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HomeMy WebLinkAbout01-20 Design PlanGENERAL NOTES 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the client and municipal codes. This plan set n approval AND this Ian set is r construction until ALL necessary agencies have Ive ' not considered complete orappropriate fo co t 9 PP P s On 9 P signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or construction prior to will be performed at the risk of the personnel authorizing work. GE shall be held harmless approvals and licensed/professional sealing 9 a P P pP P 9 la set receives approvals and seals. ' I changes incurred on work started before this n from and costs time dela and/or materia c P pP Y 9 f current County Construction Standards of the improvements herein shall conform to Methods and materials used in the constructionty 2P and Specifications and/or current VDOT Standards and Specifications. i s methods techniques, f and shall not be responsible for construction mean The Engineer shall not have control over or charge o 3. T 9 9 P 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 theirs until or employees, orany other person performing portions of the work. 4 The Contractor, Owner or Developer shall be responsible for securing any third partyinspection/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 ifcations in theseplans. I h contractors responsibility to lens are taken from existing records. It shall be the t The location of existing utilities shown in these P ty verify S. P 9 9 The contractor shall be responsible for of all existing utilities as needed prior to construction. the exact horizontal and vertical locationp 9 P be aired whether recommended or not b these tans to determine the exact location and the digging of all test holes that may b P 99 9 Y q Y If conflicts arising from this existing utility verification or if during the course of construction an elevation of existing utilities. I an o 9 Y 9 Y 9 9 ry I ti Greenway Engineering h contractor shall cease work in that area and immediate no object of an unusual nature is encountered the t ty Y 9 g o Y 1 Greenway Engineering or engineer associated with these tans shall not be at 540 6624185 and/or the proper authority.p ( ) P P Y 9 9 Y 9 reinstallation an affil or other cost that may be associated with the installation or responsible or liable for an constructionY ty P YY 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. S. 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. Virginia 9. The Developer or his agent shall be responsible for obtaining any required permits from the g inia De partment 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 SBA. 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 lotistreet 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 andlor 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 AASH70-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. i shown n this Ian will be protected in accordance with state law. 31. These plans identify the location of all known gravesites. Graves fes o p 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. I FREDERICK WATER CONSTRUCTION NOTES i. Frederick Waters Water and Sewer Standards and Specifications are available at www.frederickwater.com. 2. The contractor shall adhere to Frederick Water's standards and specifications in effect at the time of construction. 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall connect a new sewer line to an existing manhole by core drilling the manhole. 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. Frederick Water shall furnish all needed material and make the tap. a. An Application for Wet Tap shall be submitted and the initial fee paid before tap is made. 6. Exact locations of water and sewer services on new lines are to be coordinated with Frederick Water's inspector. 7. Frederick Water's maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. The Authority shall furnish and install: 1. all 518"x3/4", 3/4", 1", 1 54" and 2" water services ii, all sewer services. b. The owner/developer shall: i. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Water's engineering assistant ii. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ABBE standard number 1015 or 1013. 10. All fire lines must have a backfiow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. The assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its b. Fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved O&M Manual. These documents must be received before substantial completion is issued and water meters released. February 27, 2018 VDOT GENERAL NOTES 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 f discrepancy or conflict between the tate federal or local regulations. In case o a disc Regulations, and an otherapplicable s P Y g Y9 the most stringent shall overt. Standards or Specifications and Regulations,g g V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safe ty and Health Administration (OSHA), and Virginiainia Occupational Safety & Healthh (VOSH) Rules and Regulations. kti within T's right-of-way, a all traffic control whether permanent or temporary, shall be in accordance with the V3. When working g y, P P ry, management len needs to be submitted for inn l of VDOT's Work Area Protection Manual. A transportationkWim current edag P approval and land use permit issued prior to any execution of work within the VDOT right of way. Iutilities,includin traffic si nal poles, 'unction responsible for rT or pri at his public utile an and ie .I V4 The developer shall be9 9 p � 1 g, P Y P boxes, controllers, etc., owned by VDOT s private / putinc utility companies. Itis the sole responsibility . the developer to i the proposed construction activity. VDOT approval of locate and identify utility facilities or items that may be in conflict with p p ty pp from this responsibility. these plans does not indemnify the developerp ty control or safe of traffic may be subject to changeas V5. Design features ary by D field construction regulations, and co g safety v l 9 9 field vision shall be the responsibility of a VDOT. n additional expense incurred as a result of an e re deemed recess b O. A P ty necessary Y Y P Y the developer. V6. I f required b the local VDOT La Development Office a re -construction conference nce s hall be arranged a nd held b the engineer enar with the attendance of the contractor (a), various County agencies, affil tycom antes and VDOT Prior to initiation of work. V7. The contractor shall notify the local VOO7 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. VS. 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 Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. thi -six 36 inches cover V71. All water and sewer lines within existing r proposed VDOT right-of-way shall have n minimum try ( 1 and when possible 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 suing the course of construction 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 samples) 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 project to 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 VOOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. Vl5. VDOT Standard CD and UD undordrams 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 storm sewer 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 plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection purposes. Additional testing may be required as directed 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 determined using 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 specified otherwise. 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 VDOT representative 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 the bottom 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 and Bridge Standard PEA. 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's installation 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 beinvestigated by means of exploratory ryborin s advanced belowproposed 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 comply with VDOT Road and Bridge Standard PEA. 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, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. FIRE MARSHAL'S NOTE 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. UTILITY CONTACTS Water/ Frederick Water Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540)868-1061 (301)954-6282 Power: Shenandoah Valley Electric Coop Gas: Washington Gas 3463 Valley Pike P.O. Box 2400 Winchester, VA 22602 Winchester, VA 22604 1-540-450-2051 (540) 869-1111 Virginia Utility Protection Service 1-800552-7001 LAND BAY DEVELOPMENT NARRATIVE The development of different housing types is permitted to occur simultaneously throughout the various Land Bays within Snowden Bridge. In order for development to occur, a Master Development Plan and Subdivision Design Plan must be approved for the applicable Land Bay by Frederick County, all required improvements must be bonded and all streets serving land uses must be developed to standards acceptable to the County. EXISTING INTERMEDIATE CONTOUR Sheet Title SANITARY MANHOLE IDENTIFIER EXISTING INDEX CONTOUR STORM DRAIN STRUCTURE IDENTIFIER 330 PROPOSED CONTOUR 400 4 55 EXISTING EDGE OF PAVEMENT X3 6 Land Use Plan and Sheet Index LIGHT POLE PROPOSED EDGE OF PAVEMENT 8 Land Use Plan 9 Land Use Plan EXISTING CURB AND GUTTER Land Use Plan 11 Land Use Plan 12 PROPOSED CURB AND GUTTER 13 Land Use Plan 14 Proffer Compliance Sheet TRANSITION TO REVERSE CURB E- U 100% _.. I TOTAL INTERNAL TOTAL PASS -BY 'NEW _ EXISTING TELEPHONE LINE 167 14 957 334 35 1,405 260 69 1,167 260 75 829 PROPOSED TELEPHONE LINE 600320% -L.. 1,545 25,178 4% 76% EXISTING STORM SEWER PROPOSED STORM SEWER rZr^ VJ U .� O U) EXISTING SANITARY SEWER 0 PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE PROPOSED GAS LINE PROPERTY LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE CENTERLINE EXISTING TREE LINE FLOW LINE FENCELINE EXISTING UTILITY POLEIGUIDE WIRE 'a ' EXISTING TELEPHONE PEDESTAL El EXISTING WATERLINE W/ TEE T� I T, PROPOSED WATERLINE W1 TEE 1"'7 EXISTING FIRE HYDRANTNALVEIMETERC&/ 0 • PROPOSED FIRE HYDRANT/VALVEIMETER COO H 0) PROPOSED REDUCER SIGNS PARKING INDICATOR A - INDICATES THE NUMBER OFTYPICAL PARKING SPACES HANDICAP PARKING (k - VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE ---,v _ PROPOSED SANITARY LATERAL CLEANOUT Sheet Title SANITARY MANHOLE IDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EXISTING SPOT ELEVATION X735.4 4 55 PROPOSED SPOT ELEVATION X3 6 Land Use Plan and Sheet Index LIGHT POLE Y SEAL RANDY L. KFPLEF Lic. NO. 32809 i - Feb -2a2.4? PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH THE COUNTY FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE DIRECTOR OF PLANNING AND COLIN ADMINISTRATOR. OWNERS CERTIFICATE The foregoing Site Plan of the land of BROOKFIELD STEPHENSON VILLAGE, LLC is With the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. 3) TE BROOKFIELD STEPHENSON VILLAGE, LLC 3201 Jermantown Road Suite 150 Fairfax, VA 22031 (571) 581-4791 FREDERICK WATER PROJECT INFORMATION Calculation of demand/discharge WATER AND SANITARY SEWER USAGEWATER DEMAND *Residential: 300 gpd per connection WATER DEMAND 369 900 GPD "Commercial: 75 gpd per 1,000 of �_ 9ndustrial: 25 gpd @ 10 persons peracre SANITARY SEWER DISCHARGE 369,900 GPD SEWER DISCHARGE Sewer discharge equals water demand III Sf i Ai .. i' �1 r S r !► LLrLi' ■:I,17 F r r I r i I F r -- I , s i �i 1 v� 1� I P f 1 ' f - - 4 .. r Sheet Number Sheet Title 1 Cover Sheet 2 Overall Boundary and Adjoiner Properties 3 Proffered GDP and Project Development Plan 4 Overall Site Environmental Features 5 Development Aggregate Tabulation Sheet 6 Land Use Plan and Sheet Index 7 Road Classification & Required Landscaping Plan 8 Land Use Plan 9 Land Use Plan 10 Land Use Plan 11 Land Use Plan 12 Land Use Plan 13 Land Use Plan 14 Proffer Compliance Sheet PROJECT INFORMATION SITE LOCATION: FREDERICK COUNTY PARCEL IDENTIFICATION NO.: 44-A-293, 44 -A -292A, 44 -A -31B CURRENT ZONING: R4, RESIDENTIAL PLANNED IN COMMUNITY DISTRICT CURRENT USE: RESIDENTIAL/UNDEVELOPED PROPOSED USE: RESIDENTIAL PLANNED COMMUNITY TOTAL SITE AREA: 364.73 ACRES MASTER DEVELOPMENT PLAN REV. #7 (MDP 306-18) APPROVED: 10/22/2019 TRIP GENERATION DATA REZONING TIA BY PHR&A - 0210712003 'roject Name: Project Number: SNOWDEN BRIDGE 2760B Magisterial District: Date of Plan: STONEWALL MAGISTERIAL DISTRICT 12/16/2019 Owner: Address, Including Zip Code & Telephone No. 3201 Jermantown Road, Suite 150 Brookfield Stephenson Village, LLC Fairfax, VA 22031 571-581.4791 Brookfield Stephenson Village, LLC Engineer Certifying Plan: GREENWAY ENGINEERING Fairfax, VA 22031 5715814791 address, Including Zip 151 Windy Hill Lane Winchester, VA 22602 APPROVAL h� �h Ty, c r 0 0 PHASE 3 STEPHENSON VILLAGE TRIP GENERATION SUMMARY � LAND USE AMOUNT IN AM PEAK HOUR- _,.. OUT TOTAL PM IN PEAK HOUR .