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Home My WebLink About06-22 Design PlanPROJ FILE# 50128634 Sheet Of1 10 PRE-172 WILLOW RUN SHEET INDEX VICINITY MAP SCALE: 1" = 2,000' APPROVED BY THE FREDERICK COUNTY ADMINISTRATOR DATE LOCAL UTILITIESOWNER CIVIL ENGINEER DEVELOPER COUNTY REVISIONS DATENO.DESCRIPTION BY DEWBERRY REVISIONS DESCRIPTIONDATENO.BY BACK CREEK MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA TAX MAP #: 53-A-91 & 63-A-2A ADDRESS: 964 CEDAR CREEK GRADE PROPOSED USE: RESIDENTIAL DEVELOPMENT ZONING: RP, RESIDENTIAL PERFORMANCE DISTRICT (SMALL LOT) PER REZONING RZ# 02-21 PROJECT NUMBER:MDP #06-22 DATE: JUNE 30, 2022 Dewberry Engineers Inc. 13575 HEATHCOTE BLVD. SUITE 130 GAINESVILLE, VA 20155-6693 PHONE: 703.468.2211 FAX: 703.468.2212 APPROVED BY THE DIRECTOR OF PLANNING AND DEVELOPMENT DATE PROJ FILE# 50128634 BY RELATED APPROVED PLANS: REZ #06-12, REZ #21-06, REZ #11-08 Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaCOUNTY REVISIONS DATENO.DESCRIPTION BY DEWBERRY REVISIONS DESCRIPTIONDATENO.BY DewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 2 1" = 200' AD ZTMASTER PLANPROJECT SUMMARY PIN NUMBERS: 53-A-91 & 63-A-2A TOTAL PARCELS AREA: 119.5 AC MDP AREA: 119.5 AC PROPOSED USE: AGE-RESTRICTED SINGLE FAMILY DETACHED & DUPLEX EXISTING LOT AREA (53-A-91)......112.4 AC EXISTING LOT AREA (63-A-2A)......7.1 AC ZONING...............................................RP CURRENT USE....................................RESIDENTIAL/VACANT LEGEND PROPERTY BOUNDARY MDP BOUNDARY WETLANDS PROPOSED AREA FOR SF DETACHED LOTS PROPOSED AREA FOR DUPLEX LOTS DISTURBED OPEN SPACE UNDISTURBED OPEN SPACE PROPOSED AREA FOR RECREATIONAL CENTER DIMENSIONAL REQUIREMENTS FOR RESIDENTIAL PERFORMANCE (RP) SMALL LOTS RECREATIONAL UNITS CALCULATION REQUIRED: 1 UNIT PER 30 DWELLING UNITS 300 DWELLING UNITS/30 = 10 RECREATIONAL UNITS PROVIDED: COMMUNITY CENTER (approx. 3,000 sf) 3 POOL (approx. 3,500 sf)1 2 TENNIS/PICKLE BALL COURTS 2 2 BOCCE BALL COURTS 2 PEDESTRIAN SIDEWALK CIRCULATION 1 BENCH AREA 1 TOTAL PROVIDED =10 UNITS NOTE: FACILITY TYPES AND LOCATIONS SHOWN ARE PRELIMINARY AND SUBJECT TO CHANGE WITH FINAL DESIGN. Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaCOUNTY REVISIONS DATENO.DESCRIPTION BY DEWBERRY REVISIONS DESCRIPTIONDATENO.BY DewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 3 1" = 200' AD ZTROAD PLANNOTES: 1. ALL PUBLIC AND PRIVATE ROADS TO BE CONSTRUCTED PER VDOT STANDARDS. 2. ALL STREETS TO BE PRIVATE PER PROFFERS. ALL PRIVATE STREETS TO BE APPROVED BY BOARD OF SUPERVISORS PER COUNTY CODE. 3. CONCEPTUAL ROAD LAYOUT IS SUBJECT TO MINOR CHANGES WITH FINAL ENGINEERING. Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaCOUNTY REVISIONS DATENO.DESCRIPTION BY DewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 4 1" = 100' AD ZTENVIRONMENTAL ANDUTILITIES PLANLEGEND PROPERTY BOUNDARY; MDP BOUNDARY STEEP SLOPES (>35%) =+/-0.83 AC. (+/- 0.21 AC. ARE DISTURBED) FLOODPLAIN +/- 18.06 AC. WETLANDS PROPOSED WATER MAIN PROPOSED SANITARY MAIN PROPOSED STORM SEWER PROPOSED 5' SIDEWALK STORM/RUNOFF DIRECTION FP NOTES: 1. TWO (2) FOOT CONTOUR INTERVAL SHOWN ON THIS PLAN FROM TOPOGRAPHIC MAPPING PREPARED BY MRA, SEPTEMBER 2021. 2. BOUNDARY INFORMATION PER BOUNDARY SURVEY PREPARED BY DEWBERRY, SEPTEMBER 2020. 3. ALL PUBLIC AND PRIVATE ROADS TO BE CONSTRUCTED PER VDOT STANDARDS. 4. ALL STREETS TO BE PRIVATE PER PROFFERS. ALL PRIVATE STREETS TO BE APPROVED BY BOARD OF SUPERVISORS PER COUNTY CODE. 5. ALL PROPOSED UTILITIES ARE TO BE PLACED UNDERGROUND WITH THE EXCEPTION OF THE OVERHEAD POWER LINE. 6. STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICE (SWM/BMP) CONCEPT SHOWN FOR SCHEMATIC PURPOSES AND IS SUBJECT TO CHANGE WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 7. UTILITY LOCATIONS (STORM, SANITARY SEWER AND WATER) ARE SHOWN FOR SCHEMATIC PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 8. THE PROPOSED SANITARY SEWER SYSTEM WILL FLOW TO THE ON-SITE PUMP STATION TO BE PUMPED TO THE EXISTING FORCE MAIN. THIS EXISTING SANITARY SEWER SYSTEM IS PART OF THE FREDERICK WATER SANITARY SEWER SYSTEM. 9. THE PROPOSED WATER DISTRIBUTION SYSTEM WILL CONNECT TO THE EXISTING WATER DISTRIBUTION SYSTEMS WEST OF THE PROJECT SITE AND NEAR MERRIMANS LANE. THE EXISTING WATER DISTRIBUTION SYSTEM IS PART OF THE FREDERICK WATER WATER SYSTEM. THE WATER MAIN WITHIN THE DEVELOPMENT WILL BE 8" DIAMETER. THE WATER MAIN SIZE FOR THE CONNECTION WILL BE DETERMINED WITH FINAL ENGINEERING. 10. ELECTRIC, GAS, AND COMMUNICATION UTILITIES WILL BE COORDINATED DURING FINAL ENGINEERING PRIOR TO CONSTRUCTION. 11. NO HISTORICAL STRUCTURES OR SITES ARE KNOWN TO EXISTING WITHIN THE PROJECT LIMITS SHOWN ON THIS PLAN. 12. DSA AREA OR WETLAND DELINEATION SHOWN ON THIS PLAN PROVIDED BY OTHERS. 13. OPEN SPACE SHOWN HEREON IS APPROXIMATE AND SUBJECT TO MODIFICATION WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 14.ALL SIGNAGE WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-201.06 15.ALL LIGHTING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-201.07 16. ALL LANDSCAPING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-203.01. 17. NO BLASTING WITHIN 300 FEET OF CITY OF WINCHESTER UTILITY LINES. Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaCOUNTY REVISIONS DATENO.DESCRIPTION BY DewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 5 1" = 100' AD ZTENVIRONMENTAL ANDUTILITIES PLANLEGEND PROPERTY BOUNDARY; MDP BOUNDARY STEEP SLOPES (>35%) =+/-0.83 AC. (+/- 0.21 AC. ARE DISTURBED) FLOODPLAIN +/- 18.06 AC. WETLANDS PROPOSED WATER MAIN PROPOSED SANITARY MAIN PROPOSED STORM SEWER PROPOSED 5' SIDEWALK STORM/RUNOFF DIRECTION FP NOTES: 1. TWO (2) FOOT CONTOUR INTERVAL SHOWN ON THIS PLAN FROM TOPOGRAPHIC MAPPING PREPARED BY MRA, SEPTEMBER 2021. 