T R I A L SHA D Y E L M R O A D VIRG I N I A R O U T E 6 5 1 R/W V A R I E S POS T E D S P E E D L I M I T 4 5 M P H 2-6 " S C H 4 0 C O N D U I T ( D E V E L O P E R P R O V I D E D ) 3- 4 " V E R I Z O N C O N D U I T ( C O M C A S T T O P R O V I D E C O N D U I T ) 1-2 " G A S P L Z ( G A S C O . T O P R O V I D E A N D I N S T A L L ) 1-2 " G A S P L Z ( G A S C O . T O P R O V I D E A N D I N S T A L L ) NE W I N - L I N E P O W E R P O L E BY R E C . C O N T R A C T O R T O C O O R D I N A T E W I T H U T I L I T Y PR O V I D E R 1 2 3 4 5 6 7 9 10 11 12 14 15 13 21 22 23 16 17 8 OFF-SITE DRAINAGE AREA "A" D.A.=66.30 ACRES CN=63 ON-SITE DRAINAGE AREA "B" D.A.=12.31 ACRES CN=81 ON-SITE DRAINAGE AREA "D" (UNCONTROLLED) D.A.=0.53 ACRES CN=69 STUDY POINT #1 EX. DRY SWM POND PROP. PARKING LOT ADDITION PI N : 7 5 - A - 1 V E N T U R E I O F W I N C H E S T E R L L C 40 . 6 0 3 5 A C Z O N E : M 1 U S E : V A C A N T PI N : 7 5 - A - 1 A N/ F S Y N E R G Y IN V E S T M E N T S , L L C IN S T . N O . 1 1 8 6 2 Z O N E : M 1 U S E : I N D U S T R I A L PI N : 7 5 - A - 1 D N/ F F V C P R O P E R T I E S , I N C . IN S T . N O . 1 7 7 0 7 Z O N E : M 1 U S E : V A C A N T PI N : 7 5 - A - 1 E N/ F F V C P R O P E R T I E S , I N C . IN S T . N O . 9 6 7 9 Z O N E : M 1 U S E : V A C A N T PIN: 6 3 - A - 5 BOW M A N - S H O E M A K E R - CO M P A N I E S I N C ZON E : M 1 USE : V A C A N T PIN : 6 3 - A - 4 BOW M A N - S H O E M A K E R - CO M P A N I E S I N C ZON E : M 1 USE : V A C A N T PIN: 6 3 - A - 3 BOW M A N - S H O E M A K E R - CO M P A N I E S I N C ZON E : M 1 USE : V A C A N T PIN : 7 5 - A - 1 VEN T U R E I O F W I N C H E S T E R L L C 40.6 0 3 5 A C ZON E : M 1 , U S E : V A C A N T PI N : 7 5 - A - 1 B N/ F F V C P R O P E R T I E S , I N C . D B 8 9 6 P G 1 3 2 6 Z O N E : M 1 U S E : I N D U S T R I A L SHA D Y E L M R O A D VIRG I N I A R O U T E 6 5 1 R/W V A R I E S POS T E D S P E E D L I M I T 4 5 M P H 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V Rev. No. Date SW M P L A N AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A 1" = 150' 7 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A SWM PRE-DEVELOPMENT DRAINAGE DIVIDES SWM POST-DEVELOPMENT DRAINAGE DIVIDES 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 765 770 775 780 785 790 795 765 770 775 780 785 790 795 87' - 30" HDPE @ 0.46% 112' - 30" HDPE @0.24%77' - 30" HDPE @0.05% 58' - 30" HDPE @0.78% 127' - 30" HDPE @0.58% 158' - 30" HDPE @0.82% 61' - 30" HDPE @0.66% EX9 EX10 EX11 EX12 EX13 EX14 EX15 EX16 10 + 0 0 . 0 0 = E W - 1 IN V O U T = 7 7 8 . 1 2 10 + 8 6 . 9 3 = D I - 1 IN V O U T = 7 7 8 . 5 2 IN V I N = 7 7 8 . 5 8 IN V I N = 7 7 8 . 6 0 11 + 9 8 . 9 1 = D I - 1 IN V O U T = 7 7 8 . 8 5 IN V I N = 7 7 9 . 0 8 IN V I N = 7 7 9 . 3 7 12 + 7 6 . 2 3 = M H - 1 IN V O U T = 7 7 9 . 1 2 IN V I N = 7 7 9 . 1 7 13 + 3 3 . 8 7 = D I - 1 IN V O U T = 7 7 9 . 6 2 IN V I N = 7 7 9 . 7 0 14 + 6 0 . 