__ OUT TOTAL _ ADT PERCENTAGE OF TOTAL CODE 210 220 230 251 _ 253 520 710 820 SINGLE FAMILY DETACHED APARTMENT TOWNHOUSE/CONDO ELDERLY HOUSING -DETACH ELDERLY HOUSINGATTACH144 ELEMENTARY SCHOOL OFFICE RETAIL 858 UNITS 480 UNITS 780 UNITS 531 UNITS UNITS 550 STUDENTS 60,000 S.F. 190,000 S.F. TOTAL TRIPS 153 39 44 49 6 94 109 143 636 458 203 215 86 4 65 15 91 1,138 610 242 260 135 10 160 124 234 1,774 477 187 225 112 8 2 25 460 1,495 268 92 11 63 6 4 122 499 1,164 745 278 336 175 14 6 147 959 2,659 8,580 3,011 6,786 2,124_ 501 527 896 10,299 32,726 _ Ux]Z ZJW124 E- U 100% _.. I TOTAL INTERNAL TOTAL PASS -BY 'NEW _ 167 21 448 167 14 957 334 35 1,405 260 69 1,167 260 75 829 519 144 1,996 600320% -L.. 1,545 25,178 4% 76% 'roject Name: Project Number: SNOWDEN BRIDGE 2760B Magisterial District: Date of Plan: STONEWALL MAGISTERIAL DISTRICT 12/16/2019 Owner: Address, Including Zip Code & Telephone No. 3201 Jermantown Road, Suite 150 Brookfield Stephenson Village, LLC Fairfax, VA 22031 571-581.4791 Brookfield Stephenson Village, LLC Engineer Certifying Plan: GREENWAY ENGINEERING Fairfax, VA 22031 5715814791 address, Including Zip 151 Windy Hill Lane Winchester, VA 22602 APPROVAL h� �h Ty, c r 0 0 DATE: 12/16/2019 SCALE: N/A DESIGNED BY: KDP FREDERICK COUNTY DIRECTOR OF PLANNING & DEVELOPMENT DATE FILE NO. 2760E SHEET 1 OF 14 FREDERICK COUNTY ADMINISTRATOR DATE 19-24 E- U_ Z' rW V Z C) A � wcn >a� cooV, Z Ux]Z ZJW124 E- U M� o QHa rZr^ VJ U .� O U) 0 DATE: 12/16/2019 SCALE: N/A DESIGNED BY: KDP FREDERICK COUNTY DIRECTOR OF PLANNING & DEVELOPMENT DATE FILE NO. 2760E SHEET 1 OF 14 FREDERICK COUNTY ADMINISTRATOR DATE 19-24 T.M. 44-A-1384 ZONE.' RA NORWOOD T. OWOARK & [AURA W. O'RCARK 380 OLD CHARLES TOWN RD. STEPHENSON, ✓A 22656 T.M. 44-A-31 ZONE.- R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 T.M. 44-A-292 ZONE.' R4 FREDERICK COUNTY VIRGINIA, FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, VA 22601 •4 A ^ o gUOCg,VE,6,R COURT N 88'40'09" E\ S 7g.gg,37. E M/V, - P ho � 8�� S J H �O%L BRIDGE �� Ate• _ �q a SECOON 613 � �'• SNOWDEN BRIDGE R'DR INST/ SECTION FOUR \ 150001464 rgp J� INST.J/ 120006090GD 9Rc ss• SNok o°� gori o "y7 4p5ge� d G SNOWDEN e m �U BRIDGE �••Pi, \\ ^.r, SECTION SA`� INST. w �� ppp �Otj 13004699 .� i cc SNOWDEN p1H"" $L SNOWDEN N BRIDGE 2 4� IDG SECTION 58 SECTION SA INST./ INSTAF i 14003651 ST 13004699 V�m /j•�L+ps�r ? /, 7"a DJ�7 CR V9*SC' SNOWDEN BRIDGE H srg of SECTION ONE of 7" o /NST JJ 070006358 ` Att' d t� yF' SNOWDEN � \ SEC77ONEBRIDG7A \ SNN IGEN .4+ry,SdA`` s 14000 I1vs52 ---SECTION 7B NST. 150012136 �o NORTHUdJBg DRIVE' SNOWDEN BRIDGE G"Ja D SECTION TWO tq2.� INST.11 110009016 d d oTY4 • ��° N 6;33gO. PARYHOUSE COUNT b o4, 4F °, W 403 09, SNOWDEN BRIDGE AA,fiT' 'V.N' G 5 tioo' m SECTION 7A INSTI 140003652 �q7•W 8q? 7NSTJ� ?OTy�FFF 6Oy14�Oj 3p ^' $y ADEN B�G` #SETION3A T 004 715 SNOWDEN BRIDGE SEC77ON 10 INST.J 160008656 T.M. 44-A-29 ZONE RA JUDITH MCCANN SLAUGHTER c LVh d U7pj 1 / 562 MILBURN RD. WINCHESTER, VA 22603^ T.M. 44 -A -31A 2 'SNDWDEN BRIDGE •i' IONS R4 J 44 °j c SECTION 14A '� �' ll.l STEPHENSON ASSOCIATES, L.C. kT2 INSTgf 180007156 Z Z P.O. BOX 2530 CROS WINCHESTER, VA 22604 'L p R BURT SNOWDEN BRIDGE 0 SECTION 144 / INST./ 1190007291 7" L Cl REfiOUE OF T.M. 4A -A -29J V 9.4001fgE1D S1£PHEN50.V WLMO& LLC. O y, MST. m .. / 040021293 & 41M1 !� NEMR,1 ZOTRF. WC44/ T.M. 44 -A -31B n ZONE R4 L4 BROOKFIELD STEPHENSON VILLAGE, LLC 3201 JERMANTOWN ROAD SU17F 150 FAIRFAX, VA 22030 18.05 AC _ 9 I T.M. 44 -A -292B ZONE R4 FREDERICK COUNTY VIRGINIA, FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, VA 22601 / \,SNOWDEN BRIDGE SECEDE 8 INST] 160006094 SNOWDEN BRIDGE \SEC77ON 13A INST.$ 190006473 T.M. 44 -A -31A ZONE., R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 T.M 4f -A-2921 Z ' R4 6R,NIXfNE1D SJJPHEIARON WJAG& LLC sa JT01 JERYWRW M]IO v SUITE 150 `�S�• FNR M VA 2TNA30 - 19.31 AG Lin O. SNOWDEN BRIDGE SECTION 9 INST.# 170004851 SNOWDEN BRIDGE SECTION 15 INST.# 190012762 S Sob' 9 LINE BEARIN KEY TO ADJOINING PROPERTY OWNERS RAX IDBNTIPICATTON NG. 08'3 '41" W 25.08' � S 131 '07" W Q T.M. 44-A-208 ACTRESS L GOILER a RESIDENTIAL 776 OLD CHARIER TONS RD. 31'F.PIIMNSON. VA 226H 0 T.M. 44-A-209 RODNEY L ARF'LECK & DONNA M. AFPLECK a RESIDENTIAL 786 OLD CHARLES TOWN RD. STEPHENSON. VA 22868 0 T.N. 44-A-210 WILLIAM C. JONES, JR. & BRENDA L JONES RA RESIDENTIAL 798 OLD CHARD TOWN ND. STEPHENSON, VA 22666 o T.N. 44-A-211 RICHARD R. KNUPP At BONNIE E KNUPP RA RESIDENTIAL PO BOX 97 STEPHENSON. VA RUSS Q T.N. 44-A-212 JACK L H US RA RESIDENTIAL 480 SIE JONES ROAD, CLEAR DODGE, VA 22624 Q T.N. 44-A-218 DINAH GAIL, CODE RA RESIDENTIAL P.O. BOX 2672. WINCHESTER, VA 22804 a T.Y. 44-A-219 MICHAEL NELSON RA RESIDENTIAL 784 JORDAN SPRINGS RD. STEPHENSON, VA MOW x R.N. 44-A-220 STEPHEN A. SCANLAN RA RESIDENTIAL 794 JORDAN STRINGS RD. STEPHENSON, VA 22666 Qi T.M. 44-A-221 GEORGE 0. TRAVERS RA RESIDENTIAL 804 JORDAN SPRINGS N0. STEPHENSON. VA 28856 Q T.M. 44-A-222 ROGER A. & MARY S. M.GAFFICK. TR RA RESIDENTIAL 816 JORDAN SPRINGS ED. MEPRENSON• VA U658 Q T.M. U -A-228 DONALD L MISURN & IONBERLY X MII,BURN RA RESIDENTIAL ORR JORDAN SPRINGS NO. STEPHENSON. VA 22866 c T.M. 44-A-224 MITLT®L B. SETH RA RESIDENTIAL 886 JORDAN SPRINGS RD. STEPHENSON. VA 22650 u T.Y. 4,1-A-226 STEVE A. LINK & DENNIS W. LINK a RESIDENTIAL PO BOX 236 STEPHENSON, VA 22868 Q T.M. 44-A-226 JAMES R. LEITH, M. & JESSICA N. LEITH RA RESIDENTIAL 856 JORDAN SPRINGS RIM. STEP[i6N90N, VA 22MB 0 T.H. 44-A-226 RONALD T. JENEINS & MARY A. JENK NS RA RESIDENTIAL 868 JORDAN SPRINGS RIM. 8'l'BPIIMNSGN, VA 22868 Q T.S. 44-A-231 DONALD L ENNUIS & HELEN L EMU RA UYIRIFIG ED PO BOX 68 STEPBENSON. VA 22858 9 T.M. 44-A-29113 DAVID R. DEHAVEN a UNIMPROVED 908 JORDAN SPRINGS RD. STEPHENSON, VA 22656 Q T.M. 44-A-292 STEPHEN K HEPNER, HOLLY D. SESSION RA RESIDENTIAL 918 JORDAN SPRINGS RD. STEPHENSON, VA MN Q T.M. 44-A-299 STEPHEN K HEPNER RA UYBI+ROVED 918 JORDAN SPRINGS SO. STEPHENSON. VA 22666 0 T.Y. U -A-294 ROBBIE M. PEARSON RA UMI PROVED NO JORDAN SPRINGS ST. STEPHENSON, VA 226M u T.M. U -A-296 ROBETE M. PEARSON RA RESIDENTIAL 982 JORDAN SPHINGES RD. STEPHENSON, VA U656 Q T.M. 44-A-236 WBLJAM RIMAU MORRISON RA RESIDENTIAL 296 TIGIER LAIRS LANG, CLEAR BROOK, VA 22824 T.M. 44-A-238 WHIM G. MRD:R N RA IINIBRGVED 1090 JORDAN SPRINGS ROAD, STEPHENSON, VA 22MB + TAT. 4 A-287 CORNING! L & INS L ENRON SA k f2®A L k OWN B. 01183 a UNWROVBD 1968 FARFAX PHOS WHITE POST, VA SUITS Q T.M. 44-A-286 EDDIE R. ROBERTS, JR. RA RESIDENTIAL 1005 JORDAN SPRINGS ED. STEPHENSON. VA MON Q T.M. 44-A-288 EDDIE R. ROBERTS. JR. EA RESIDENTIAL 1006 JORDAN SPRINGS ED. STEPHENSON. VA 22656 At R.Y. 44-A-287 EDDIE R. ROBERTS, JR. RA UYI�ROVED 1W8 JORDAN SPRINGS RD. STEPHENSON, VA 22866 Q TJL 4I -A-288 WIJJAM G. YHIMR N & KATIE 1BWE a UMBeROVED 10.90 JORDAN SPRINGS ROAD, STBPHI NEON, VA 22868 .� T.Y. 44-A-289 WILLIAM G. MEET RI & WILLIAM G USIBR N RA RESIDENTIAL PO BOX 68, STEPHENSON, VA 22866 T.M. 14-A-291 BEVERLY B. 11EBB RA RESIDENTIAL P.O. BOX 189, SANETEL FL 95957 T.M. 44 -A -31B n ZONE R4 L4 BROOKFIELD STEPHENSON VILLAGE, LLC 3201 JERMANTOWN ROAD SU17F 150 FAIRFAX, VA 22030 18.05 AC _ 9 I T.M. 44 -A -292B ZONE R4 FREDERICK COUNTY VIRGINIA, FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, VA 22601 / \,SNOWDEN BRIDGE SECEDE 8 INST] 160006094 SNOWDEN BRIDGE \SEC77ON 13A INST.$ 190006473 T.M. 44 -A -31A ZONE., R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 T.M 4f -A-2921 Z ' R4 6R,NIXfNE1D SJJPHEIARON WJAG& LLC sa JT01 JERYWRW M]IO v SUITE 150 `�S�• FNR M VA 2TNA30 - 19.31 AG Lin O. SNOWDEN BRIDGE SECTION 9 INST.# 170004851 SNOWDEN BRIDGE SECTION 15 INST.# 190012762 S Sob' 9 LINE BEARIN DISTANCE L1 N 0311)00- W 97.30' L2S 08'3 '41" W 25.08' LES S 131 '07" W 119.58' L4 N 76' 9'53" W 112.00' L5 N 1310`07" E 34.58' U6 N 08 '41° E 25.08' UT -N 1 0'07° E 85.00' L8 N 17'433° E 25.08' L9 N 7 '49'53" W 12.00' L1 NN 1 10'07" E 56.00' 711 N 310107" E 97.44' L12 N 7'44'33" E 150.48' 713 N 08'35'41" E 25.08' 714 N rl310'07" E 75.00' L15 N 17'44'33" E 25.08' L16 N 08'35'41" E 25.08' 5_7 N 1310'07" E -70 37' L18 S 26'06'37" W 97.77' L19 N 635323" W 118.00' L20 N 635323" W 50.00' L21 S 26'0637" W 6.30' L22 N 6353'23" W 125.00' L23 N 26'06'37" E 23.00' L24 N 63'5323" W 148.50' L25 S 26'06'37" W 98.18' L26 N 33'34'15" E 117.39' L27 S 47'41'53" E 33.08' L28 S 3252'31" E 201.35' L29 S 28'52'50" E 164.95' L30 S 0628'31" W 77.31' L35 S 45144'10" E 60.59' L36 S 3515'01" W 161.85' L37 S 8015.57" W 117.05 L38 S 45'44'10" E 67.71' L39 N 44'15'50" E 25.94' L40 S 08'5725" W 49.64' UNE BEARING DISTANCE L41 S 48'38'44" E 100.10' L42 S 28'59'22" W 7.03' L43 S 47'50'14" E 98.27' L44 S 4326'54" W 19.15' L45 S 47'08'06" E 100.00' L46 S 47'05'57" E 100.84' L47 S 4326'27" W 4.45 L48 S 49'08'33" E 100.10' L49 S 49'08'55" E 99.29' LRO S 49'0224" E 97.64' L51 S 49'38'21" E 99.48' L52 IN 4518'31" E 137.79' L53 IS 34'05'06" E 162.64' L54 S 30'04'05" E 103.73' L55 S 30'33'57" E 103.67' L56 S 08'57'25" W 53.08' L57 S 32'48'56" E 119.03' L58 S 294526" W 131.76' L59 S 2913'59" E 182.53' L60 S 10'30'50" E 140.00 L61 N 55'57'14" E 67.62' L62 N 15'51'27" W 159.53' L63 S 43'47'55" W 3.60' L64 S 29'38'23" W 105.94' L65 N 69'53'24" W 149.85 L66 S 8015'57" W 159.90' L67 S 4347'55" W 94.72' [EB S 51'3,06" W 55.00' L69 S 46108'34" W 50.00' L70 S 4415'50" W 95.34' L71 N 4351'26" W 231.08' L72 N 46'08'34" E 95.00' L73 S 43'51'26" E 56.00 L74 N 48108'34" E 25.00 L75 S 43'5126" E1 9.00' L76 46'08'34" E I 50.00' UNE BEARING E L77 N 43'51'26" W0' C1 778 S 46'08'34' W0' 56.57' L79 N 49'30'42" E9 40.00' L80 S 39'59'38" E0' N 581007" E 181 N 5018'33" E0' 4120 L82 N 60'52'45" E' C6 183 S 4818'53" W0' 110.99. L84 N 14'40'33" E' Z L85 N 20'45'14" E1' c'R T.M. 45-9-3-2 LOS S 14'40'33" W0' N66 L87 S 14VI IT W 202.11' T.M. 44-A-294 163 MONASTERY RIDGE RD. CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING C1 40.00' 6283' 56.57' N 31'49'53° W C2 40.00' 62.83' 56.57 N 581007" E C5 550.00' 15.48' 15.48' Is 08'09'01' W C6 1470.00P 110.99. 110.99. IN 20'46'47" E F d Q Nn W o� AA 7"a 0 FILE NO. GD � : Lu w T.M. 45-9-3-1 DD ZONE., RA F, THOMAS KREER & CRIS KREER p4 1081 JORDAN SPRINGS RD. 0 'LN STEPHENSON, VA 22656 20 Vi�.50p1 m 1. Z E- C Z LuW 0.,y0y c'R T.M. 45-9-3-2 f� E R4 N66 V ?' JULIA W. FIELDING h'z �h a 5 y V -SNOWDENBRIDGE ?007 .'i• OO j ' SEC77ON II a FSA R DY L EPLEb INST.AII �,' 9y�' '� Lic. No. 32eo9 18000325 ' _� �Ws`)'?A• O �'F3 �d3-7Dt.V, M SNOWDEN BRIDGE SECTION 12 INST./ 180000327 4- s S RESIDUE OF T M. 44-A-293 BROOKFIELD STEPHENSON VILLAGE, L.L.C. INST. INST. f 040021293 & INST.