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HomeMy WebLinkAbout02-19 Design PlanS. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall obtain a with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected PROPOSED GAS LINE Cover Sheet Land Disturbance Permit from the County Engineers office. The Contractor, Developer or his agent shall be responsible for obtaining a VICINITY MAP 3 Proffered GDP and Project Development Plan 1 P Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of the construction site as GENERAL NOTES VDOT GENERAL NOTES Development Aggregate Tabulation Sheet required by law. They shall also be responsible for obtaining and maintaining on site a Stonnwater Pollution Prevention Plan (SWPPP). V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 1. GreenwayEngineering, Inc. (GE) issued this Ian set based onproject criteria dictated b the client and municipal codes. This plan set g' g, ) P Y P Vt. 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 VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover PROPOSED EASEMENT UNE SCALE: 1" = 2000' Sediment Control Handbook. and when possible shall be installed under roadway drainage facilities at conflict points. 11 Land Use Plan is not considered complete or appropriate for construction until ALL necessary agencies have given approval AND this plan set is Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the EXISTING INTERMEDIATE CONTOUR �-330 Land Use Plan Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these plans. They shall also course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that 477 signed and sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or construction prior to Standards or Specifications and Regulations, the most stringent shall govern. EXISTING INDEX CONTOUR 330 220 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 V13. All RII areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to FLOW LINE 203 approvals and licensed/professional sealing will be performed at the risk of the personnel authorizing work. GE shall be held harmless from and costs, time delay and/or material changes incurred on work started before this plan set receives approvals and seals. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration Virginia Occupational Safety & Health (VOSH) Rules and Regulations. PROPOSED CONTOUR 400 !ft] �. ��rr� EXISTING UTILITY POLEIGUIDE WIRE m 2. Methods and materials used in the construction of the improvements herein shall conform to current County Construction Standards (OSHA), and 260 streetsway. 12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction �, `UA oar pipe plans purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. project within or contiguous to the existing right-of-way. V14. All roadway NII, base, subgrede material, and backfill in utility/storm sewer trenches shall be compacted in accordance with and Specifications and/or current VDOT Standards and Specifics tions. pV3. When working within VDOT rightof-way, all traffic control, whether permanent or temporary, shall be in accordance with the EXISTING EDGE OF PAVEMENT the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. x a 112 Devices (MUTCO). Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. 3. The Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, current edition of VDOT's Work Area Protection Manual. A transportation management plan needs to be submitted for PROPOSED EDGE OF PAVEMENT `,& 0 • 6 W ro 8 6 sequences or procedures nor for safe precautions and programs in connection with work shown on these plans. The Engineer is not q p safety p p p a approval and land use permit issued prior any execution of work within the VDOT right of way. EXISTING CURB AND GUTTER 520 tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the installation. V17. The installation of any entrances and mailboxes within any dedicated street right -cif -way shall meet VDOT minimum design N y N c 160 responsible for the contractors failure to carry out the work. The Engineer is not responsible for acts of omissions of the including traffic 6 527 ,� ! _ z� 60 000 S F Owner/Developer, which ever applicable, prior to contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. it agents r inspection/testing to insure construction Vd The developer shall et responsible for relocating, at his expense, any and all utilities, signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It is the sole responsibility of the developer to PROPOSED CURB AND GUTTER 122 ~ • ' .r 896 tj .� b N 820 4. The Contractor, Owner or Developer shall he responsible for securing any third party service compliance with these and specifications. It is Greenway Engineering's recommendation that a third parry inspectionttesting locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of TRANSITION TO REVERSE CURB 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 .r / Z •� �.o e 0 U plans service be employed to ensure that project is completed and materials installed meet the details and specifications in these plans. these plans does not indemnify the developer from this responsibility. EXISTING TELEPHONE LINE 636 ^+,e t W 's `a •�01.