8 1 = D I - 3 C - 6 ' IN V O U T = 7 8 0 . 4 3 IN V I N = 7 8 0 . 8 2 IN V I N = 7 8 0 . 4 5 16 + 1 8 . 7 8 = D I - 3 C - 6 ' IN V O U T = 7 8 2 . 0 8 IN V I N = 7 8 2 . 1 2 16 + 7 9 . 5 6 = D I - 3 B - 6 ' IN V O U T = 7 8 2 . 4 8 IN V I N = 7 8 2 . 4 8 TO P = 7 8 0 . 6 2 TO P = 7 8 8 . 4 7 TO P = 7 8 8 . 2 7 TO P = 7 8 8 . 1 0 TO P = 7 8 6 . 3 8 TO P = 7 8 6 . 9 3 TO P = 7 8 7 . 1 5 TO P = 7 8 7 . 8 4 PROP. GRADE 1.5' MIN. 12 " W A T E R X I N G 8" S A N X I N G 10-YR HGL 1.5' MIN. 8" W A T E R X I N G 10' CLASS I RIP-RAP EX. STORM STR. 9 TO EX. STORM STR. 16 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V ST O R M S E W E R P R O F I L E S & C O M P U T A T I O N S AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A Rev. No. Date N/A 8 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A 12 13 30 " S T M H D P E 30 " S T M H D P E EX. 30' SLOPE, DRAINAGE, & UTILITY ESMT. INST.NO. 080005980 EX. FW INGRESS/EGRESS ESMT. INST. 180002552 6 Ar 3 Ar 28 Pl Basketball Court LANDSCAPE BY OTHERS NOT PART OF THIS PLAN PLANTING CALCULATIONS: PARKING LOT ADDITION IMPERVIOUS AREA = 17,593 SF BASKETBALL COURT IMPERVIOUS AREA= 2,350 SF INTERIOR PARKING LOT LANDSCAPING (165-27(E)(11)(b): 1 TREE PER 10 SPACES 48 SPACES PROPOSED/ 10= 5 TREES REQUIRED, 5 TREES PROVIDED PERIMETER LANDSCAPING (165-27-(E)(11)(a): 1 TREE PER 19,943 SF IMPERVIOUS AREA / 5,000 = 4 TREES REQUIRED ,4 TREES PROVIDED PARKING PERIMETER SCREENING 28- EVERGREEN SHRUBS LANDSCAPE NOTES: TREE SIZE ON PLAN VIEW IS ILLUSTRATIVE TREES. SIZES ARE AS SHOWN IN PLANT SCHEDULE SHRUBS AND TREES 28 2" cal., B&B9October Glory MapleAcer Rubrum 'October Glory' ABB BOTANIC NAME COMMON NAME QUANTITY SIZE Pl Ar #2 cont.,48"min NOTES: 1. ALL PLANTS SHALL CONFORM WITH 165-202.01 OF THE FREDERICK COUNTY ZONING ORDINANCE. ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT AND OWNER. 2.ALL SEEDED AND SODDED AREAS OF PROJECT WILL BE OF A DROUGHT TOLERANT MIX PER PENNINGTON SEED COMPANY. 3. INTERIOR AND PERIMETER TREES WILL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO A 6' RADIUS AROUND THE TREE TRUNK. 4.NO SLOPE IN EXCESS OF 25% WILL BE SEEDED OR SODDED. 5. BEFORE SODDING, SEEDING AND LANDSCAPING THE CONTRACTOR WILL TILL ALL COMPACTED AREAS AT LEAST 6" IN DEPTH TO LOOSEN THE COMPACTED SOILS AND ADD AMENDMENTS Prunus laurocerasus 'Otto Luyken'Otto Luyken English Laurel GENERAL CONDITIONS SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. NOTE: IF CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH THE SYMBOLS DRAWN ON THE PLAN, TO BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE. STANDARDS ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY. SUBSTITUTIONS: PRE-BID IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION. THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS. SUBSTITUTIONS: POST-BID IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. UTILITIES AND UNDERGROUND FEATURES THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER. IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE. WARRANTY THE STANDARD WARRANTY IS FOR ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. ANY MATERIAL THAT IS 25% DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. A TREE SHALL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK, OR 25% OF THE CROWN IS DEAD. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. STANDARDS A. PLANTS WILL BE IN ACCORDANCE WITH THE CURRENT ANLA'S STANDARDS AND CONFORM IN GENERAL TO REPRESENTATIVE SPECIES. B. BALLED AND BURLAPPED (B&B) 1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK 2. BALL SIZES SHALL BE IN ACCORDANCE WITH ANLA STANDARDS. 3. CALIPER AND HEIGHT MEASUREMENT: IN SIZE GRADING B&B SINGLE TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE GROUND LEVEL (UP TO AND INCLUDING 4" CALIPER SIZE) AND 12" ABOVE THE GROUND LEVEL FOR LARGER TREES. FOR MULTIPLE-TRUNK TREES, HEIGHT MEASUREMENT SHALL TAKE PRECEDENCE OVER CALIPER. C. CONTAINER - GROWN STOCK 1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF THE PLANT. CONTAINER-GROWN TREES ARE MEASURED BY THE SAME STANDARDS LISTED IN B.3. ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL BE WELL DEVELOPED AND WELL DISTRIBUTED THROUGH OUT THE CONTAINER. 2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING (GIRDLING) AND MATTED ROOTS SHALL BE TREATED IN THE FOLLOWING MANNER PRIOR TO PLANTING: SEPARATE THE ROOTS BY HAND, UNTANGLING SO CIRCLING ROOTS WILL NOT DAMAGE FUTURE OF THE PLANT. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS SECTION. 3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE-INCH OF RAINFALL PER WEEK. D. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION. E. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. F. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24-HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. INSPECTION A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY. B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE. C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST. PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER. B. FOR UNTREATED PLASTIC CONTAINER-GROWN PLANTS WITH CIRCLING ROOTS, SEPARATE ROOTS BY HAND AND UNTANGLE ROOTS THE LENGTH OF THE ROOTBALL. C. PLANT SHRUB OR TREE A MINIMUM OF 18 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTINGGRADE. D. APPLY A 2 TO 3" THICK LAYER OF APPROVED HARDWOOD MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS. E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE BAGS REMOVED DURING THE PLANTING OPERATION. NO ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY. 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V LA N D S C A P E P L A N Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A N/A 9 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A NOTES: 1. AT PLANTING PRUNE ONLY BROKEN OR DEAD BRANCHES PER ANSI 300 STANDARD 2. PLANTING PIT/TRENCH SHALL BE DUG DEEP ENOUGH TO ALLOW AT LEAST 1/8TH OF ROOT BALL TO SET ABOVE EXISTING GRADE 3. PLACE PLANT IN ERECT, STABLE & UNIFORM POSITION IN THE CENTER OF THE PLANTING PIT/TRENCH. ORIENT BEST FACE OF PLANT TO BE THE MOST VISIBLE. 