# 110007387 ZONE.' R4, USE VACANT 52.35 AC. J " AA 7"a BB FILE NO. GD � : 19-24 w T.M. 45-9-3-1 DD ZONE., RA F, THOMAS KREER & CRIS KREER p4 1081 JORDAN SPRINGS RD. 0 'LN STEPHENSON, VA 22656 20 Vi�.50p1 m 1. Z E- C Z aU)wo O 0.,y0y c'R T.M. 45-9-3-2 f� E R4 N66 DARLA L. ROBERTS & ?' JULIA W. FIELDING T.M. 44-A-294 163 MONASTERY RIDGE RD. STEPHENSON, VA 22656 w Q - " 00 Z 7"a E FILE NO. W SHEET 2 : 19-24 w S 50�y I H Tn� z- INST. INST. 1040021293 & a>a� 41 o� m Z E- C Z aU)wo O W �U f� W'a�� ZONE.' R4, USE: VACANTAO �.9j 00• '00• T.M. 44-A-294 0E- H C4 Q y �6 ¢ 7"a w Q Q � pq F� CERA182 AI W 7"z^ v , CO x0 0 JIS POORHOUSE RD. WINCHESTER, VA 22603 5 0 ^ Qi Qa L1J RESIDUE OF F, 93 i �p E OF T.M.TNSON " = 250' DESIGNED V FILE NO. 2760B SHEET 2 BROOKFIELD N VILLA VILLAGE., L 19-24 S 50�y INST. INST. 1040021293 & 41 V Q INST.,I 11007387 '�° • `F�3., ZONE.' R4, USE: VACANTAO �.9j 00• '00• T.M. 44-A-294 5235 AG y �6 !p ZONE 2TOME F� CERA182 AI A Q`µ0. �' JIS POORHOUSE RD. WINCHESTER, VA 22603 ^ 0'13' T M. AAIT \ ZONE.: RA/B2 a Asb 5 TOME WALLACELE AITKEN 'g 20j As3° 315 POORHOUSE RD. pA, WINCHESTER, VA 22603 250 0 250 500 CD ry61. SCAL . ,1" = 250' DATE: 12/16/2019 SCALE: i" = 250' DESIGNED BY: KDP FILE NO. 2760B SHEET 2 OF 14 19-24 LAND BAY BREAKDOWN NARRATIVE THE ACTUAL ACREAGE IDENTIFIED FOR EACH LAND BAY IS BASED ON THE BUBBLE DIAGRAM CALCULATED ON THE PROFFERED GENERALIZED DEVELOPMENT PLAN AND MAY FLUCTUATE WITHIN 5% OF THE TOTAL ACREAGE BASED ON FINAL SURVEY WORK. THE TABLE ON THIS SHEET REPRESENTS THE RANGES FOR THE REFERENCED HOUSING TYPES AS PROPOSED. THE FINAL MIX WILL NOT EXCEED THE 2,465 UNIT CAP, EXCLUSIVE OF THE AFFORDABLE HOUSING FOR THE ELDERLY (PROFFER SEC. 11) AND WILL BE COMPRISED OF HOUSE TYPE COMBINATIONS REPRESENTING A MIXTURE IDENTIFIED IN THE TABLE. THE MINIMUM AND MAXIMUM PERCENTAGES ESTABLISHED APPLY TO THE GENERAL CATEGORIES OF SINGLE FAMILY, TOWNHOUSES, MULTIFAMILY AND ACTIVE ADULT UNITS AND ARE NOT INTENDED TO PERTAIN TO ANY ONE HOUSING TYPE IN THOSE CATEGORIES. THE HOUSING UNIT TYPE MAXIMUM PERCENTAGE FOR THE GENERAL CATEGORIES OF SINGLE FAMILY, TOWNHOUSE, MULTIFAMILY AND ACTIVE ADULT WILL NOT EXCEED THE PERCENTAGES IDENTIFIED IN THE TABLE AND WILL NOT EXCEED THE TOTAL UNIT CAP OF 2,465, EXCLUSIVE OF THE AFFORDABLE HOUSING FOR THE ELDERLY (PROFFER SEC. 11) BASED ON ANY COMBINATION. THE TOTAL COMMERCIAL AREA WILL BE A MINIMUM OF 4% OF THE GROSS SITE AREA OR 33 ACRES AND WILL BE LOCATED WITHIN LAND BAYS III AND V. THE HIATT RUN CORRIDOR AND THE WETLANDS INTERMITTENT RAVINE CHANNEL ARE APPROXIMATELY 125 ACRES. THE REMAINING 113.5 ACRES OF REQUIRED OPEN SPACE WILL BE PROVIDED WITHIN LAND BAYS[, II, III AND IV. THE APPLICANT RESERVES THE RIGHT TO CONVERT MORE OF LAND BAY III TO ACTIVE ADULT OR AFFORDABLE HOUSING FOR THE ELDERLY. IN NO CASE SHALL THE PERCENTAGE OF ACTIVE ADULT OR AFFORDABLE HOUSING FOR THE ELDERLY EXCEED 53% OF THE TOTAL UNIT CAP OF 2,465, EXCLUSIVE OF THE AFFORDABLE HOUSING FOR THE ELDERLY (PROFFER SEC. 11). BROOKFIELD STEPHENSON� VILLAGE, LLC MASTER DEVELOPMENT PLAN AREA R� i woo woo was /c LANDBAY all iI MA JO v v LANDBAY IV \ Ed ` Dedicated Section Boundaries and Right-of-ways r i I Rpg0 LANDBAY III LANDBAYI LANDBAY V LANDBAY IV .its / LANDBAYII LANDBA III Width u LAND BAY BREAKDOWN LAND BAY LAND USE ACREAGE % RANGE OF HOUSING UNIT TYPES MIN. MAX. I ELEM. SCHOOL 20 Ac.± NA NA II COMMUNITY PARK 24 Ac.± NA NA ]5• � III MIXED RESIDENTIAL: 475 Ac. ± Convenience Commercial/Daycare 7Ac.± NA NA W SFD (Housing Unit Type 1,2,4,5 & RP District SFD) 30 53 Townhouse (Housing Unit Type 6 & RP District Townhouses) fn 10 30 �z MULTIFAMILY: (Condominiums, Elderly Housing, Housing Unit Type 3 -Cottage House & RP District Duplex, Multiplex, Atrium & Garden Apartment) �v 7 30 IV ACTIVE ADULT: SFD (Housing Unit Type 1,2, & 5) Multifamily (Condominiums, Elderly Housing, Housing Unit Type 3 -Cottage House) 126 Ac.± 30 53 V COMMERCIAL CENTER (Retail, Office & Public Service Satellite Facility) 26 Ac. ± NA NA SEE NOTES ADDRESSING ABOVE CHART IN PROFFER 3. USES, DENSITY & MIX OF HOUSING TYPES A. (2) (1-4) d sumll"' U NA �Rz V 1,000 Z J 0 1M W �0� W e� Z 10:n: 20 ]5• � a- J a �ti 3 W WOW- W � fn V �z °wU° �v NA 4264 �yC, 15' a 2 e v VISMV NA12a' 0'/NA 5'110' o, 03 ;0 0��� '� � 2 W W X 0 714 C!, n T RAM L KEPLEF Lic. No. 32609 400 0 400 LL 0 W :5 Q' SCALE: 1" = 400' \ II Q Q O O LL REZONING PROFFER "EXHIBIT E" LU U) U W MINIMUM DESIGN STANDARDS W W 0' Minimum Min. Front Yard MKIlter MIn.SetWckto Min. SNback DML Min. Side Yard Seduce uk on Min. Setback Mtn. StlbackfmGarage Deck Min. Se,b¢kta Dark Mln. Se% -k Frond Porches, Detached Maalmum ON 56em LL it m being Area Seroack From PAN or YamDwdhem"m BerwOen Dwelling Interior Lot Lin° Shut WGarab ge W$manor Lot Line Side Inri-Lot Line Side Rmo Ymdr Rear Stoops..nt Accessary k.11deg Parking O Vk,Pq Private Streit to Seroack to Common Units Combinatl Iced 5id0 YaN Ram Street/ Yard r Corner Let or End Yard/Corner Let (or YaMAbutxng Steps May Building Height Spaces Dwelling Dwelling Driveway Setback l Comer Lot for Alley Unit Townimmin Side Yard End Unit Townhauael Open Space FSMnd Into Frani Max Height a/ End Unit Townhouse) Side Side Yard Yard Setback Yard a t,MO IS 2S NA t0' S'I10'I10' NAJ20' ]'Ma' S'INY t5'/NA I. SV ]5• 2 2 sumll"' U NA 4,IDo 1,000 15' J 0 1M i 0 �0� ILL ]'IS 10:n: 20 ]5• � a- J �Zza� m WOW- z � fn W �z °wU° 34' NA 4264 = 1.1.1 15' a Q v VISMV NA12a' 0'/NA 5'110' S'MA ;0 0��� 35' 2 J W She 400 0 400 LL 0 W :5 Q' SCALE: 1" = 400' \ II Q Q O O LL REZONING PROFFER "EXHIBIT E" LU U) U W MINIMUM DESIGN STANDARDS W W 0' Minimum Min. Front Yard MKIlter MIn.SetWckto Min. SNback DML Min. Side Yard Seduce uk on Min. Setback Mtn. StlbackfmGarage Deck Min. Se,b¢kta Dark Mln. Se% -k Frond Porches, Detached Maalmum ON 56em LL it m being Area Seroack From PAN or YamDwdhem"m BerwOen Dwelling Interior Lot Lin° Shut WGarab ge W$manor Lot Line Side Inri-Lot Line Side Rmo Ymdr Rear Stoops..nt Accessary k.11deg Parking O Vk,Pq Private Streit to Seroack to Common Units Combinatl Iced 5id0 YaN Ram Street/ Yard r Corner Let or End Yard/Corner Let (or YaMAbutxng Steps May Building Height Spaces Dwelling Dwelling Driveway Setback l Comer Lot for Alley Unit Townimmin Side Yard End Unit Townhauael Open Space FSMnd Into Frani Max Height a/ End Unit Townhouse) Side Side Yard Yard Setback Yard a t,MO IS 2S NA t0' S'I10'I10' NAJ20' ]'Ma' S'INY t5'/NA I. SV ]5• 2 2 sumll"' OT NA 4,IDo 1,000 15' 25' NA 1M 5'/15'/1. 20'/NA 911. 5'IID' ]'IS 6' 20 ]5• 2 Cartlage ] C.P. 34' NA 4264 1,400 15' ZO' NA 10' on Non Attached VISMV NA12a' 0'/NA 5'110' S'MA 6' NA 35' 2 She ]'INAINA ne from Naxn (tg' G NAMA(5'Iromin.rl.r NNNA l6'from 4 Cou,t Yard NA ],]00 NA 2.000 10' NA ]' 10' Da/elling to Perimeter COTmon ]MA Lot Line ) Padnroter PropartY 6' NA l5' 3 DATE: 12/16/2019 Pmamry Lina) Dmeway) anal MotlSingle 10'for br Me AXXbed s'n.n0' IOmr Zaro Lot 5'/f0' 10 Zem Lot Una or 5'It.(D Zem Lod Line S pane Family ]0' NA 3.750 NA 20' i5' NA Option) Line Ade with a Complied 20115' Attached mr.) or Attached Side) ID'IY IS 2. 35' 3 Total of 10') SCALE: 1" 400' = Modified IO'(W'}or Non G mage No G (25 from Non Ad Side of 1Y fora211' 6 TownM1ouae tb' 1,300 1,200 NA or,for 20' NA y Offeral Unitttached End Unit Any Offer 0'70'/1. 20'/5' 0'710' 0'/10' S'IS' Setback, 5'for a 2. 35' 2 Gmage Unita) "°m`) 10- Setback DESIGNED BY: KDP 20'(t0'for Non Garage Rear Loadid 0' 125' from Non Attached Sl de Walla) 1Y forMurmua 20' FILE NO. 27606 6 Townhouae ovenhod I. 1"o 1,400 NA or 20' NA dUnit End Unit Any 011,m 0'N'/t0' 20'IS' 0'710' 0'/10' S'/5' Setback, A, An 2D ]5' 225 Garage Units) Home) 10. Stlback SHEET 3 OF 14 Modllletl 2. (t0' for Non Garage d, 125, Ram Nan Attached Side Wall o1 tT ror a ID' 6 Townhouse 20'are 1.700 1.fi00 NA or Rear i 20' NA End Unit to Any Other OW -1101 20'75' 0'710' 0'71. 5'/5' Betback, hfor a 2. SS' 250 Garage Unit.) Home) 10' Setback 19-24 zz PROJECT TOTAL AREAS NOTE: z( OLD CORPS OF ENGINEERS AND VDEQ 1111 \ ✓///\\ /( /// / (, [? –�E{T� L I 76q DEVELOPMENT AREA: 364.73 Ac. PERMITS ARE REQUIRED FOR WETLAND �\ \ J / / /�' _ - _ r ` – - / WETLANDSFLOODPLA: 2.34 AC. (APPROX.) AND/OR POND DISTURBANCES. %/I /( �� `-� ✓ DELINIATED WETLANDS AND PONDS / \ A \ , i/ / / I 1 \ w r-'rh/�/ _ 1'"I �� L•I', L. r...,, STEEP SLOPES: 1.30 AC. (APPROX.) n SHOWN HAVE RECEIVED JURISDICTIONAL LAKES AND PONDS: 0.88 AC. \�''^`�\\ /r' \� r� / l \ / (��-.moi 7� �, ( /� / JI l/ -�• / °,I / / SINKHOLES NONE DETERMINATION FROM THE UNITED - = \ s \\\ 1 / / \ '/ l 1 J i / // , \ • / J ` NATURAL STORMWATER NONE STATES ARMY CORPS OF ENGINEERS. / / I I \ \ \ , t – \ \\ DETENTION AREAS:REFERENCE J.D. DATED JUNE 24 004. \11 < JECT # 04-110968,958, I II 1 / 4T \ G / \rl1 \\ )11 l ✓ –. /I I/ 1, /111 \l I'LL) I1 I,l)Il 1 I1lI I1 /- - � SYMBOLS LEGEND II BCHQObBEi DENOTES WETLAND AREAS , `� \ � \\ � / DENOTES STEEP SLOPES OVER 50% /r I l / 1 1 1 1 / l \ \\ / // ✓'� 1 \ I\\ 11 ( 1 I I / ` \ l l 1111 (I 1 � r – / , 1 � DENOTES EXISTING PONDS \\ 0I1 1� " PUB -10 PoC IIII\ r \\ _,/ / J �C PA8RE\ 1 I r / II 11/l. 11111/1 /11 1111111 rill 11 I 1l\ � � 1 \1 � \ �\ t \ \ , 111l 1 I/ /(( cHAFLSSnOLD 11111j(1I//1,)I1I/IA1 /(7 I I//(f/l /\1�_ - 760 1 h -- - \ �-\ r` -' l//l ^III\ `'/11 /fl/ 11/11•(\I� II 11)1 1 1 1 // ///I / I / 1111\\ \ /�`-_ -- – / Z – \\ \/'l,1\\\ ��\\ \I 11 I �°�'\�' \ `r'` I \ \ lull /Ill7/i//i/ \\\l \\1 \ / / \\ \ \ \\ \ • n \ ( DG ♦ \\ i /i \ l -�. `� ////„-. �.. /J r ,l/r //(1 ! 1�1/ l/,� \,( \ I I I \\\ -�✓I 1 \� \ �\��\ � r\��:_ allo\NDEN BFlI\E�\\ 1I:• ^ \ \\\c\\— 1 � )�J/��©� = \ , I \ \ \�\� \1 \ \ �/ -- Il SECTION ONE \ .n�r \ \\\ �\ \ 1 111 1 r \\ C��,.• \� \\ // \� � 1 I (\ U PI I III II/JI\ / `IJr1l ii^ \\\ �)/ 1\l r /( 1111 \ \\ \�\\\�\\\–i/i 'Q11�11j11\\ \ I o \ II \ �� 7QI1 Ul� / \ `1•' 1J/dJ 11 \'_ \ \ CQ l11, 1111 I \ � I1j� I G l'lc(Illlllll �/l \ IIjII/ /l II /I l /,/// -. / I % -� \\'. \ IIII �l/ l/ll // / •\ n = \\moi:,\ I / \ � \\�\ \\J I 1 I 1 \ � \ III 1 i/�i/ / 11// /// ✓ �—�\\�\\ .,l 1� �\\\\III//// �( / %• (,\_ -- \ �� �\��`_. \a -r\ `!11 � -- �- \\ \� 1111\ I/ 1 \\ / / \ I \I\\\I\\ 1 1 111r \\ • I \ \ ”` /I / �\\. \\ I\ 1 1 V\\ \\ \ p �� )'),/ 11111( ✓ r ---/ r \ � ` _1 \ \ /r \ \\ < 111111 \I1 1 \\ \ /' \ \ \\n\ ///J� 1 � yj--; �1�/,\\\�\\�(IIIIItII\I\\\\\\\� \\ _ \\\¢\ \\ i/ 1� Jj 1l\\ \\\\� i // / \ s/�i1111\1 \ – /J II – \ I\ \�\\\�\\\\��--c_ \ \\\� \\\�_ , \\ .\\ �i/I \\\\\\�\��__- J / I /�_ / \\ s\ \ / /---��\�\ \\\\����0\ ,J/�I IrJ\\�\\N 11�/�\ 1 1111,\ \\\D \\\\�\\\\\\\ ` �\\\\\\\\\\\• \ � °! ,__/\�\\1 \\�\�\ _ \�� r/Y// , = � ` �' � – r � l ' – – l _� �/ – � \ �\ < / � \ �\\\\ 11., �y�a \\� _ – \�/ \ „— _ �_ \\ �\ � ti _ i "i1 / ///i �� —��_ \` _/ � ,' 11 \\ \\ \ 1 / \` v 1�1�\�\\ \\�\\\\` \— I _� ?� elf 1(<Jllll�rll� ti — y 71\— l�/,\\\\\\r'f�\ \` �(ij(// �11.1J1/rl/( / / \ \\� '1 \ \ /J/ �1 1 / \ 1 \ c _ /j/ // I\1r/ _ice �" r�\\1 \\\` /// \ O I \ _ \� \\1111 \ Q�\\ Ji 1 I Il\I�I(/ I 1 1 1 1 \ \ \ \ y /r(- -_ \\� / ,\I \ - l �( — vi/�\\\)V 1 - 11l\\�\�fIIIIIIIIIIIIIIII ,.,�.\ Os�\\\/_\-171/ ✓/r/i / /I/�1/ / / �\ \ I r \ ��I1((I\ 1111\1/l��\\.l (/r;�J/J/,r,gJJ(I,,lr„ �j 11��1��I�`iy>- \ \\,\\��\�� I 1 ,1\\\\�\� �\�\\\\\���\�� / / l/��-�\ \�r,l IIII, \ , \"�; V. / / � \ • \ =�—�� � � \\�-�\\\\ 1 \\ �_r\I\�\\\ J / // %//� II' Ill �// -_ = ��.'.,. �` �\. \� \� \ /l \1/111 �J / / f /� –\ g \ \ �i///// , \\I\� \ \ " _� = /I)J _ y \\ \\\ \ / \ \\ /I JII 11, /l�// J-�\ \ti 'J l///�i//.r- \\\\\�\ ����=moi �i i -i r / o\\�\ 1111 \ 1` IIIII�1\ � 1\�--� \/"i%/ sir�\�\�\\\\ \ �\\\ ' @N � �,�/ / //i//i� /;�li(IA Ir r \�\�`�t, \�\\ ( ) \ \ ����\� R _ �"�-_� //� '�`���\\\Q�\\\\\ rte- \\\\�\\ � J 111 I 1\� •��01 � //�\` X1111 ( � '. \ \ 1 \ ��0\\ \\ \ ,rr � \ � �\ \ -_— Ji 111 \ \� \\ r \\\�\\w \N\\ CC\ C� Environmental Features Aggregate Table Environmental Feature Type Existing Area Disturbed Area Percentage Disturbed �h Floodplain 0.0 AC 0.0 AC 0.0% Lakes & Ponds 0.88 AC. 0.16 AC 18.1% Wetlands' --j.3-4 -AC 0.91 AC z Natural Detention 0.0 AC 0.0 AC 0.0% Sinkhole 0.0 AC 0.0 AC 1 0.0% Steep Slope (50%+) 1 1.3 AC 0.10 AC 1 7.7% '\�\\ \o\u�\\�\\\ ���Z�__'--�=L�� �l �,'a,`\\\,�-->I` \ �\ ��\� \1\\\\\\\1�1\\\1 I \ , 1111\\ \ �O\O\\`\�\\ �\,\\�\�\ \� � ; \\\\\�\ \ '�– Ilu 1 _ II 1 \\• -� � ,/% I,I\ , \ �` \_f �) , \\ \\\\\\\\�\\`\ �=--===��J111 \ �\\ �. \�\II ! \\p\ Ill o 1111\\,I _�\l r /ii\J \\\ \\�\\,\N\\�\\ –_i 11�\11\ \\\\\\\\\\\\ \\\–/Ji1 111 \J \ 011111\ 1' VIII \ ` �� // \\\\\�\y1lllllll 01\\�\\\\\ti 1\\\\ \\ Q\\\\\\\ --r/ / 111111\1\)\\\\I\\�\\\ : '% i�\\\\\\ 1111\\\ A{�$11j11I\1\\II \\}�_ �rl/\0\\ = _! /rim// \ --\ \\\\�\ \\\O \\ ��\\ti\\�\ --/%/ J/ / ) I(IrJ`11�`l 1 \\\\\\\\\ )11\ \\\ )i \\ \\\ \ \ \\ \��\��� �__.= � �/// / / 1/J SV)7\�111'I \\\\\�\\�•�Fi4 – 17\\\1I) 1 \� \` -- i i/ //�//� �)111J\\\ \\\ 11 \\\\\�III IIII 1111 \ \\ 1 \��\�--'\� � //� JJII(�r�✓r�� \``c �=iti-- /,////i J I1/�/1J \\ , \\\\\\�O\�\\ Jll 1\\1\\\�\ \ – I / II\\1111 / \ \N,\\\\\\\\\\ 111 \\ \Z \ \ \ \ /J1\Q����\\\\1111\\ > ^\�` _� Y � ��r`v ��P''ir,r / •"' �:�'' ;�� `ter o�\� --=_�;//////// \�\\��;� lll�l \ 11 \\\�"��r/ /`,�/%ri %=:� � / ///IIII\\\\ll \\\/J \\����i 1\ /l//.. \\\ / v\� �—�-=� - =�\ + �i�9.=J"� \ _� L r \\_moi✓�=J.- i= j=/ /_ "ALL WETLAND DISTURBANCES ARE CURRENTLY PERMITTED BY THE\\\\\\\\ - _ _ _ _moi, // = �, \\Ill \a ��/ i \\��\� �. U.S. ARMY CORP OF ENGINEERS AND THE VIRGINIA DEPARTMENT OF \ \l\})/ _ -�— — � /j�� ��,\\1\\ \ � \ \\\"�\�� ^ \\ 1� \1 / // I 1�-. / �_-�_) �\�� 1 ENVIRONMENTAL QUALITY. ` 1 \I//%) y' �'6i - �(II %/=��JJJIj\ \ \\\� \ \ 1 \� \ r �j�/%/%%/�/) //�/%Jl \1 .� -� ( r (- - J�\ �l l�\\��\\ \ v \\%' -� i �' _� �i�� ry / \� 300 0 300 ` 21 0 11'fI,INll4,il/.� SCALE: 1 ° = 300' cS z �h 7. 