• •'^... °SO' 5. The location of existingutilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify g tY fY The be for V5. Design features relating D field construction, regulations, and control result re may s subject to change as safety of field deemed by VDOT. Any incurred as a result of any Neld revision shall be the responsibility of PROPOSED TELEPHONE LINE 4�ry O 334 260 the exact horizontal and vertical location of all existing utilities as needed prior to construction. contractor shall responsible necessary additional expense 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the developer in accordance with the Manual On Uniform Traffic Control Devices. PROPOSED USE: RESIDENTIAL PLANNED COMMUNITY 21 21 14 14 the digging of all test holes that may be required, whether recommended or not by these plans, to determine the exact location and the developer. EXISTING STORM SEWER _519 144 1,545 IQ F _TOTAL"NEW TRIPS" elevation of existing utilities. If any conflicts arising from this existing utility verification or if during the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area and immediately notify Greenway Engineering V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the developer the of the contractor (s), various County agencies, utility companies and VDOT PROPOSED STORM SEWER 1,167 T)`� •' •�: Q 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 Land Development Office with a list a all material sources prier to the start of V79. The developer shall provide the es for Copies r materials utilized within any dedicated street right-of-way must be provided to the all invoices foopment VEHICLES PER DAY COUNT 100 TOTAL SITE AREA : 364.73 ACRES at (540) 8624165 and/or the proper authority. Greenway Engineering or any engineer associated with these plans shall not be engineer and/or with attendance prior to initiation of work. EXISTING SANITARY SEWER �• v „ ''•3' ^r I Z responsible or liable for any construction cost that may be associated with the installation or reinstallation any utility or other local VDOT Land Development Office prior to acceptance of the work. Unit and total pricess may be obscured. PROPOSED BUILDING ENTRANCE improvements if not notified of any discrepancies between actual field conditions and the approved plan. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined inspection. PROPOSED SANITARY SEWER •" U• W 6. The approval of these plans in noway relieve the developer, the contractor, or their agents of any legal responsibility which may be length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested EXISTING ELECTRIC SERVICE . a• qc . 11.�.... S W that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for horning these plans required by the code of Virginia or any other ordinance enacted by the County nor does it guarantee the issuance of any required for any traffic control plan that impacts a VDOT V8. The contractor shall notify the Traffic Operations Center at (alio i e :F•. • . A aor:r. r o 7. permit by the County, VDOT or any other Agency. An approved set of plans and all applicable permits must he available at the construction site at all times during construction. A of the maintained Interstate or Primary roadway to provide notification of the installation and removal of the work zone. PROPOSED ELECTRIC SERVICE determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and SHEET INDEX representative of the developer must be available at all times. V9 The contractor shall be res onsible for maintaininga VDOT permitted temporary construction entrance(s) in accordance EXISTING GAS LINE 21. All utilities to be located underground. S. Prior to the initiation of any land disturbing activities the Developer, the Contractor or the Responsible Land Disturber shall obtain a with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected PROPOSED GAS LINE Cover Sheet Land Disturbance Permit from the County Engineers office. The Contractor, Developer or his agent shall be responsible for obtaining a by this project shall be maintained through construction. 3 Proffered GDP and Project Development Plan 1 P Virginia Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of the construction site as Overall Site Environmental Features PROPERTY LINE Development Aggregate Tabulation Sheet required by law. They shall also be responsible for obtaining and maintaining on site a Stonnwater Pollution Prevention Plan (SWPPP). V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING EASEMENT LINE Road Classification & Required Landscaping Plan The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover PROPOSED EASEMENT UNE Land Use Plan Sediment Control Handbook. and when possible shall be installed under roadway drainage facilities at conflict points. 11 Land Use Plan of Environmental Department Virginia e it De 9. The Developer or his agent shall be responsible for obtaining any required permits from the V g p V72. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, roves, etc.) encountered during the CENTERLINE Land Use Plan Quality (DEQ) or the United States Army Corp of Engineers for any plan wetland disturbance as shown on these plans. They shall also course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that 477 w be responsible the identification and delineation of any wetlands that may be present on the construction site. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING TREE LINE 220 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 V13. All RII areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to FLOW LINE 203 are maintained in a clean, mud and dust free condition at all times. placement of fill. A VDOT representative shall be present to insure the soil sample(s) obtained for CBR's is representative for the samples shall be clearly identified of the location. When soil samples are submitted to private laboratoriesesting FENCELINE 278 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick accepted by VDOT and that testing shall be performed in accordance with all s and labeled as belonging to a project hat EXISTING UTILITY POLEIGUIDE WIRE m County prior to any construction activities within existing State d re applicable VDOT standards and procedures. 