4. BACKFILL SOIL MIXTURE: 34 EXISTING SOIL CLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS, TRASH) AND MIXED WITH 14 ORGANIC MATERIAL (COMPOSTED BARK, LEAF MOLD OR OTHER PLANT DEBRIS PROCESSED TO A POINT OF DECAY. PEAT MOSS MAY NOT BE USED.) 5. CONTRACTOR SHALL LEGALLY REMOVE EXCESS SOIL & DEBRIS FROM SITE 6. DO NOT PLACE MULCH IN CONTACT WITH STEM OF SHRUBS **ALL PLANTS MUST BE WATERED TWICE: ONCE AT INSTALLATION & AGAIN WITHIN 48-HOURS OF INSTALLATION. BACKFILL SOIL MIXTURE (TYP.) FINISHED GRADE PLACE TOP 18 OF ROOT BALL ABOVE FINISHED GRADE (TYP) 3" LAYER OF MULCH , NO MORE THAN 1" OVER ROOT BALL 2-3 X'S WIDTH OF ROOT BALL (TYP) SHRUB PLANTING DETAIL NOT TO SCALE FOR B&B : REMOVE TWINE, ROPE, WIRE, & BURLAP FROM TOP 23 OF ROOT BALL FOR CONTAINER LOOSEN THE ROOT BALL OF ANY ROOT BOUND PLANTS UNDISTURBED SUBGRADE OR COMPACTED BACKFILL SOIL MIXTURE NOTES: 1. STAKING AND GUYING MAY BE ONLY IMPLEMENTED WHERE SITE CONDITIONS REQUIRE THEIR USE. CONDITIONS WHERE STAKING AND GUYING MAY BE NECESSARY TO ENSURE STABILITY INCLUDE WINDY LOCATIONS, STEEP SLOPES, OR WHERE VANDALISM MAY BE OF CONCERN. 2. STAKES OR GUYS WILL BE INSTALLED USING CURRENTLY ACCEPTED ARBORICULTURE PRACTICES. TREES SHALL STAND LEVEL / UPRIGHT AFTER STAKING. 3. INSTALLATION WILL INCLUDE THE REMOVAL OF ALL STAKING AND GUYING MATERIAL ONE YEAR AFTER INSTALLATION. ANY HOLES REMAINING AFTER REMOVAL OF STAKES SHALL BE FILLED WITH TOPSOIL. 4. REFER TO DETAILS FOR TREE PLANTING INFORMATION DECIDUOUS TREE STAKING NOT TO SCALE PLAN VIEW (2) 2" X 2" X 8' LODGE POLE PINE OR HARDWOOD STAKES SET OUTSIDE ROOT BALL. STAKE LOCATION SHALL NOT INTERFERE WITH PERMANENT BRANCHES. 32" LONG NON-ABRASIVE RUBBER TIES, LOOPED AROUND THE TREE, THROUGH EACH OTHER, TWISTED AND SECURED TO THE STAKES IN A MANNER WHICH PERMITS TREE MOVEMENT AND SUPPORTS THE TREE IN ADVERSE CONDITIONS 5' M I N . LODGE POLE PINE OR HARDWOOD STAKES NON-ABRASIVE TREE TIES PREVAILING WIND DIRECTION NOTES: 1. AT PLANTING PRUNE ONLY CROSSING LIMBS, BROKEN OR DEAD BRANCHES THAT POSE A HAZARD TO SITE USERS PER ANSI STANDARD A 300. DO NOT PRUNE INTO OLD WOOD ON EVERGREENS. 2. CONTRACTOR SHALL MAXIMIZE EXCAVATED AREA FOR TREE PIT WITHOUT ADVERSELY IMPACTING ADJACENT SITE FEATURES. 3. BACKFILL SOIL MIXTURE: 34 EXISTING SOIL CLEANED OF DEBRIS (GRAVEL, STICKS, ROCKS, AND MIXED WITH 14 ORGANIC MATERIAL (COMPOSTED BARK, LEAF MOLD OR OTHER PLANT DEBRIS PROCESSED TO A POINT OF PEAT MOSS MAY NOT BE USED.) 4. CONTRACTOR SHALL LEGALLY REMOVE EXCESS SOIL & DEBRIS FROM SITE 5. DO NOT PLACE MULCH IN CONTACT WITH STEM OF TREE. MULCH MUST BE 6" AWAY FROM TREE TRUNK 6. TRUNK FLARE MUST BE VISIBLE WHEN PLANTED 7. IF TREE STAKING REQUIRED REFER TO TREE STAKING