5 y 4 SEEM i@oa W �, z O Lu 3 r m 2 19-24 �h 5 y 4 i@oa z O m w a w E - RANDY L, EPLER ro �o LiC. No. 32809 7 653.2oZo �SSIONAL �G U) Xa F W U ¢ W H p g � P, W 0 R'" W z o z -Jz F,o J 44 UJ U a �P4 z 0,w W ¢ Uj W LLFI a H Q rig z Q Z W W G, �4 VJ W x O 0 E- O ¢� DATE: 12/16/2019 SCALE: 1" = 300 DESIGNED BY: IOP FILE NO. 2760B SHEET 4 OF 14 19-24 TABLE #1 LOT TABULATION BY UNIT TYPE Land Bay/Unit Type Proposed Units *' Percent of Total Units (2465) Permitted Percentage Range of Total Units Public Park (24.0 Ac. Land Bay III - Brookfield Stephenson Village LLC Single Family 688 27.9% 30-53% (739-1306) Townhouse 421 17.1% 10-30% (246-739) Multifamily 124 5.0% 7-30%(172-739) 24.5 Ac 4.7% 60% (356.4 Ac) Max. Brookfield Residue Land Bay III Single Family 0 0.0% 3053% (739-1306) Townhouse 0 0.0% 10-30% (246-739) Multifamily 0 0.0% 7-30% (172-739) SNOWDEN BRIDGE SECTION 66 DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION 14D DEDICATION 4.53 ACRES Disturbances Land Bay IV Land Bay IV Single Family 0 0.0% 30-53% (739-1306) Townhouse 0 0.0% 10 30% (246-739) Multifamily 0 0.0% 7-30%(172-739) Single Family 135.5 Ac 25.9% 40% (237.6 Ac.) Min. Cumulative Totals Single Family 688 27.9% 30-53%(739-1306) Townhouse 421 17.1% 10-30%(246-739) Multifamily 124 5.0% 7-30%(172-739) ** Brookfield Stephenson Village LLC allowed a maximum of 1233 units for the Land Bay III area as shown on this plan. TABLE #2 RESIDENTIAL USE TABULATION BY AREA Land Bay/Housing Type Proposed Use Area Percent of Total Res. Area (523.0) Permitted Percentage Range of Total Area Public Park (24.0 Ac. Land Bay 1 (20.0 Ac (33.0 Ac. Required) Required) Land Bay III -Brookfield Stephenson Village LLC Brookfield Land Bay III - 20.0 24.0 Ac Single Family 135.5 Ac 25.9% 40% (237.6 Ac.) Min. All Other 24.5 Ac 4.7% 60% (356.4 Ac) Max. Brookfield 76.6% of total - required open Residue Land Bay M Single Family 0 0.0% 40% (237.6 Ac.) Min. All Other 0 0.0% 60% (356.4 Ac) Max. PER INSTRUMENT # 180007156 SNOWDEN BRIDGE SECTION 66 DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION 14D DEDICATION 4.53 ACRES Disturbances Land Bay IV Single Family 0 0.0% 40% (237.6 Ac.) Min. All Other 0 0.0% 60% (356.4 Ac) Max. Common /Attached Combined Total Side Vak mbine from Street/ Totals Single Family 135.5 Ac 25.9% 40% (237.6 Ac.) Min. All Other 24.5 Ac 4.7% 60% (356.4 Ac) Max. (See Proffer Modification #1) NOTE: Other Unit Types Include: Townhouse, Multifamily, Active Adult Dwellings & RP District Housing TABLE #3 NON-RESIDENTIAL USE TABULATION BY AREA Land Bay Commericial Use School Site (20.0 Ac. Public Park (24.0 Ac. Land Bay 1 (20.0 Ac (33.0 Ac. Required) Required) Required) Land Bay 1 Land Bay III - 20.0 24.0 Ac Land Bay II 138.7 Ac Residue Land Bay III 24.0 Land Bay III - 1.55 Ac. - 182.7 Ac or Brookfield 76.6% of total - required open Residue land Bay III space 1,233 (Maximum) 41.1 Totals 1.55 Ac 20.0 24.0 TABLE #5 OPEN SPACE TABULATIONS Land Bay Total Required Residential Dwelling Units (238.4 Acres) Land Bay 1 (20.0 Ac 20.0 Ac Required) Required Land Bay It (24.0 Ac Land Bay III - Required) 24.0 Ac Land Bay III - Brookfield 138.7 Ac Residue Land Bay III 0.0 Ac Land Bay IV 0.0 Ac - 182.7 Ac or Totals 76.6% of total - required open - space TABLE #4 RECREATIONAL UNIT TABULATION TOTAL REQUIRED PER SEC. 165-402.08: (2,465/30) = 82.2 RECREATIONAL UNITS Land Bay Residential Dwelling Units Recreational Units Recreational Units Sink Holes 18.5 Required Proposed Land Bay III - 1,233 (Maximum) 41.1 103.9 Brookfield SNOWDEN BRIDGE SECTION 3 DEDICATION 11.06 ACRES SPORTSCOURT 27.8 Residue Land Bay III - - - Land Bay IV - - - Totals 1,233 (Maximum) 41.1 103.9 1 Unit = Value of 1 Tot Lot per FCZO Sec. 165-402.086(1). Final recreational values to be determined at Subdivision Design Plan phase. (See Proffer Modification #4) Table #6 RECREATIONAL AMENITY CREDITS COMMUNITY RECREATION CENTER 1 - 3,400 S.F. BUILDING W7 BATH Natural Sink Holes 18.5 HOUSE (A°) 1 - 6,780 S.F. POOL 22.2 2-TOTLOT 11.2 1 -15,300 S.F. SNOWDEN BRIDGE SECTION 3 DEDICATION 11.06 ACRES SPORTSCOURT 27.8 PARK SITE 1 -PICNIC PAVILLION___[ 1.6 1 - DOG PARK 1.5 PEDESTRIAN TRAILS 9076 L.F. 20.9 TOTAL (LB -111 Brookfield) 103.9 Table #6 Enviromental Features Aggregate Table PER INSTRUMENT#070006356 lod FoPlain Lakes & Wetlands Natural Sink Holes Steep Enviromental Feature (A°) Ponds (A°) Detention (A°) Slopes SNOWDEN BRIDGE SECTION 3 DEDICATION 11.06 ACRES SNOWDEN BRIDGE SECTION 11 DEDICATION 22.71 ACRES (Ac) PER INSTRUMENT#180000325 (Ac) SNOWDEN BRIDGE SECTION 12 DEDICATION 16.14 ACRES >50% (Ac) Existing Totals 0.00 0.88 2.34 0.00 0.00 1.30 PER INSTRUMENT#140003651 Land Bay III SNOWDEN BRIDGE SECTION 6A DEDICATION 1.26 ACRES SNOWDEN BRIDGE SECTION 14A DEDICATION 6.10 ACRES PER INSTRUMENT # 130010307 PER INSTRUMENT # 180007156 SNOWDEN BRIDGE SECTION 66 DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION 14D DEDICATION 4.53 ACRES Disturbances 0.00 0.16 0.91 0.00 0.00 0.10 Brookfield W Slree[ro Dwelling ACREAGE TO DATE Common /Attached Combined Total Side Vak mbine from Street/ Percentage of Total 0.0% 18.1% 38.9% 0.0% 0.0% 7.7% Disturbed 4.5 AC. 9.5 AC 4.9 AC 13.8 AC. 10.3 AC. 7.5 AC. NOTE: ARMY CORPS OF ENGINEERS AND VDEQ PERMITS ARE REQUIRED FOR WETLAND AND/OR POND DISTURBANCES. DELINIATED WETLANDS AND PONDS SHOWN HAVE RECEIVED JURISDICTIONAL DETERMINATION FROM THE UNITED STATES ARMY CORPS OF ENGINEERS. REFERENCE J.D. PROJECT# 04-R0958, DATED JUNE 24, 2004. PARCEL DEDICATION RECORD AND AREA TABULATION SNOWDEN BRIDGE BOULEVARD DEDICATION 11.26 ACRES SNOWDEN BRIDGE SECTION 7B DEDICATION 7.20 ACRES PER INSTRUMENT#070006356 PER INSTRUMENT# 150012136 SNOWDEN BRIDGE SECTION 1 DEDICATION 21.84 ACRES SNOWDEN BRIDGE SECTION 8 DEDICATION 19.95 ACRES PER INSTRUMENT#070006358 PER INSTRUMENT#160006094 SNOWDEN BRIDGE SECTION 2 DEDICATION 21.40 ACRES SNOWDEN BRIDGE SECTION 9 DEDICATION 15.97 ACRES PER INSTRUMENT#110009016 PER INSTRUMENT # 170004851 SNOWDEN BRIDGE SECTION 2 ADD. DEDICATION 1.35 ACRES SNOWDEN BRIDGE SECTION 10 DEDICATION 9.29 ACRES PER INSTRUMENT# 120012594 PER INSTRUMENT# 160008650 SNOWDEN BRIDGE SECTION 3 DEDICATION 11.06 ACRES SNOWDEN BRIDGE SECTION 11 DEDICATION 22.71 ACRES PER INSTRUMENT#120007665 PER INSTRUMENT#180000325 SNOWDEN BRIDGE SECTION 4 DEDICATION 13.77 ACRES SNOWDEN BRIDGE SECTION 12 DEDICATION 16.14 ACRES PER INSTRUMENT# 120006090 PER INSTRUMENT # 180000327 SNOWDEN BRIDGE SECTION 5A DEDICATION 7.15 ACRES SNOWDEN BRIDGE SECTION I3A DEDICATION 13.40 ACRES PER INSTRUMENT* 130004699 PER INSTRUMENT#160007154 SNOWDEN BRIDGE SECTION 5B DEDICATION 8.30 ACRES SNOWDEN BRIDGE SECTION 13B DEDICATION 7.81 ACRES PER INSTRUMENT#140003651 PER INSTRUMENT#190006473 SNOWDEN BRIDGE SECTION 6A DEDICATION 1.26 ACRES SNOWDEN BRIDGE SECTION 14A DEDICATION 6.10 ACRES PER INSTRUMENT # 130010307 PER INSTRUMENT # 180007156 SNOWDEN BRIDGE SECTION 66 DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION 14D DEDICATION 4.53 ACRES PER INSTRUMENT # 150001464 PER INSTRUMENT #190007291 SNOWDEN E BRIDGSECTION 7A DEDICATION /9.48 ACRES SNOWDEN BRIDGE SECTION 15 DEDICATION 26.93 ACRES PER INSTRUMENT#140003652 PER INSTRUMENT#190012762 TOTAL SITE AREA : 364.73 ACRES TABLE #7 LAND BAY III AGGREGATE TABLE HOpsi Unit rq Housi Name rg SECTION 1 SECTION 2 SECTION 3 SECTION 4 SECTION 5 SECTIONS SECTION 7 SECTION 8 SECTIONS SECTION 10 SECTION 11 SECTION 12 SECTION 13 SECTION 14 SECTION 15 RESIDUAL LAND LAND SAY Type SNOWDEN Widm rea ( Ared (Sq. Ft) Area (Sq. FL) LNMg Area or Private Fmmet Vak Setback Dwelling from BeNreen DweIIMg Units Interior Lot Line Side / M Garage Interior Lot Line Side Yam / Lot Line Side Rear Yak /Rear Stoops, and Steps Accessary BAY III AREAS III AREA BRIDGE BLVD PROPOSED TOTAL (Sq. Ft) W Slree[ro Dwelling ACREAGE TO DATE Common /Attached Combined Total Side Vak mbine from Street/ Comer Lot (or End Unit ACREAGE Vak Asp. Open LOTS 0 AC, 13.4 AC. 11.2 AC. 7.3 AC. 4.5 AC. 9.5 AC 4.9 AC 13.8 AC. 10.3 AC. 7.5 AC. 3.4 AC. 5.7 AC. 4.2 AC. 10.8 AC.. 6.2 AC. 12.3 AC. 36.5 AC. 160.0 AC. RAN, PRIVATE ROADS AND Height 25' 10• - 25'/5'/15' - 35' 20' 2 D Ouster so'/3o' R000 Unit Townhouse) Side Yak To - 20' Yam Side Vak - ALLEYS 11 3 AC. 4.4 AC. 4.2 AC. 1.2 AC. 2.3 AC. 3.7 AC. 2.0 AC. 4.1 AC. 4.3 AC, 2.4 AC. 1.2 AC. 2.4 AC. 1.3 AC. 4.3 AC. 2.3 AC. 5.2 AC. 9.5 AC. 66.0 AC. OPEN SPACE 0 AC. 4.0 AC. 7.5 AC. 2.6 AC. 7.0 AC. 2.2 AC. 2.6 AC. 8.8 AC. 5.4 AC. 6.1 AC. 4.7 AC. 14.6 AC. 10.6 AC. 6.1 AC. 2.1 AC. 9.4 AC. 43.6 AC. 138.7 AC. TOTAL AREA 11.3 AC. 21.8 AC. 22.7 AC 11.0 AC. 13.8 AC. 15.4 AC. 9.5 AC. 26.7 AC. 20.0 AC. 16.0 AC. 9.3 AC. 22.7 AC. 16.1 AC. 21.2 AC. 10.6 AC. 26.9 AC. 89.6 AC. 364.7 AC. REZONING PROFFER "EXHIBIT E" MINIMUM DESIGN STANDARDS HOpsi Unit rq Housi Name rg Minimum Lot 9 a Lot Minimum Lot Minimum Min. Front Yak Setback Min. Rear Min. Setback M Min. Setback DMt. Min. Side Yam Setback an Min.Setback Min.Setbeckfram Gam to 9e Deckwosetbackto Deck Min. Setback Fmnt Parches Detached Maximum OR Street Type 6 Widm rea ( Ared (Sq. Ft) Area (Sq. FL) LNMg Area or Private Fmmet Vak Setback Dwelling from BeNreen DweIIMg Units Interior Lot Line Side / M Garage Interior Lot Line Side Yam / Lot Line Side Rear Yak /Rear Stoops, and Steps Accessary Building Parking Building Parking Per (Sq. Ft) W Slree[ro Dwelling to Dmiling Common /Attached Combined Total Side Vak mbine from Street/ Comer Lot (or End Unit Yam Ir Yd Lot (or Vak Asp. Open into Mayont BuilHeig Max Height Spaces 15,000 35' - 2S' 10' - 25'/5'/15' - DMeway 20' Comer Lot (or Eno Snit Ailey Tawnhouse)Sitle Yard Unit Toer End Unite use) Space Front Yak Ya Height 25' 10• - 25'/5'/15' - 35' 20' 2 D Ouster so'/3o' R000 Unit Townhouse) Side Yak To - 20' Yam Side Vak - Setback - 35' 20' I Carcase 40' NA 4,000 1,00 15' 25' NA 10' 5710110' 114/20' 3'/10' 5'/10' 15'MA 6' 20' 35' 2 2 Non -Alley Carnage 11 NA 4,700 11400 15' 25' NA 1o• 5715-IIW 20'/NA 371V 57101 3'/3• 6• 20' 35' 2 3 Cordage 34' NA 3,264 1,400 15• 2A' NA 1°°n NSnedeMetl 075710' NA20' 0'/NA 5710' S'/NA 6• NA 35' 2 Multiplex 3,000 per unit25'from 15'fmm G 3UaV4 Unit _ 9,000/12,000 35' 20' perimeter Perimeter - 25'/10'/15' 15' from Parking or Drivewaay, 35' 20 2 anum (19•T/kb NAIN4 (6'gom boundary boundary 4 courtyard NA 3,300 NA 2,000 10• NA 3' 10• frog Dwelling hom 3'/NA NAINA perimeter Property 6' NA 35' 2 WPerimeterNA W Perimeter Property Line) Common Lot U.) Lo[Une) Lire) Driveway) ModFBingle 10'(0'lorrhe Attached s'/10'710' IT for Zero Lo[ 5'110'(4 Zero Lol Line or 5'/10'(0'Zero Lot Line s Family am 38' NA 9,750 NA 20' 15' NA option) Line SidewA Combined 20'/15' Attached Side) or AOached Side) 10'l3' 12' 20' 35' 2 Totaof l of 16') 20' (10• ror Non Gamge V (25• from Non 12'ror a 20' 6 Modifed 16' isoo 1,200 NA or Rear Loadetl Gamge 2p' NA Side Wall of 0'N'/10' 20'/5• 0'/10• 0'/10' 5'/5• Setback, 5' for a 20' 35' 2 Townhouse Unita) End Unit other End Unito 10'Setback Home) e) ModiTownhouse 20' (10' for Non Geroge 0' (25' from Non Side Wall of 12' for a 20' 6 Townhouse 18' 1,500 1,400 NA w Rear Loaded Gamge 20• NA EndAttaUntl End Unitome) Offer O'l0'I10• 20'/5' O/10' 0'/10' 5'/5' Setback, 5' for a 20• 35' 2.25 Units) Home) IV Setback 20' (10' for Nan Garage V (25' from Non 12' far a 20• 6 Modified War> 1,700 1,600 NA or Rear Loaded Garage 20• NA e Wall of Anached Side pyo'/10' 20'/5' 0'/10' 0'/10' S'l5' 3erback, 5'rora 20' 35' 2.50 Townhouse Units) End Unit Any Other 10' Setback RP ZONING DISTRICT DIMENSIONAL REQUIREMENTS NOTES: ALL HOUSING TYPES 1-6, RP DISTRICT HOUSING, PROFFERED ELDERLY HOUSING, AND CONDOMINIUMS MAY BE USED IN LAND BAY III. LAND BAY IV MAY USE HOUSING TYPES 1-3,5, PROFFERED ELDERLY HOUSING, AND CONDOMINIUMS. RP HOUSE TYPE "E" - "SFD ZERO LOT' LINE SHALL REQUIRE A 10' MAINTENANCE EASEMENT ON THE LOT ADJACENT TO THE ZERO LOT LINE. THE OPPOSITE SIDE YARD SHALL BE MAINTAINED CLEAR OF ANY OBSTRUCTIONS OTHER THAN A T EAVE ENCROACHMENT, SWIMMING POOLS, NORMAL LANDSCAPING, REMOVABLE PATIO COVERS (EXTENDING NO MORE THAN 5'), GARDEN WALLS OR FENCES. NO ENCROACHMENTS OTHER THAN A FENCE SHALL BE PLACED IN THE REQUIRED MAINTENANCE EASEMENT AREA. ZERO LOT LINE SHALL NOT BE ADJACENT TO A ROAD RIGHT-OF-WAY. RP HOUSE TYPE "F" - "SF SMALL LOP' SHALL PROVIDE A MINIMUM OF 20 ON LOT LANDSCAPE PLANTINGS. A 25% MINIMUM SHALL BE TREES (MIN 2" CAL.) WITH REMAINDER BEING SHRUBS (MIM. 3). DETACHED STRUCTURES SHALL NOT EXCEED 150 SF. ^8 Y y� r V�w z O fl1 5 W W F Qi A RANDY L, KEPLER Lic. No. 32609 ,,7-au-zo-P E- W W W Minimum U Min. Front Yard Min. Front Yard 58 Min. Rear Min. Side Yard Min. on-site Min. Unroofed Deck or Min. Unroofedc P Setback from Maximum Maximum Minimum RP House RP House WidthB/RW Minimum lot Setback From Yard Setback 6 StoO Se[backfrom P Private or Public Side Yak RearVak Roadr side / / Buildih 8 Accessory ry Off-street Type Name at S at SB/RW Area (fin From Road Setback Detached Spaciin Spacing RW /Side Yard/Mar /Rear from Open Space Heigh Building Parking Per �0 RW Driveway Driveway /Attached Side/Rear Yard Heigh Unit B dificC TmSFD no 80' 15,000 35' - 2S' 10' - 25'/5'/15' - 35' 20' 2 z Usban FD 70'/40' 12,000 35' - 25' 10• - 25'/5'/15' - 