2. BOUNDARY INFORMATION PER BOUNDARY SURVEY PREPARED BY DEWBERRY, SEPTEMBER 2020. 3. ALL PUBLIC AND PRIVATE ROADS TO BE CONSTRUCTED PER VDOT STANDARDS. 4. ALL STREETS TO BE PRIVATE PER PROFFERS. ALL PRIVATE STREETS TO BE APPROVED BY BOARD OF SUPERVISORS PER COUNTY CODE. 5. ALL PROPOSED UTILITIES ARE TO BE PLACED UNDERGROUND WITH THE EXCEPTION OF THE OVERHEAD POWER LINE. 6. STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICE (SWM/BMP) CONCEPT SHOWN FOR SCHEMATIC PURPOSES AND IS SUBJECT TO CHANGE WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 7. UTILITY LOCATIONS (STORM, SANITARY SEWER AND WATER) ARE SHOWN FOR SCHEMATIC PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 8. THE PROPOSED SANITARY SEWER SYSTEM WILL FLOW TO THE ON-SITE PUMP STATION TO BE PUMPED TO THE EXISTING FORCE MAIN. THIS EXISTING SANITARY SEWER SYSTEM IS PART OF THE FREDERICK WATER SANITARY SEWER SYSTEM. 9. THE PROPOSED WATER DISTRIBUTION SYSTEM WILL CONNECT TO THE EXISTING WATER DISTRIBUTION SYSTEMS WEST OF THE PROJECT SITE AND NEAR MERRIMANS LANE. THE EXISTING WATER DISTRIBUTION SYSTEM IS PART OF THE FREDERICK WATER WATER SYSTEM. THE WATER MAIN WITHIN THE DEVELOPMENT WILL BE 8" DIAMETER. THE WATER MAIN SIZE FOR THE CONNECTION WILL BE DETERMINED WITH FINAL ENGINEERING. 10. ELECTRIC, GAS, AND COMMUNICATION UTILITIES WILL BE COORDINATED DURING FINAL ENGINEERING PRIOR TO CONSTRUCTION. 11. NO HISTORICAL STRUCTURES OR SITES ARE KNOWN TO EXISTING WITHIN THE PROJECT LIMITS SHOWN ON THIS PLAN. 12. DSA AREA OR WETLAND DELINEATION SHOWN ON THIS PLAN PROVIDED BY OTHERS. 13. OPEN SPACE SHOWN HEREON IS APPROXIMATE AND SUBJECT TO MODIFICATION WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 14.ALL SIGNAGE WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-201.06 15.ALL LIGHTING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-201.07 16. ALL LANDSCAPING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-203.01. 17. NO BLASTING WITHIN 300 FEET OF CITY OF WINCHESTER UTILITY LINES. Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaCOUNTY REVISIONS DATENO.DESCRIPTION BY DewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 6 1" = 100' AD ZTENVIRONMENTAL ANDUTILITIES PLANLEGEND PROPERTY BOUNDARY; MDP BOUNDARY STEEP SLOPES (>35%) =+/-0.83 AC. (+/- 0.21 AC. ARE DISTURBED) FLOODPLAIN +/- 18.06 AC. WETLANDS PROPOSED WATER MAIN PROPOSED SANITARY MAIN PROPOSED STORM SEWER PROPOSED 5' SIDEWALK STORM/RUNOFF DIRECTION FP NOTES: 1. TWO (2) FOOT CONTOUR INTERVAL SHOWN ON THIS PLAN FROM TOPOGRAPHIC MAPPING PREPARED BY MRA, SEPTEMBER 2021. 