215 260 streetsway. 12. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction _ 11 EXISTING TELEPHONE PEDESTAL ❑ pipe plans purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. project within or contiguous to the existing right-of-way. V14. All roadway NII, base, subgrede material, and backfill in utility/storm sewer trenches shall be compacted in accordance with I T EXISTING WATERLINE W1 TEE FT's I 41 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and Federal Manual on Uniform Traffic Control the lift thicknesses, density and moisture requirements as specified in the current VDOT Road and Bridge Specifications. 135 112 Devices (MUTCO). Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. PROPOSED WATERLINE W1 TEE �7 F"7 Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall he responsible for field 14 Th t I fi f II d rails and aved ditches will be determined by VDOT personnel "A joint Inspection will be held with the PARKING INDICATOR `,& 0 • 6 Sheet Number Sheet Title 1 Cover Sheet 2 Overall Boundary and Adjoiner Properties 3 Proffered GDP and Project Development Plan 1 P 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 n provided at the construction site. otherwise unsuitable foundation is encountered the foundation design si9 and/or need for foundation stabilization shall be UL. tletsrmmed b the en ineer and a roved b VDOT.'n accordance with state law. Y 9 PP Yices shown on this lora will be rotected I'o of all known revesites. Graves These tans identi the locate n P P31 9 P fYIn the event grevesites 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.FREDERICK WATER CONSTRUCTION NOTES 1. Frederick Waters Water and Sewer Standards and Specifications are available at www fredenckwater.com 2. The contractor shall adhere to Frederick Wafer's standards and specifications in effect at the time of construction. PROFESSIONAL SEAL & SIGNATURE 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall conned a new sewer line to an existing manhole by core drilling the manhole. THESE PLANS ARE IN CONFORMANCE WITH THE COUNTY FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. PLANS SHALL BE APPROVED BY THE DIRECTOR OF PLANNING AND COUNTY ADMINISTRATOR e exac oca on o guar p - Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and VIS. VDOT Standard CD and UD underdrams, shall be installed where indicated on these plans and/or ass specified b VDOT. P Y EXISTING FIRE HYDRANTNALVEIMETER PROJECT INFORMATION Project Number: 2760B �y Cpm OWNERS CERTIFICATE AM PEAK HOUR PM PEAK HOUR The foregoing Site Plan of the land of BROOKFIELD STEPHENSON VILLAGE, LLC PERCENTAGE _ CODE where guard rail and/or paved ditches will be needed. The developer be responsible for providing guardrail and paved ditches as g p p p p g g P V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans e.s OUT 5 0 U ell ADT OF TOTAL 210 SINGLE FAMILY DETACHED 858 UNITS determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each PROPOSED REDUCER 1 477 w 4 m 220 w�r� 480 UNITS 39 203 242 15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment. size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All installations on the not identified as storm sewer pipe shall be considered as culvert pipe for inspection 278 SITE LOCATION: FREDERICK COUNTY ai 230 m 780 UNITS 44 215 260 225 _ 11 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only. pipe plans purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. SIGNS PARCEL IDENTIFICATION NO.: 44-A-293. 44 -A -292A, 444A 31B ELDERLY HOUSING -DETACH 41 49 86 135 112 63 O 2,124 Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall he responsible for field 253 PARKING INDICATOR 144 UNITS 6 > �` 10 8 6 14 501 520 tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the installation. V17. The installation of any entrances and mailboxes within any dedicated street right -cif -way shall meet VDOT minimum design 12 f 160 2 4 6 527 710 z� 60 000 S F Owner/Developer, which ever applicable, prior to standards and is the responsibility of the developer. INDICATES THE NUMBER OF TYPICAL PARKING SPACES COMMUNITY DISTRICT 122 147 896 0 820 E 1900005E 143 91 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 460 499 959 10,299 0 U _TOTAL TRIPB 636 1,138 n provided at the construction site. otherwise unsuitable foundation is encountered the foundation design si9 and/or need for foundation stabilization shall be UL. tletsrmmed b the en ineer and a roved b VDOT.'n accordance with state law. Y 9 PP Yices shown on this lora will be rotected I'o of all known revesites. Graves These tans identi the locate n P P31 9 P fYIn the event grevesites 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.FREDERICK WATER CONSTRUCTION NOTES 1. Frederick Waters Water and Sewer Standards and Specifications are available at www fredenckwater.com 2. The contractor shall adhere to Frederick Wafer's standards and specifications in effect at the time of construction. PROFESSIONAL SEAL & SIGNATURE 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall conned a new sewer line to an existing manhole by core drilling the manhole. THESE PLANS ARE IN CONFORMANCE WITH THE COUNTY FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. PLANS SHALL BE APPROVED BY THE DIRECTOR OF PLANNING AND COUNTY ADMINISTRATOR e exac oca on o guar p - Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOT) to determine if and VIS. VDOT Standard CD and UD underdrams, shall be installed where indicated on these plans and/or ass specified b VDOT. P Y EXISTING FIRE HYDRANTNALVEIMETER PROJECT INFORMATION Project Number: 2760B � 0 � OWNERS CERTIFICATE AM PEAK HOUR PM PEAK HOUR The foregoing Site Plan of the land