35' 20' 2 D Ouster so'/3o' R000 25' - 20' S' - 15'/5'/10' - 35' 20' 2 E ZeroSFD Une /W IH 6,000 25' - 2S 0' 25'/15' 15'/20'/15' - 35' 20' 2 F SFD/SFA - 3,750 25'/15' w/alley - 15' S'/LO' 2V (SFA) - 15'(10, /allayY 5'/10'/5' 35' 20' 2 Small Lot access Multiplex 3,000 per unit25'from 15'fmm G 3UaV4 Unit _ 9,000/12,000 35' 20' perimeter Perimeter - 25'/10'/15' 15' from Parking or Drivewaay, 35' 20 2 boundary boundary NOTES: ALL HOUSING TYPES 1-6, RP DISTRICT HOUSING, PROFFERED ELDERLY HOUSING, AND CONDOMINIUMS MAY BE USED IN LAND BAY III. LAND BAY IV MAY USE HOUSING TYPES 1-3,5, PROFFERED ELDERLY HOUSING, AND CONDOMINIUMS. RP HOUSE TYPE "E" - "SFD ZERO LOT' LINE SHALL REQUIRE A 10' MAINTENANCE EASEMENT ON THE LOT ADJACENT TO THE ZERO LOT LINE. THE OPPOSITE SIDE YARD SHALL BE MAINTAINED CLEAR OF ANY OBSTRUCTIONS OTHER THAN A T EAVE ENCROACHMENT, SWIMMING POOLS, NORMAL LANDSCAPING, REMOVABLE PATIO COVERS (EXTENDING NO MORE THAN 5'), GARDEN WALLS OR FENCES. NO ENCROACHMENTS OTHER THAN A FENCE SHALL BE PLACED IN THE REQUIRED MAINTENANCE EASEMENT AREA. ZERO LOT LINE SHALL NOT BE ADJACENT TO A ROAD RIGHT-OF-WAY. RP HOUSE TYPE "F" - "SF SMALL LOP' SHALL PROVIDE A MINIMUM OF 20 ON LOT LANDSCAPE PLANTINGS. A 25% MINIMUM SHALL BE TREES (MIN 2" CAL.) WITH REMAINDER BEING SHRUBS (MIM. 3). DETACHED STRUCTURES SHALL NOT EXCEED 150 SF. ^8 Y y� r V�w z O fl1 5 W W F Qi A RANDY L, KEPLER Lic. No. 32609 ,,7-au-zo-P E- W W W DATE: 12/16/2019 SCALE: N/A DESIGNED BY: KDP FILE NO. 2760B SHEET 5 OF -14 19-24 U of~ L CW V E d LL E- E -r w PQ E -Z a 0w�U o �0 "E- F O W z w O o O EU - f/] W ¢ W /W IH DATE: 12/16/2019 SCALE: N/A DESIGNED BY: KDP FILE NO. 2760B SHEET 5 OF -14 19-24 C5 _ z IT.M. 44 -A -138A FUTURE SCHOOL SITE \ \ \ lR'\ \ SNOWDEN BFDOE PUBLIC 1\\\\\\\\\\\\\, y \ x \ PAHO ACCESS ZONE AREA O 3H.8 Uj EXISTING SNOWDEN FUTURE SCHOOL �\ "" The Applicant shall provide access to the public park for - W r \ \ BRIDGE BOULEVARD residents of Snowden Bridge. Acess shall be provided from a \�\� local neighborhood street at a point reasonably acceptable to iii eti F DEDICATED RM Frederick County Parks and Recreation. Exact location and Z N o ry o \ T.M. 44-A-292 `\ design shall be approved at the time of Site Development Plan / a e c' ou'o approval. 'R _'�bN C vOI T.M. 44-A-31 � � j `0 3 T M. 44.A-Z9Z ' SH. 9 SH. 10 LU k \M F .zs3REO. VK \ 3 \ CENTER 2 T.M. 44-A-2928 1 z .e '7Y� `vb- MULTIPLEX UNITS SHALL DOO PARC i N�TOWN.'{p, MAINTAIN MINIMUM 15 SIDE ` W POOL / J}y,_ Yh FUTURE PARK 1 AND 25' REAR PERIMETER 0 PAVLIONFUTURE ; W -�'N �` FUTU E PARC SrIE SETBACKS ALONG OUTSIDE it T.M. 44-A-29 \ TCI? LOT ®� l�$EBpO- .TOWN PERIMETER BOUNDARIES. SH. 11 ' — C y$ 9� HOUSE H. 12 C' TOWN Q' I " W `Yl r PL.EX NIP, T.M. 44-A-31 SHEET INDEX z S 0� k SCALE: 1' - 800' O aFD 6 CA yO�ry° % c c � 5 HOUSE v XURTRUMUESFD RINMR �icq� 4yA QC RM r PTS 4 \ BFD s O CATEGORY B RESIDENTIAL Q A TS FRBMXUUSE Apr SEPARATION BUFFER. DISTANCE/FULL SCREEN PROVIDED. 1 00'WETLAN A S Z3FD INTERMITTENT T RAVINE CHANNEL `PTS — �ryM BUFFER PTS `\ RA Y L PLER P _ �s 3 0 o �� Lic. No. 32809 v op SFO�M e Sfp I o Pn3'Zv Z° 25' ROAD CARFIA\\`srJONAL BUFFER TH/MP G EFFICIENCY � �p HOJl PTS ods \ / SFD T.M. 44-A-29 -•'rvygcc �•Rjjj CC'IfiA /.yggE .. TH/bP "i�''f�'•!Ap Ts _ DENOTES MDP T.M. 44 -A -31A LOT 3� Sid % Q REVISION AREA 4.6 AC....�.�`�� m �' 9FD / �/O 75 .. .. PTS Ar , A9f° `p \ a .� AR �~ HOUSE hYv.'�i9,q� .. ..... S` ...... ' S — PTs �i �L°9�O / TS \ W /q QE c coaar > HOUSE mac .. .... M �`.... 9 Z Ix DENOTES BROKFIELD STEPHENSON J� o ��\\9�N �E-+ VILLAGE, LLC PROJECT AREA E A EXISTING SNOWDEN Mp \ � BRIDGE BOULEVARD CASFDD If FIPoA 4T \ \ W y DEDICATED RAN HOUSE ®� /OSA x M F z ay E DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM PIS �34 �f , .M. Z T.M. nn -P -2B , �q{'�y ,(t - OSS \- (� V) W ~ NOTE: -, T.M. 4S9-3-2 ',Z+ ZE"' C7 SFD / ® c HousF d Z �L�I w U) y��®4,�. � LyQovE", a w TM4 q3 I CAFiFEA �'D�je0e�t �� IiyjEB[ACfWAY /fb( Gle I T.M. 45-9-3-1 ff PEDESTRIAN TRAIL SYSTEM IS TO BE MAINTAINED PRIVATELY BY THE A'3� F1O1 fjA� .�� O �/ ' I A Z x z SNOWDEN BRIDGE HOME OWNERS ASSOCIATION. THE SELECTION OF BATIK i Ff} Gty%� p, .j`�, TRAIL MATERIAL IS AT THE DISCRETION OF THE APPLICANT PROVIDED COURT � �` I1 '%._ V J Q��sjj 0 � THEY ARE NOT PART OF THE SIDEWALK SYSTEM WITHIN THE PUBLIC �y ' L rCl, W RIGHT-OF-WAY. THE APPLICANT MAY BE PERMITTED TO CONSTRUCTZ` ` ! v CC2 THE PRIVATE PEDESTRIAN TRAIL SYSTEM USING ASPHALT OR .1, 100' WETLANDS 1 W CONCRETE, IF DESIRED. `�9jT T.M. 44-A-31A� INTERMITTENT / \ RAVINE CHANNEL I OVERALL SNOWDEN BRIDGE PROJECT AGGREGATE TABLE ITEM OVERALL PROJECT AREA THRESHOLD BROOKFIELD STEPHENSON VILLAGE, LLC PROPERTY TOTALS RESIDENTAL 2,465 MAX. UNITS 1233 MAX. UNITS SFD 30% MIN - 53% MAX (739 -1306) Units 688 UNITS 27.9% TH 10% MIN - 30% MAX (246 - 739) Units 421 UNITS 17.1% MF 7%MIN -30%MAX (172 - 739) Units 124 UNITS 5.0% RECREATIONAL 2465/30 = 82.2 UNITS 1233/30=41. 1 UNITS PROPOSED 103.9 UNITS 126.4% OPEN SPACE 239.6 ACRES 138.7 ACRES 57.9% THE PROPOSED SUBDIVISION STREETS PER THIS -- BUFFER MDP REVISION WILL BE DESIGNED PER THE VDOT `� 1 ROAD DESIGN MANUAL, APPENDIX B (1) AND SHALL ® \O m T.M. 44A-294 1 NON -DI USANCESUFFER MEET THE VDOT SECONDARY STREET 9� 9 ACCEPTANCE REQUIREMENTS (SSAR). COURT MPRSS WAS I LINEAR PARK T W- (W EASEMENT) T.M. 44 -A -294A \ DATE: 12/16/2019 PPoVATE PEDESTHAN TRAIL SYSTEM 20' / ----- ` SCALE: 1" = 250' LINEAR TRAIL PARK EASEMENT LINEAR PARK TRW (20RASEM3'1D NOTE: LINEAR TRAIL PARK EASEMENT IS TO BE 250 O 250 500 DESIGNED BY: KDP TWENTY FEET WIDE. THE TRAIL IS TO BE RUN` SIX FEET WIDE, CONSTRUCTED OF II • 6' TRAIL SCALE: 1 �� = 250' FILE NO. 2760B HATT S ASPHALT OR CONCRETE AND BE LOCATED ASPHALT OR CONCRETE s� TO THE NORTH ON THS SHEEP OF HIATT RUN AS DEPICTED SHEET 6 OF i4 — LINEAR PARK TRAIL DETAIL 19-24 NTS I RNV TYPICAL ROAD SE( PRIVATE STREET CLASS NTS 50' RW (43' MIN) .5' (MIN) 29' (24' MIN) * 5L__ 3.5' 2' LIMITS OF BITUMINOUS SURFACE MIN. MIN. I I BITUMINOUS CONCRETE 9 STANDARD CG -6 SIDEWALK TI SUBBASE � I � BASE COUF LIMITS OF SUBBASE TYPICAL ROAD SECTION * MINIMUM WIDTH WOULD BE ALLOWED WITH REDUCED PUBLIC STREET ON STREET PARKING AND WILL BE DETERMINED CLASS It DURING SUBDIVISION DESIGN PLAN REVIEW PROCESS. 0-2,000 AADT NTS SIDEWALK TO BE PROVIDED ALONG A MINIMUM OF ONE SIDE OF PRIVATE STREETS RNJ 2' 1 3.5'5' 1' MIN. MIN.:1' MIN. 1 I I g:151.OPE 112':1' 114" '�-\ 1 L GRASS STANDARD �F BUFFER SIDEWALK 1' LOCAL STREETS HAVING ONE POINT OF ACCESS AND AN ADT GREATER THAN 400 VPD MUST BE CONSTRUCTED AS A CLASS 111 ROADWAY. RNV 10' (MIN W/SW) 10' (MIN W/S) 5' (W/O SW) 24' (20' MIN.) 5' /O S 24' MIN. RNV VARAIABLE RW 1' 5' 2' LIMITS OF BITUMINOUS SURFACE 2' ALAMO PLACE 55' RW (50' MIN) VARIABLE MIN. MIN. MIN. MIN. ORNPMENTAL TREE 9.5' (MIN) `BITUMINOUS CONCRETE I I OpE rt STANDARD VDOT CURB ATTIC WAY g;1 BU 2' 114":1' 1/4"; 1' 112".1' 1/4":1' 3.5' 3'. 1' MIN, MIN. MIN. MIN. 2' MIN. MIN. MIN. STANDARD BITUMINOUS CONCRETE GRASS STANDARD `SIDEWALK SUBBASE BASE COURSE I I� BUFFER SIDEWALK` I F�1 1 BUCCANEER COURT -11 TYPICAL ROAD SE( PRIVATE STREET CLASS NTS 50' RW (43' MIN) .5' (MIN) 29' (24' MIN) * 5L__ 3.5' 2' LIMITS OF BITUMINOUS SURFACE MIN. MIN. I I BITUMINOUS CONCRETE 9 STANDARD CG -6 SIDEWALK TI SUBBASE � I � BASE COUF LIMITS OF SUBBASE TYPICAL ROAD SECTION * MINIMUM WIDTH WOULD BE ALLOWED WITH REDUCED PUBLIC STREET ON STREET PARKING AND WILL BE DETERMINED CLASS It DURING SUBDIVISION DESIGN PLAN REVIEW PROCESS. 0-2,000 AADT NTS SIDEWALK TO BE PROVIDED ALONG A MINIMUM OF ONE SIDE OF PRIVATE STREETS RNJ 2' 1 3.5'5' 1' MIN. MIN.:1' MIN. 1 I I g:151.OPE 112':1' 114" '�-\ 1 L GRASS STANDARD �F BUFFER SIDEWALK 1' LOCAL STREETS HAVING ONE POINT OF ACCESS AND AN ADT GREATER THAN 400 VPD MUST BE CONSTRUCTED AS A CLASS 111 ROADWAY. RNV ROAD CLASSIFICATIONS 24' MIN. RNV VARAIABLE RW RAN ALAMO PLACE 55' RW (50' MIN) VARIABLE 29' VARIABLE 29' VARIABLE ORNPMENTAL TREE 9.5' (MIN) 36'(26- MIN) * FROM FIESTA TO CENTINNIAL 9.5' 1';lN. ATTIC WAY 1' 5' 3.5' 2' LIMITS OF BITUMINOUS SURFACE 2' 3.5' 5' 1' MIN, MIN. MIN. MIN. 2' MIN. MIN. MIN. 3;1 gLOpS BITUMINOUS CONCRETE I I BLACKFO D DRIVE II STANDARD CG -6 BRASSTOWN LOOP I W:\ SVOPE BUCCANEER COURT -11 il4 w U 0'6 U Q Ow W /^� O Z �IjjL�MF-'1 Mo W `� O> ILLIIII MEMO CENTENNIAL DRIVE z a' PAVED SHOULDER CHURNDASH WAY II LIMITS OF BITUMINOUS SURFACE 2 4' y, STANDARD 2' GRASS STANDARD SIDEWALK I SUBBASE BASE COURSE DITCH I BUFFER SIDEWALK PEDESTRIAN 1 BICYLE $ T S<OpELANESIDEWALK TRAIL/ LIMITS OF SUBBASE TITCH I r TYPICAL ROAD SECTION I BASE COURSEBICYLE STD. CG -6- * MINIMUM WIDTH WOULD BE ALLOWED WITH REDUCED PUBLIC STREET FARMHOUSE COURT 1'--I PEDESTRIAN ON STREET PARKING AND WILL BE DETERMINED CLASS III SAWTOOTH TO ARROW CROWN LIMITS OF SUBBASE LANE TRAIU DURING SUBDIVISION DESIGN PLAN REVIEW PROCESS. 2,0014,000 AADT II ALLEY SIDEWALK PAD NTS GARRET COURT **TYPICAL BIFURCATION SECTION** V RNJ RNV • FAD CG -2 MIN. CONCRETE R 1 D• • aoo lrasasss ��u ll ll ll ll �l�° "vx-- 2 mmkiw • ���I-11-�I "" II v II a II II a �Lr".II II o II a IL-11 IL"".II a 11-11-11.-11-11.=11-11?G SS STANDARD MAJOR COLLECTOR ROAD CLASS IV NTS RAN ROAD CLASSIFICATIONS 24' MIN. RNV VARAIABLE RW Gni ALAMO PLACE RM16' VARIABLE 29' VARIABLE 29' VARIABLE ORNPMENTAL TREE ARROW CROWN COURT II FROM FIESTA TO CENTINNIAL LIMITS OF MEDIAN LIMITS OF 1';lN. ATTIC WAY 6' 8' BITUMINOUS SURFACE BITUMINOUS SURFACE 8' MANUAL, APPENDIX B (1) AND SHALL MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). MIN. o � SHLDR PAVED SHOULDER CL SHLDR MIN. MIN, eARRrLWAY 2' 12' BITUMINOUS II 3;1 gLOpS BATIK COURT 4' BLACKFO D DRIVE II BRASSTOWN LOOP I BUCCANEER COURT -11 iCONCRETE STANDARD CG -2 w U 0'6 U Q Ow W /^� O Z �IjjL�MF-'1 Mo W `� O> ILLIIII CENTENNIAL DRIVE z a' PAVED SHOULDER CHURNDASH WAY II LIMITS OF BITUMINOUS SURFACE 2 4' y, BITUMINOUS CONCRETE rt 11x.1' 1/4":1' 1/4":1' 2' /4":1' EG 2'SHOULDER ,. DITCH I SUBBASE )OMINO COURT PEDESTRIAN 1 BICYLE $ T S<OpELANESIDEWALK TRAIL/ II TITCH I ri&SMUBSASE� BASE COURSERNJ 1' I BASE COURSEBICYLE STD. CG -6- II r FARMHOUSE COURT 1'--I PEDESTRIAN LIMITS OF SUBBASE II SAWTOOTH TO ARROW CROWN LIMITS OF SUBBASE LANE TRAIU ARROW CROWN TO END TYPICAL II ALLEY SIDEWALK PAD TYPICAL ALLEY SECTION GARRET COURT **TYPICAL BIFURCATION SECTION** V GRETCHEN COURT PAD PUBLIC STREET CLASS V HALO COURT I MAJOR COLLECTOR ROAD "BETWEEN OLD CHARLES TOWN ROAD AND THE NTS II CLASS IV NORTHERN ENTRANCE INTO STEPHENSON VILLAGE JITTERBUG WAY NTS KEARSARGE COURT TYPICAL CUL-DE-SAC WITHOUT RAISED LANDSCAPE ISLAND NTS ♦\\\♦ ♦A�.\AAAI NTS * STREETS WITH CIL RADIUS LESS THAN 200' SHALL BE POSTED WITH 20 MPH ADVISORY SPEED LIMIT AS DIRECTED BY VDOT. ** LOCAL STREETS HAVING ONE POINT OF ACCESS AND AN ADT GREATER THAN 400 VPD MUST BE CONSTRUCTED ASA CLASS III ROADWAY. *** STREETS WITH VOLUMES OVER 4000 VPD MUST BE DESIGNED ACCORDING TO THE VDOT ROAD DESIGN MANUAL. COMMON AREA CONCRETE pt mmmmowmim m7`bl� TYPICAL PRIVATE ACCESS DRIVEWAYS (PAD) TYPICAL COURTYARD • • DRIVEWAYSNTS TYPICAL PLANTING DETAIL NOTE: A MINIMUM 6' HIGH SCREEN WILL BE PROVIDED UTILIZATING ANY COMBINATION OF EITHER A SHRUB HEDGE, FENCE, WALL, MOUND OR BERM. �.. ............... " NOTE: ROAD EFFICIENCY BUFFER MAY BE REDUCED TO A MINIMUM NOTE: For illustrative purposes only OF 25' PER MODIFICATION #7 OF PROFFER STATEMENT. ALL SCREENING AND LANDSCAPING SHALL MEET MINIMUM ZONING ORDINANCE REQUIREMENTS. 1 ROAD CLASSIFICATIONS 24' MIN. CLASS Gni ALAMO PLACE RM16' R/W RNV ECOURT PAD ORNPMENTAL TREE ARROW CROWN COURT II FROM FIESTA TO CENTINNIAL A R 14FITENNIAL TO END ATTIC WAY INGRESS/EGRESS EASEMENT v MANUAL, APPENDIX B (1) AND SHALL MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). "NO PARKING" SIGN o � BALKAN COURT II EG 2' SHOULDER eARRrLWAY 2' 12' 2' II EP BATIK COURT II BLACKFO D DRIVE II BRASSTOWN LOOP I BUCCANEER COURT -11 CENITFOUR DIVE w U 0'6 U Q Ow W /^� O Z �IjjL�MF-'1 Mo W `� O> ILLIIII CENTENNIAL DRIVE z a' ONE WAY EP CHURNDASH WAY II LIMITS OF BITUMINOUS SURFACE COMPASS COURT II y, BITUMINOUS CONCRETE rt 11x.1' 1/4":1' 1/4":1' 2' 'ROFTON COURTI EG 2'SHOULDER ,. I )OMINO COURT PAD DRESDEN COURT PAD DUTCHMAN COURT II ELLISON WAY I ri&SMUBSASE� BASE COURSERNJ 1' I STD. CG -6- II r FARMHOUSE COURT "NO PARKING" SIGN CUL-DE-SAC TO END LIMITS OF SUBBASE II SAWTOOTH TO ARROW CROWN FIESTA DRIVE PAD ARROW CROWN TO END TYPICAL II ALLEY ENTRANCE PAD TYPICAL ALLEY SECTION GARRET COURT CLASS V GRETCHEN COURT PAD GRISTMILL COURT CLASS V HALO COURT I NTS II NTS ♦\\\♦ ♦A�.