DETAILS. **ALL PLANTS MUST BE WATERED TWICE: ONCE AT INSTALLATION & AGAIN WITHIN 48-HOURS OF INSTALLATION. ROUGHEN / LOOSEN SOIL ON SIDES OF PLANTING HOLE. BACKFILL SOIL MIXTURE FOR ENTIRE TREE PIT AREA & ROOT BALL DEPTH FIRM SOIL IN 8" LIFTS PRUNE DOMINANT LEADERS 3" MULCH NO MORE THAN 1" ON ROOT BALL & 6" BACK FROM TREE TRUNK CENTER TREE IN PIT & SET TOP OF ROOT BALL 2" ABOVE ADJACENT GRADE. TRUNK FLARE SHALL BE VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER TOP OF ROOT BALL WITH SOIL. 4" HIGH X 8" WIDE SOIL BERM BEGINNING AT PERIPHERY OF ROOT BALL. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL. MIN. WIDTH OF TREE PIT 2 X'S ROOT BALL DIAMETER REMOVE TWINE, ROPE, WIRE, & BURLAP FROM TOP 23 OF ROOT BALL PRIOR TO MULCHING TAMP SOIL FIRMLY AROUND ROOT BALL WITH FOOT PRESSURE IN 6" LIFTS SO THAT ROOT BALL DOES NOT SHIFT. UNDISTURBED SUBGRADE ORIGINAL GRADE FINISHED GRADE TREE PLANTING DETAIL NOT TO SCALE PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER COMPACT. SECTION VIEW ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL 4" HIGH X 8" WIDE SOIL BERM BEGINNING AT PERIPHERY OF ROOT BALL. 11 12 1415 13 17 24 " S T M HD P E 30" STM HDPE 30 " S T M H D P E 30 " S T M H D P E 30 " S T M H D P E 30" STM HDPE 15" RD COLLECTION Luminaire Schedule Symbol Qty Label Description 5 BEGA 94WATT TYPE3 20 POLE MTG 22.5 Calculation Summary Label CalcType Units Avg Max Min CalcPts_1 Illuminance Fc 2.56 7.1 0.2 2.2 1.3 6.1 5.8 3.7 1.8 0.9 5.6 7.1 4.8 2.7 1.3 0.7 0.4 3.4 5.8 4.6 2.6 2.0 1.2 0.6 0.3 0.2 1.2 2.2 3.5 2.6 2.1 1.5 0.8 0.5 0.3 0.8 1.2 1.7 1.9 1.8 1.7 1.1 0.6 0.3 1.6 0.6 1.0 1.5 1.7 1.8 1.8 1.4 0.9 0.5 1.6 3.1 3.0 2.0 1.5 1.2 1.8 2.3 3.0 2.8 1.5 0.9 4.7 5.8 3.0 2.0 1.6 1.0 1.1 1.7 2.3 3.0 5.6 4.0 2.1 3.7 1.9 1.4 1.3 1.4 2.1 3.4 5.3 6.7 4.5 2.9 1.8 1.7 1.9 3.2 5.2 7.1 6.3 2.3 3.4 2.3 2.2 2.2 2.4 2.7 3.5 1.3 1.7 2.0 2.4 2.4 2.5 2.9 2.2 1.9 2.8 1.8 1 . 8 1.9 2.4 2.9 4.1 3.6 2.2 6.1 4.7 2.8 1.9 2.3 2.5 3.7 6.8 4.7 7.0 6.0 3.9 2.2 1.8 2.4 4.3 6.6 7.1 4.5 6.1 3.2 2.3 2.1 1.9 3.0 4.9 6.0 1.5 3.1 3.1 2.2 1.9 1.6 1.5 1.7 2.9 1.6 1.3 1.3 1.2 1 . 1 0.9 1.0 0.7 0.7 0.6 0.6 0.6 0.3 0.3 15 1 W i n d y H i l l L a n e Wi n c h e s t e r , V i r g i n i a 2 2 6 0 2 Te l e p h o n e : ( 5 4 0 ) 6 6 2 - 4 1 8 5 Fa x : ( 5 4 0 ) 7 2 2 - 9 5 2 8 ww w . g r e e n w a y e n g . c o m F N D 1 9 7 1 E N G I N E E R I N G SHEET OF DESIGNED BY: FILE NO. SCALE: DATE: PR O U D L Y S E R V I N G V I R G I N I A & W E S T V I R G I N I A OF F I C E S I N : W I N C H E S T E R , V A & M A R T I N S B U R G , W V SI T E L I G H T I N G Rev. No. Date AM E R I C A N W O O D M A R K P A R K I N G L O T EX P A N S I O N BA C K C R E E K M A G I S T E R I A L D I S T R I C T FR E D E R I C K C O U N T Y , V I R G I N I A 10 JANUARY 17, 2020 JNT/WB DWG #19-37 9 5197A V: 1" = 5' H: 1" = 50' ALL LIGHTING WILL CONFORM TO SECTION §165-201.07 OF THE FREDERICK COUNTY ZONING ORDINANCE AND BE FULLY DOWNCAST AND CUTOFF.