2. BOUNDARY INFORMATION PER BOUNDARY SURVEY PREPARED BY DEWBERRY, SEPTEMBER 2020. 3. ALL PUBLIC AND PRIVATE ROADS TO BE CONSTRUCTED PER VDOT STANDARDS. 4. ALL STREETS TO BE PRIVATE PER PROFFERS. ALL PRIVATE STREETS TO BE APPROVED BY BOARD OF SUPERVISORS PER COUNTY CODE. 5. ALL PROPOSED UTILITIES ARE TO BE PLACED UNDERGROUND WITH THE EXCEPTION OF THE OVERHEAD POWER LINE. 6. STORMWATER MANAGEMENT & BEST MANAGEMENT PRACTICE (SWM/BMP) CONCEPT SHOWN FOR SCHEMATIC PURPOSES AND IS SUBJECT TO CHANGE WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 7. UTILITY LOCATIONS (STORM, SANITARY SEWER AND WATER) ARE SHOWN FOR SCHEMATIC PURPOSES AND ARE SUBJECT TO CHANGE WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 8. THE PROPOSED SANITARY SEWER SYSTEM WILL FLOW TO THE ON-SITE PUMP STATION TO BE PUMPED TO THE EXISTING FORCE MAIN. THIS EXISTING SANITARY SEWER SYSTEM IS PART OF THE FREDERICK WATER SANITARY SEWER SYSTEM. 9. THE PROPOSED WATER DISTRIBUTION SYSTEM WILL CONNECT TO THE EXISTING WATER DISTRIBUTION SYSTEMS WEST OF THE PROJECT SITE AND NEAR MERRIMANS LANE. THE EXISTING WATER DISTRIBUTION SYSTEM IS PART OF THE FREDERICK WATER WATER SYSTEM. THE WATER MAIN WITHIN THE DEVELOPMENT WILL BE 8" DIAMETER. THE WATER MAIN SIZE FOR THE CONNECTION WILL BE DETERMINED WITH FINAL ENGINEERING. 10. ELECTRIC, GAS, AND COMMUNICATION UTILITIES WILL BE COORDINATED DURING FINAL ENGINEERING PRIOR TO CONSTRUCTION. 11. NO HISTORICAL STRUCTURES OR SITES ARE KNOWN TO EXISTING WITHIN THE PROJECT LIMITS SHOWN ON THIS PLAN. 12. DSA AREA OR WETLAND DELINEATION SHOWN ON THIS PLAN PROVIDED BY OTHERS. 13. OPEN SPACE SHOWN HEREON IS APPROXIMATE AND SUBJECT TO MODIFICATION WITH FINAL ENGINEERING AND DESIGN PLAN SUBMISSION. 14.ALL SIGNAGE WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-201.06 15.ALL LIGHTING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-201.07 16. ALL LANDSCAPING WILL CONFORM TO FREDERICK COUNTY ZONING ORDINANCE §165-203.01. 17. NO BLASTING WITHIN 300 FEET OF CITY OF WINCHESTER UTILITY LINES. Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 7 NTS ZTBOUNDARYSURVEY NOT TO SCALE Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 7A NTS ZTBOUNDARYSURVEY NOT TO SCALE Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 8 N/A AD ZTPROFFERSTATEMENTSPROFFER STATEMENT (RZ# 02-21) Drawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 9 N/A AD ZTPROFFERSTATEMENTSPROFFER STATEMENT (RZ# 02-21) (CONTINUED) 10 N/A AD ZTPROFFERSTATEMENTSDrawn By Plan Number Checked By Designed By File Number PRE-172 Sheet Scale Date 10OfWILLOW RUNMASTER DEVELOPMENT PLANFrederick County, VirginiaDewberryEngineers Inc.13575 HEATHCOTE BLVD.SUITE 130GAINESVILLE, VA 20155-6693PHONE: 703.468.2211FAX: 703.468.2212MDP #06-22 6/30/2021 PROFFER STATEMENT (RZ# 02-21) (CONTINUED)