\AAAI NTS * STREETS WITH CIL RADIUS LESS THAN 200' SHALL BE POSTED WITH 20 MPH ADVISORY SPEED LIMIT AS DIRECTED BY VDOT. ** LOCAL STREETS HAVING ONE POINT OF ACCESS AND AN ADT GREATER THAN 400 VPD MUST BE CONSTRUCTED ASA CLASS III ROADWAY. *** STREETS WITH VOLUMES OVER 4000 VPD MUST BE DESIGNED ACCORDING TO THE VDOT ROAD DESIGN MANUAL. COMMON AREA CONCRETE pt mmmmowmim m7`bl� TYPICAL PRIVATE ACCESS DRIVEWAYS (PAD) TYPICAL COURTYARD • • DRIVEWAYSNTS TYPICAL PLANTING DETAIL NOTE: A MINIMUM 6' HIGH SCREEN WILL BE PROVIDED UTILIZATING ANY COMBINATION OF EITHER A SHRUB HEDGE, FENCE, WALL, MOUND OR BERM. �.. ............... " NOTE: ROAD EFFICIENCY BUFFER MAY BE REDUCED TO A MINIMUM NOTE: For illustrative purposes only OF 25' PER MODIFICATION #7 OF PROFFER STATEMENT. ALL SCREENING AND LANDSCAPING SHALL MEET MINIMUM ZONING ORDINANCE REQUIREMENTS. 1 U Z ROAD CLASSIFICATIONS ROAD NAME CLASS NOTES ALAMO PLACE PAD O ECOURT PAD ORNPMENTAL TREE ARROW CROWN COURT II FROM FIESTA TO CENTINNIAL A R 14FITENNIAL TO END ATTIC WAY PAD v MANUAL, APPENDIX B (1) AND SHALL MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). o � BALKAN COURT II eARRrLWAY PAD O BARRISTER STREET II BATIK COURT II BLACKFO D DRIVE II BRASSTOWN LOOP I BUCCANEER COURT -11 CENITFOUR DIVE I CENTENNIAL DRIVE II rt CHURNDASH WAY II COMPASS COURT II CORONATION COURT PAD 'ROFTON COURTI DEWEY WAY I )OMINO COURT PAD DRESDEN COURT PAD DUTCHMAN COURT II ELLISON WAY I FADING STAR COURT I FARMHOUSE COURT II INORTHUMBERLAND 10 CUL-DE-SAC FARMHOUSE COURT PAD CUL-DE-SAC TO END FIESTA DRIVE II SAWTOOTH TO ARROW CROWN FIESTA DRIVE PAD ARROW CROWN TO END FLYFOOT DRIVE II FRIENDSHIP WAY PAD GARRET COURT II R/N/ w w O3� 1 w m GRETCHEN COURT PAD GRISTMILL COURT II HALO COURT I INTERLACE WAY II JEWEL BOX DRIVE II JITTERBUG WAY KEARSARGE COURT PAD LATTICE DRIVE 11 LEAVENWORTH COURT II LINDY WAY MANILLA PLACE PAD MOSAIC COURT II NORLAND KNOLL DRIVE III SB BLVD TO PARKLAND DRIVE NORLAND KNOLL DRIVE II PARKLAND DRIVE TO END NORTHUMBERLAND DRIVE III SS BLVD TO SPLENDOR GARDEN NORTHUMBERLAND DRIVE -11 `SPLENDOR GARDEN TO CHURNDASH NOTIONS COURT PAD �ABKLANQ DRIVE II SS BLVD TO NORLAND KNOLL DRIVE PARKLAND DRIVE II NORLAND KNOLL DRIVE TO BARRISTER STREET PATCHWORK DRIVE II NORTHUMBERLAND TO FADING STA PATCHWORK DRIVE I FADING STAR TO END PATRIOT STREET 11 SEESAW TO STARRY WAY DRIVE PATRIOT STREET PAD STARRY WAY TO END PINTANGLE COURT PAD PINWHEEL COURT II POINSETTIA WAY I PRA IE PLACE PAD PRICKLY PEAR PLACE I ROOFTOP COURT II ROSEBUD COURT I ROTUNDA DRIVE I SANTE FE COURT I SAWTOOTH DIVE II SEESAW COURT PAD SETTING SUN COURT II SNOWDEN BRIDGE BOULEVARD IV MAJOR COLLECTOR ROAD SPLENDOUR GARDEN WAY I STARBURST STREET 11 STARRY WAV DRIVE TEMPLE COURT PAD THORNY CROWN LAE PAD VALISE WAV 11 WADING DUCK WAY PAD U Z PLANT TYPE PLANT UNITS V Q ROAD NAMES CLASSIFIED AS CLASS I OR II MAY BE DEVELOPED AS PUBLIC OR PRIVATE STREETS WHICH WILL BE DETERMINED DURING SUBDIVISION DESIGN PLAN PROCESS. Z O A W ORNPMENTAL TREE 5 �w Rw sHRua 04 Lu b Z v MANUAL, APPENDIX B (1) AND SHALL MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). o � � W_ J O E - Z W W rt V z 0 Z4 E A Lic. No. 32809 PLANTING SCHEDULE SYMBOL PLANT TYPE PLANT UNITS Om Q ROAD NAMES CLASSIFIED AS CLASS I OR II MAY BE DEVELOPED AS PUBLIC OR PRIVATE STREETS WHICH WILL BE DETERMINED DURING SUBDIVISION DESIGN PLAN PROCESS. O r.<14 O A rA ORNPMENTAL TREE 5 �w Rw sHRua 04 THE PROPOSED SUBDIVISION STREETS PER THIS MDP REVISION WILL BE DESIGNED PER THE VDOT ROAD DESIGNU SIDEWALK Z P Z W MANUAL, APPENDIX B (1) AND SHALL MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). c co1 ((� O J O E - PLANTING SCHEDULE SYMBOL PLANT TYPE PLANT UNITS Om SHAOE TREE 10 Oa EVERGREEN TREE 5 ORNPMENTAL TREE 5 �w Rw sHRua i RMS 4aTYP. Om ® ® Oa Qi �w Rw O SIDEWALK GRASS BUFFER rt RAISED LANDSCAPED MEDIAN R. O =TOTAL PLANT UNITS PER 40' GRASS BUFFER SIDEWALK RN �'} � ® 9 g • n • B B ® ® ® ® 40'OP. ® © NOTE: CLUSTERS AT TREES AND SHRUBS SHALL N PLANT UNITS LINEAR RATE OF TEN R A DWAY FRONTAGE FEET OF COLLECTOR BTREET ROADWAY FRONTAGE FE EQUIVALENT OFCOLLECTOR � ® y4� B® '• • ®® REQUIRED LANDSCAPING MAJOR COLLECTOR ROAD NTS R/N/ w w O3� 1 w m DATE: 12/16/2019 SCALE: - N/A DESIGNED BY: KDP FILE NO. 2760B SHEET 7 OF -14 19-24 O Vi Qi W DATE: 12/16/2019 SCALE: - N/A DESIGNED BY: KDP FILE NO. 2760B SHEET 7 OF -14 19-24 T.M. 44—A-1:3gA / / \ \ I / / \ \ / I • / iy / � / / \ / I , �/ I J \ 1 \ \ -- ,•—! , T.M. �44—A-29�Y. 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No. 32809 0T-& 4 H iJ I z;j �o ,:4 L z a m ao w� 0 Z °W E" W 0� Q �W Q4 Z cf) 0 o 0 c DATE: 12/16/2019 SCALE: 1" = 100, DESIGNED BY KDP FILE NO. 2760H SHEET 13 OF 14 19-24 PROFFER STATEMENT SUMMARY On-going Complete STEPHENSON VILLAGE RESIDENTIAL PLANNED COMMUNITY X Property: 794.6+/- Acres X Tax Map Nos. 44 -((A)) -31A, 44 -((A)) -292,44-((A))-293, and A Portion of Tax Parcel 44-((A))-31 X Stonewall Managerial District, Frederick County, Virginia X 1. COMMUNITY DESIGN MODIFICATION DOCUMENT: Pending On-going Complete A, Allows R4 District X B. Generalized Development Plan X * The Applicant has proffered a Community Design Modification Document that is attached and incorporated by X reference herein as Exhibit F. * The Frederick County Board of Supervisors agrees without need of any further Board of Supervisors or Planning X Department approval to any modifications for any matter which has been previously agreed to and therefore X approved by Frederick County. X 2. PHASING PLAN: X A. Additional Proffer Payment X Frederick County may assess the Applicant to effectively double school related proffers for each student that exceeds 4 a cumulative yearly total increase of 60 students per year X B. Limitations on Permits X * The phasing allowed quantities shall be limited to 8% per year on a cumulative yearly basis beginning with the date X of approval of this rezoning based on the following fonnoIa: X * (2,465-800 to 1,300 range of age restricted units) x 8%+ unused permits from prior year(s) = maximum non -age X i restricted pennits for current year I * Any units not used in a given year shall be carried forward. X 3. USES, DENSITY AND MIX OF HOUSING TYPE: 0 A. The applicant shall develop a mix of housing unit types to include those single-family detached, townhouse, and r_; multifamily housing unit types described in the Land Bay Breakdown Table in Section 3A(2) and further described in X Section 21 of this proffer statement. B. All Dedications and Conveyances of land for public use and/or for the use of the development shall be credited for X density calculations. >--I C. There shall be a unit cap of 2,465, exclusive of the affordable housing for the elderly (Section 11) on the subject property. X D. All land uses within the B-3 District and the M-1 district shall be prohibited, unless otherwise permitted in the RP X District, the B-1 District or the B-2 District. In no case shall truck stops be pen nitted within Stephenson Village 4. CAPITAL FACILITY IMPACTS: A. The Frederick County Capital Facilities Fiscal Impact Model results demonstrate a fiscal impact to capital facilities in the 0 amount of $5,327 per residential unit * The Applicant will pay 100% of these impacts through monetary contributions and land donations to Frederick X County, unless otherwise specified by the proffer. Y) * The parties agree that the values used for the land donations, of $30,000 per acre, are appropriate and acceptable. X * Monetary contributions shall be paid at the time of building permit issuance for each unit X * Monetary contributions will be adjusted every two years by the Consumer Price Index. X * Any units not used in a given year shall be carried forward. X * The per unit monetary proffer for single family, townhouse and multifamily provides for: X $3, 925.00 for Frederick County Public Schools ($4,135 per unit model less $210 for laird donation $635.00 for Frederick County Parks and Recreation ($889 Oer model less $254 for land donation) $400.00 for Frederick County Fire and Rescue $145,00 for Public Library m $152.00 for Administration Building 0 * The Per unit monetary proffer for active adult units provides for: ,��---� U0 $635.00 for Frederick County Parks and Recreation ($889 per model less $254 for land donation) X $600A0 Total for Frederick County Fire and Rescue � $145.00 for Public Library $152.00 for Administration Building * The per unit monetary proffer for the affordable housing for the elderly provides for: X $800.00 Total for Frederick County Fire and Rescue �24 5. MATCHING FUNDS FOR TRANSPORTATION ENHANCEMENTS AND/OR HERITAGETOURISM: .3:0) c in funds to Frederick Countyu to be utilized for transportation ortation A. The applicant shall contribute $75,000 in matching P X enhancements and/or for the promotion of heritage tourism. W 6. MONETARY CONTRIBUTION TO CLEAR BROOK VOLUNTEER FIRE AND RESCUE: � A. The Applicant will pay to Clear Brook Volunteer Fire and Rescue Inc. the sum of $200,000.00 for its general fined. i. -I * $50,000.00 to be paid nine mouths after zoning approval. x * $50,000.00 to be paid within thirty (30) days of issuance of the 500th building permit not later than December 31, X 2008 * $50,000.00 to be paid within thirty (30) days of issuance of the 1,0 00th building permit not later than December 21, X 2013 * $50,000.00 to be paid within thirty (30) days of issuance of the 1,5 00th building permit not later than December 31, X 2018 7. TRANSPORTATION IMPROVEMENTS: �:X A. Improvements within the Property: (1) Major Collector Road (a) The applicant shall dedicate an 80 foot right of way and construct the Major Collector Road from Old Charles Town Road through Stephenson Village, and the property currently owned by McCann and Omps to U.S. X Route 1 I (Martinsburg Pike) m (b) Provide landscaped areas along, within, and/or adjacent to each side of the Major Collector Road in accordance X with section 22-A (c) The median will be vegetated with a combination of both woodland conservation areas and grassed areas Q supplemented with landscaped plantings. The Applicant will have a maintenance agreement with VDOT X which will transfer to the (HOA). Irrigation systems will be designed as a separate system. (d) Provide bicycle lanes within the right of way that are four feet in width and are contiguous with the outside X travel lanes and are properly marked and signed I: (e) Prohibit individual residential and cominercial entrances from intersecting Milburn Road (Royale 662) X (2) Inter -parcel Connections (a) Provide Inter -parcel connections between land bays to the extent reasonably possible X (3) Private Streets, Alleys and Common Drives U) (a) The Applicant shall provide for a gated community entrance for the active adult portion with a complete system of private streets. The cross sectional dimension of pavement thickness compacted base thickness will X meet or exceed the public street pavement section standards utilized by VDOT (b) Private Alleys * The Applicant will provide one-way alleys within a sixteen -foot (16') wide easement having twelve feet X (12') of pavement with a two foot (2') shoulder on both sides. * Private alleys, which intersect other private alleys at 90 degree angles shall provide for a minimum X turning radius of 25 feet. * Private alleys, intersection, public or private streets shall provide curb cuts extending two feet beyond the X paved edge of the standard alley width. (c) Privare Streets The Applicant Shall provide for a nirinrn travel aisle width of 24 feet for private streets rolim alley X served units. In addition to on street parking designed for the private street. (d) Common Drives - Unit Type 4 (courtyard cluster) (i) Minimum Width of 20 feet X (ii) Minimum depth of pavement section shall be a four -inch compacted stone base said six inches of X concrete or equivalent material. (iii) "No Parking" sign shall be posted at the entrance to the courtyard. X (iv) Fire Hydrant provided at the entrance to each corner drive to the courtyard clusters. X (v) Visitor parking areas will be provided outside of the courtyard cluster common drive area. X B. Offsite Right-of-way and/or Easements * The Applicant will acquire any additional rights-of-way and/or easements for all off-site transportation X improvements proffered. * Frederick County to attempt to acquire such rights-of-way and/or easements by appropriate erninent domain X proceedings at the request of Applicant * Applicant responsible for all payments made to property owners for rights-of-way and/or easements so acquired. X C. The Applicant will install full size entrance improvements with right and left turn lanes at the intersection of Old Charles X Town Road and the Major Collector Road during the first phase of development. D. Old Charles Town Road and U.S. Route I I * The Applicant will execute a signal'ization agreement with VDOT for the intersection of U.S. Route 11 and Old X Charles Town Road. * The Applicant will construct hill size entrance improvements with both a right turn lane and left turn lane on Old X Charles Tower Road, and a right tum lane on U.S. Route 11. E. The Applicant will execute a signalization agreement with VDOT for the intersection of Old Charles Tower Road and the X Major Collector Road. F. Major Collector Road * The Applicant will design and construct a four -lane boulevard Major Collector Road for the Stephenson Village X Community in substantial conformance with the proffered Generalized Development Plan. * The first phase will be a two-lane half section that is constmeted from Old Charles Tower Road to the limits of the X development. * The second phase of the Major Collector Road will provide for the ultimate four -lane section with appropriate right X and left turn lanes based on the following program: (1) Design of the transportation improvements will begin when 80% of the actual traffic count volume is realized X with completion of the improvements within 18 months of initial design. (2) Once actual traffic counts of 7,996 vehicle trips per day have been documented on the Major Collector Road, the Applicant will btmd and commence construction of the additional lanes to the existing Major Collector X Road to its ultimate four -lane section. (3) Once the actual traffic count reaches 10,570 vehicle trips per day on the Major Collector Road, the Applicant will bond and commence construction of a three -lane section of Old Charles Town Road, from the Entrance to U.S. Route I 1 using the existing bridge. (4) Once the actual traffic coma reaches 17,+699 vehicle trips per day on the Major Collector Road, the Applicant will bond and commence construction of a two lane half section of the Major Collector Road from the limits of the four -lane section to U.S. Route I 1 at the Rutherford Farm Industrial Park intersection to 'include right and left turn lanes on the east side of U.S. Route 11. * The Applicant agrees to enter into a signalization agreement with VDOT at the U.S. Route I I/Rutherford Farm Industrial Park intersection if traffic signalizaton is not otherwise provided at that time. * Traffic counters will be installed at the southwestern entrance to Stephenson Village on the property as part of this improvement. (5) Once the traffic count at the southwestern entrance to Stephenson Village near the Rutherford's Farm industrial m d d the Applicant will bond an he Maar Collector Road, 9 vehicle tris per da on t intersection reaches 7 9- 6 Park a- t p p Y J pP commence construction of the remaining additional lanes to the existing Major Collector Road to provide for the ultimate four -lane section ending at the east side of U.S. Route 11. G. The Applicant will provide $50,000 that shall be utilized as matching funds by VDOT and/or the County of Frederick for future improvements to the Interstate 81/U.S. Route 1 I interchange at Exit 317. 8. SCHOOL AND BALLFIELD SITES: A School Site The Applicant shall dedicate 20 acres of land to the Frederick County School Board for use as a public school site which shall count towards the overall open space requirement for the development. * The Applicant will allow access for Stephenson Village residents to the site from a local neighborhood street, and will provide access to water and sewer. B. Soccer and Baseball Field Site (1) The Applicant shall dedicate 24 acres of land to Frederick County or such other entity as Frederick County designates. * When combined with school ball fields, there will be 6 soccer fields and 6 baseball fields as shown on the layout for School/Park Site (Exhibit C), which shall count towards the overall open space requirement for the development. * The Applicant will allow access for Stephenson Viilage residents to the site from a local neighborhood street and will allow access to water and sewer. (2) Frederick County may convey or lease its ownership interest in the soccer and baseball field sites to a corporation, trust or other entity to provide recreation opportunities for the public. C. Land Conveyence * The Applicant shall provide a boundary survey and shall stake the corners of each site. * Frederick County will execute air agreement in recordable fomi which is satisfactory to the applicant which will provide and confirm that said third party agrees to be bound by the provisions of the Proffer Statement D Land Use * Any other similar types of public uses shall be permitted only with the consent of the Applicant * If the public purposes are not constructed or installed, completed and in use on the parcels which are identified in subparagraphs A and B above within ten years of conveyance said properties may be purchases by the Applicant for the land value specified in §4 of this proffer statement. E. The Applicant reserves the right to retain temporary and permanent grading, slope, utility, drainage, storm water management and access easements on all public use parcels which are dedicated to Frederick County. 9. RECREATIONAL AMENITIES: A Recreational. Center * The Applicant shall construct one recreation center within Land Bay III as shown on the Generalized Development Plan * The recreational center shall include a bathhouse and a 6 -lane, 25 -meter competition swimming pool. * Work on this facility shall commence prior to the issuance of the 250th non -age restricted building permit and be completed prior to issuance of the 800th non -age restricted building permit. B. Active Adult Recreation Center * The Applicant shall construct one (1) recreation center with in one of the Land Bays for the private use of the residents of the Active Adult Community. * Work on this facility shall commence prior to the issuance of the 150th building pennit and be completed prior to issuance of the 350th building permit in the Active Adult Community. C. Pedestrian Trail Sidewalk System * The Applicant shall construct a pedestrian trail or sidewalk system, which connects each recreation area to the surrounding neighborhood. Such trails or sidewalk system shall be constructed of stone dust or wood chips aps or such other materials provided they are not part of the sidewalk system within the public right-of-way. D Linear Park Trail A 6' wide asphalt or concrete trail will be constructed and a 20' wide trail easement shall be dedicated to Frederick County Parks and Recreation within the Hiatt Run Corridor and ern the length of said corridor on the subject property for 3,800 +/- linear feet as shown on the proffered General Development Plan. * Any area so dedicated shall be included in the calculation or required open space, and shall entitle the Applicant to recreational credit units for the value of the construction of the trail and dedicated land. * The Applicant reserves the right to retain temporary and permanent grading, utility, sewer force main, slope, storm water management, construction and drainage easements within said dedicated area. * In the event that the public linear park trail is unable to be constructed due to County or State ordinances, the Applicant shall develop the linear park trail w a private trail system for the use of the residents of Stephenson Village. 10. ACTIVE ADULT AGE -RESTRICTED HOUSING: A The following language shall be included in the deeds conveying real property: 80% of the occupied residential units shall . he occupied by at least on person fifty-five (55) years of age or older (1) All other residents must reside with a person who is fray -five (55) years of age or older, and be a spouse, a cohabitant, an occupant's child eighteen(18) years of age or older. (2) Guests under the age of fifty-five (55) are permitted for periods of time not to exceed sixty (60) days in any calendar year. (3) A surviving spouse shall be allowed to continue to occupy a dwelling unit without regard to age. B. 20% of the occupied age -restricted residential units shall be allowed to be occupied by at least one person fifty (50) years of age or older s cohabitant, an who is ft 50 ears of age older, be a spouse, e a ca (1) All other residents must reside with a person fry ( ) y g p t, occupant's child eighteen (I 8) years of age or odder (2) Guests under the age of fifty (50) are permitted for periods of time not to exceed sixty (60) days in any calendar year. (3) A surviving spouse shall be allowed to continue to occupy a dwelling unit without regard to age. `n age (4) Any amendment must be in accordance with applicable local and state regulations governing g restricted housing and the Federal Fair Housing Act. C. The requirements to qualify as Housing for older Persons under the Federal Fair Housing Act and the Fair Housing Act of Virginia shall be included in the deeds conveying real property designated as age -restricted 11. AFFORDABLE E HOUSING FOR THE ELDERLY: * The Applicant will develop and build apartment units to provide affordable housing for the elderly. * The construction of these apartment units will begin after at least 50 percent of the retail space has been developed,. provided that the project qualifies for the Multi -Family Loan Program and the Low Income. Housing tax Credit Program or equivalent. 12. PRESERVATION OF 141STORICAL AND CULTURAL RESOURCES: A Byers house * The Byers house will be preserved as deemed appropriate by the Applicant B. Cemeteries * The Applicant shall mark and 'identify any cemeteries and shall preserve those cemeteries in accordance with all County and State regulations. 13. COMMERCIAL CENTER: A Major Collector Road Access * Provide for all turn lanes and traffic signalization on the Major Collector Road serving the commercial center * Conduct traffic impact analysis studies for each commercial site plan submitted to Frederick County * A traffic signalization agreement will be executed with VDOT B. Architectural Design * Record architectural and design restrictive covenants for the commercial center and shall submit a copy to the Frederick County Planning Director and the Frederick County Building Official with the first site plan within the commercial center. * Provide for the establishment of an architectural review board for the purpose of review and approval of all architectural elevations and signage for all commercial uses. C. All commercial site plans submitted to Frederick County far the commercial center designed to implement best management practices (BMP) D The areas within the commercial center that are not required to be graded or cleared for the implementation of all approved . site plans will remain undisturbed. E. Provide for a maximum of 250,000 square feet of commercial land use F. The development of 60,000 square feet of commercial space will begin within the commercial center no later than the issuance of the 1,200th non -age restricted residential building permit with completion of this commercial space within I8 months 14. RENT FREE COUNTY OFFICE SPACE: A Provide up to 2,500 square feet of shell space for a 10 -year period rent free exclusive of utility and common area . maintenance charges in the commercial center for the location of a Public Service Satellite Facility for Frederick County. X X X X X X X X X X X X X X X X k' X X X X X X X X X X X X X X ii 15. COMMUNITY DESIGN X A. Resign * Provide an overall continuity of design within the community B. Architecture X (1) Architectural styling of Housing Unit Types 1 through 4 constructed in accordance with the Housing Unit Types Exhibits. Housing Unit Types 5 and 6 shall be compatible with Housing Unit Types 1 through 4. (2) Access to garages by the use of alleys shall be allowed on Housing Unit Types I (Carriage House), 3 (Cottage House), 5 (Modified Single -Family Small Lot, and 6 (Modified Townhouse). (3) Specific architectural elements allowed on Housing. Unit Types shall include peaked roofs, gables, chimneys, balconies or decks, porches and/or garages. C. Housing Unit Type 3 (Cottage House and Unit Type 4 (Courtyard Cluster) (1) Decks and Patios * All deck planks shall be Class I (A) fire rated composite lumber or approved equal material. X (2) Fire Protection System X * Courtyard Cluster and Cottage houses will have a 13-D sprinkler system in the home and the garages. D. Lighting X * Any exterior lighting of individual homes or common use recreation areas shall be directed downward and inward. E. Architectural and Design Covenants * Develop architectural and design covenants for and establish an architectural review board for the purpose of review and approval of all architectural elevations, exterior architectural features, as well as any publicly provided structures X located on sites dedicated for public use. 16. ENVIRONMENTAL FEATURES: A. Environmental Features and Easements: X (1) Significant wildlife habitats shall be identified and preserved by the Applicant with technical assistance from the Virginia Department of Game and Inland Fisheries. (2) Limit the clearing and grading on each lot to the area needed for structures, utilities, access and fire protection. (3) Unbuildable wetlands, unbuildable f7oodplains, and unbuildable steep slopes shall be designated and shall be subject to the following: (a) Clearing and grading will not occur on any slopes of twenty five percent (25®/o) or greater, except for trails, road crossings, utilities, drainage, and stone water management facilities. (b) Development within floodplain areas shall be limited to the public Linear Park Trail system (c) Buffers and Conservation Easements (i) A (100') wide non -disturbance buffer shall be provided outside of any platted lot immediately adjacent to Hiatt Run and the Wetlands Intermittent Ravine Channel. X (ii) A (20') wide buffer shall be provided outside of any platted lot immediately adjacent to the 100 -year floodplain. X (4) Resource protection areas identified for the Hiatt Run Corridor and the Wetlands Intermittent Ravine Channel X B. Hiatt Run Corridor: (1) Considered a resource protection area. Clearing and grading by individual lot owners is prohibited within this zone. (2) A (100') foot non -disturbance buffer shall be provided outside of any platted lot adjacent to the Hiatt Run Corridor (3) A minimum buffer of (20') shall border all wetland preservation areas. (4) ]dative plants and cluster trees will be preserved and/or reforested in accordance with the Forest Management Plan along the sought side of the Hiatt Run Corridor. (5) A planting plan along the north side of the Hiatt Run Corridor will be created with technical assistance from VDGIF and the Lord Fairfax Soil and Water Conservation District. C. Wetlands Intermittent Ravine Channel: * The Wetlands Intermittent Ravine Channel shall be considered a resource protection area. Clearing and grading by individual lot owners is prohibited within this zone. Planting plan for upland buffer will be created with technical assistance from VDGIF and the Lord Fairfax Soil and Water Conservation District. D. Forest Management Plan: (1) The Forest Stewardship and Management Plan will be created with technical assistance form the Department of Forestry. (2) Existing ponds will be identified and, if beneficial and appropriate shall be located and designed to promote water infiltration on the site. A minimum area of twenty feet (20') wide surrounding each such pond shall be developed as a park setting. (3) The Forest Management Plan will be created with technical assistance from the Department of Forestry. E. Environmental Utility/Road Impacts: * Construction of utilities, roads, trails, bio -retention areas, or wetlands creation shall be allowed within the environmental features listed in §16A -§16D of this proffer statement. Any construction of the above listed items will use low impact construction methods. F, Implementation of Enhancements and Amendments s component of the Master Development nment ce refection areas a. a c Ovide the location of the rescue The applicant shall pr p P p Plata. Information pertaining to proposed enhancements and amendments to the resource protection areas shall be included as narratives of the Master Development Plan to ensure that these treatment measures will be implemented. 17. COMMUNITY CURBSIDE TRASH COLLECTION: A. The properties within Stephenson Village shall be serviced by a commercial trash pickup and waste removal service. B. The area immediately surrounding each dunmpster site shall be planted with vegetation similar to or identical to that planted in the median open vegetated areas, in addition to the required fence and gate enclosure. 18. WATER AND SEWER IMPROVEMENTS: A. The Applicant shall dedicate land to be utilized for the location of a regional pump station as determined by the Frederick County Sanitation Authority (FCSA) B. Pump Station * The Applicant shall construct a pump station in conformance with the Frederick County Sanitation Authority Route 1 I North Sewer and Water Service Area Plan and shall dedicate the applicable water and sewer lines to FCSA for operation and maintenance. * The pump station shall be constructed and operational prior to the first occupancy permit in Stephenson Village. X C. Water and Sewer Lines * The Applicant shall construct water and sewer lines in conformance with the Frederick County Sanitation Authority X Route I 1 North Sewer and Water Service Plan. * The applicant shall provide water and sewer lines of adequate size to the property line for all publicly dedicated properties. 19. COMPREHENSIVE PLAN CONFORMITY: A. The Frederick County Board of Supervisors authorized the location and provision of those public uses and facilities specifically referenced on the Generalized Development Plan, in this Proffer Statement, and the extension and construction of water and sewer lines and facilities and roads necessary to serve this Property pursuant to the Virginia Code Section 15.2-2232 and the Frederick County Code. 20. CREATION OF HOMEOWNERS ASSOCIATION(S): A. Creation ofAssociation(s) * A homeowners association or more than one homeowners association ("HOA") shall be created and shall be made responsible for the review and approval of all design standards for the Stephenson Village Development and for the maintenance and repair of all common areas. B. Additional Responsibility * The HOA shall have title to and/or responsibility for: (1) All common open space including storm water facilities areas not otherwise dedicated to public use or maintained by commercial entities. (2) Common buffer areas located outside of residential lots. . (3) Residential curbside trash collection. X 0 X X X X X X X X X X X X X li X X X X X X X X X X X X X X X X X X 21. PROFFERED HOUSING TYPES: * The following Housing Unit Types are proffered herein. Any existing or future Housing Unit Type, which is permitted under the R4 Residential Planned Community District, may also be utilized. * The minimum design standards for the following housing types are summarized and listed on Exhibit E -Minimum Design Standards. * "Housing Unit Type 1" (Carriage House): * "Housing Unit Type 2" (Non -Alley Carriage House): * "Housing lint Type 3" (Cottage House): * "Housing Type ( Unit T 4" (Courtyard Cluster)- Housin 1 r rtY ) * "Housing Unit Type 5" (Modified Slagle Family Detached Lot): * "Housing Unit Type 6" (Modified "Townhouse" Attached Dwelling): * "Housing Unit Type 7" (Elderly Housing Dwelling): 22. STREETSCAPE DESIGN AND LANDSCAPING: A. The Applicant shall provide landscaped areas on both sides of the Major Collector Road as illustrated on the attached Exhibit D (Typical Major Collector Road Section) (1) Woodland conservation areas shall have a varying width of no less than fifteen feet and shall be provided where feasible based upon final engineering and design. Trees shall be planted at the minimum rate of one tree every 40 linear feet along the roadway frontage and shall be planted in clusters rather than a linear pattern. (2) Streetscape * At the Applicants option, trees and shrubs shall be planted in clusters and shall be planted at an equivalent rate of ten plant units per 40 linear feet of collector street roadway frontage. * Plant unit credits are determines as follows: Shade Trees (2" min. caliper) = 10 plant units, Ornamental trees (1.5" minimum caliper) = 5 plant units, Evergreen trees (6' min. height) = 5 plant unites, Shrubs (18" minimum height) = 2 plant units. B. The Applicant shall have the option of utilizing landscaped central islands within cul-de-sacs. When landscaped islands are utilized a twenty-eight foot (28') foot paved area shall be provided to accommodate on -street parking and travel aisles. C. Where conditions permit, vegetated open channels shall be used in street right-of-ways for storm water runoff, instead of curb and guttering. D. To the extent possible, stone fines or wood chip trails/paths shall be used instead of asphalt trails/paths. Where practical, such trails/paths shall be located on only one side of each interior road provided sidewalks are not required or practical within the adjacent road right-of-way, 23. COMMUNITY SIGNAGE PROGRAM: A. Community Entrance * The Applicant reserves the right to construct community entry features including a monument style sign at the entrances to the development. Such signage shall not exceed two signs per intersection, one occurring on either side of the entrance, * Sign pane areas shall not exceed 65 square feet per sign, and shall be attached to a wall not to exceed 8 feet in height, excluding piers, which shall be 9.25 feet in height. The wall supporting the signage will not be included in the allowable square footage for the sign panel.. B. Neighborhood Entrances * The Applicant reserves the right to construct neighborhood entry features including a monument style sign at the entrance to each neighborhood. Such signage shall not exceed two signs per intersection one occurring on either side of the entrance. * Sign panel areas shall not exceed 40 square feet per sign, and shall be attached to a wall not to exceed 7 feet in height, excluding piers, which shall be 8.25 feet in height. The wall supporting the signage will not be included in the allowable square footage for the sign panel. C. Commercial Entrance Commercial freestanding business signs shall be monumentent style with similar design and materials as the community entry feature sighs. * Commercial freestanding business signs shall be no more than 20' in height measured from the base and shall be spaced a minimum of 100 feet apart. Page 27 Pending On-going Complete X oft co X X R X W X W X X cox X X W X X < X X X W X W X 0 X X �4 X X I X ­� September 3, 2003 SIGNATURE PAGE The conditions set forth herein are the proffers for Stephenson Village and supersede all previous proffer statements submitted for this Development. Respectfully submitted, Stephenson Associates, L.C. By:vl.,.,0�11e�,��Itll___ N : J. onald Shockey, 3r. 1. Ti e: Manager Subscribed and sworn before me this $th day of Sem_, 2003, Susan I]. Stahl (Typed Name of Notary) S-&�,W_L_l " My Commission Expires: 4-30-2004 Notary Public BOUNDARY INFORMATION REFERENCE: 1. DEED DATED OCTOBER 15, 2004 (INSTRUMENT NO. 040021293) 2. FINAL LAT FOR BOUNDARY LINE ADJUSTMENT BETWEEN THE LANDS PLAT OF STEPHENSON ASSOCIATES, L.C., DATED APRIL 28, 2006, REV. NOVEMBER 26, 2006 (INSTRUMENT NO. 070045227) 3. RIGHT OF WAY DEDICATION PLAT OF THE LANDS OF BROOKFIELD STEPHENSON VILLAGE L.L.C., DATED .TUNE 1, 2006, REV. DECEMBER 8, 2006 (INSTRUMENT NO. 07006356) 4. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 1, DATED AUGUST 28, 2906, REV. DECEMBER 15, 2006 (INSTRUMENT NO. 970996358) 5. FINAL PLAT FOR BOUNDARY LINE ADJUSTMENT BETWEEN THE LANDS OF BROOKFIELD STEPHENSON VILLAGE, LLC AND STEPHENSON ASSOCIATES, L.C. DATED FEBRUARY 15, 2011 (INSTRUMENT NO. 1100000000) 6. FINAL SUBDIVISION PLAT OF THE LAND OF STEPHENSON ASSOCIATES, L.C. TAX PARCEL 44—A-292 DATED FEBRUARY 25, 2011 (INSTRUMENT NO. 1100000000) 7. FINAL SUBDIVISION PLAT OF THE LAND OF STEPHENSON ASSOCIATES, L.C. TAX PARCEL 44—A -31A DATED FEBRUARY 25, 2011 (INSTRUMENT NO. 1100000000) S3 oft co R W W N -� N -.,o c., g W cox N N n -�, � o � W �- Z`. ozs EO < " �� 99 W W 0 U i+ t`�. �� rr hl"'IN ki ,ii a .N '�� � � o, 9 Z nZi oZ o ,+*;j a�'�;: 4; W L� H OP P. I I - ,_A URA Y L, EPLER � 'id� 0 Lic. No. 3280,9 o -�P2�' ZONAL 6 0 V) r- 0 �4 0 > I U) ­� ��, U 0 I r_; r-4 Q � UU � >--I r I til a: Q' ,_q �iF4 PQ 0 54 W E Y) F C � Z O ,-e; M C7 A m � 0 ,��---� U0 � H OP P. I I - ,_A URA Y L, EPLER � 'id� 0 Lic. No. 3280,9 o -�P2�' ZONAL 6 DATE: 12%16%2019 j SCALE: - N/A DESIGNED BY: KDP FILE NO, 2760B SHEET 14 OF '14 9-24 0 �4 0 It I U) ­� ��, U 0 I r_; r-4 Q � UU � >--I �4 a: Q' ,_q �iF4 -*� 0 0 54 W E Y) C � Z O ,-e; M C7 � m � 0 ,��---� U0 � W � i --r �24 .3:0) U) , W W � i. -I n �', � 0 ,_� �:X Z m Q U 0 I: 0 F-1 C) U) DATE: 12%16%2019 j SCALE: - N/A DESIGNED BY: KDP FILE NO, 2760B SHEET 14 OF '14 9-24