of BROOKFIELD STEPHENSON VILLAGE, LLC PERCENTAGE _ CODE where guard rail and/or paved ditches will be needed. The developer be responsible for providing guardrail and paved ditches as g p p p p g g P V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans PROPOSED FIRE HYDRANTNALVEIMETER ( m OUT 5 0 U TOTAL ADT OF TOTAL 210 SINGLE FAMILY DETACHED 858 UNITS determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. as storm sewer pipe and a select number of pipe culverts. For pipe culverts, a minimum of one pipe installation for each PROPOSED REDUCER 1 477 W 4 m 220 APARTMENT 480 UNITS 39 203 242 15. All unsuitable material shall be removed from the construction limits of the site plan before placing embankment. size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All installations on the not identified as storm sewer pipe shall be considered as culvert pipe for inspection 278 SITE LOCATION: FREDERICK COUNTY ai 230 U' 780 UNITS 44 215 260 225 _ 11 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 and are for preliminary design only. pipe plans purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. SIGNS PARCEL IDENTIFICATION NO.: 44-A-293. 44 -A -292A, 444A 31B ELDERLY HOUSING -DETACH 41 49 86 135 112 63 175 2,124 Final pavement design shall be based upon actual field tested CBR values. The Contractor or Developer shall he responsible for field 253 PARKING INDICATOR 144 UNITS 6 > �` 10 8 6 14 501 520 tests per VDOT standards to obtain actual CBR values for final design. Final pavement designs will be approved by VDOT and/or the installation. V17. The installation of any entrances and mailboxes within any dedicated street right -cif -way shall meet VDOT minimum design 12 CURRENT ZONING : R4, RESIDENTIAL PLANNED 160 2 4 6 527 710 OFFICE 60 000 S F Owner/Developer, which ever applicable, prior to standards and is the responsibility of the developer. INDICATES THE NUMBER OF TYPICAL PARKING SPACES COMMUNITY DISTRICT 122 147 896 820 _ RETAIL 1900005E 143 91 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 460 499 959 10,299 0 U _TOTAL TRIPB 636 1,138 1,774 7,495 conform to VDOT standard SB -1. V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the HANDICAP PARKING (�, CURRENT USE: RESIDENTIAL/UNDEVELOPED TOTALIfffERNAL1 334 260 280 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to the developer in accordance with the Manual On Uniform Traffic Control Devices. PROPOSED USE: RESIDENTIAL PLANNED COMMUNITY TOTAL PAS§ -B Y 21 21 14 14 - 39 69 75_ _519 144 1,545 4% _TOTAL"NEW TRIPS" 448 957. _, 1,405 1,167 829 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 Land Development Office with a list a all material sources prier to the start of V79. The developer shall provide the es for Copies r materials utilized within any dedicated street right-of-way must be provided to the all invoices foopment VEHICLES PER DAY COUNT 100 TOTAL SITE AREA : 364.73 ACRES W 0'construction. 11 N should also he obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. local VDOT Land Development Office prior to acceptance of the work. Unit and total pricess may be obscured. PROPOSED BUILDING ENTRANCE E"05 20. The Developer and/or Contractor shall be responsible to supply all utility companies with copies of the approved plans and advise them A that all grading shall conform to the approved plans, and further that the utility companies shall be responsible for horning these plans V20. Aggregate base and subbase materials shall be placed on subgrede by means of a mechanical spreader. Density will be o and the finished grades in the installation of their utility lines. determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and 1 21. All utilities to be located underground. V7M-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to PROPOSED SANITARY LATERAL CLEANOUT 22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) 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. working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. SANITARY MANHOLE IDENTIFIER 12 23. The developer will be responsible for the relocation of an utilities which is required as a result of his project. The relocation should be p Y P V21. Asphalt concrete pavements shall be placed in accordance with Section 315 Road and Bridge Specifications. done prior to construction. tithe 15 an Density shall be determined using the density control strip as specified in Section 315 and VTM-76.ly certified compaction 24. All parking lot/street light and dry utility design shall be performed and provided separately by others. All dry utility and or lighting technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT dally, unless specific STORM DRAIN STRUCTURE IDENTIFIER 6 O information shown hereon is as specified by others and is Included for informational purposes only, as directed by the Owner, otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and Developer and/or public agency requirements. Greenway Engineering has not performed the lighting and/or dry utility design and does testing of the control strip. T35A EXISTING SPOT ELEVATION )( not warrant and is not responsible for the degree and/or adequacy of illumination on this project or the adequacy of the dry utility to V22. accordance with Section the foundations for pipe culverts thirty-six (36) inches and larger shall be explored 35$ service the site. the foundation. The contractor shall report the excavation to determine the type and condition the below the bottom nation a PROPOSED SPOT ELEVATION X 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with the current standards ands specifications P l foundation exploration the engineer and for approval prior to placing pipe. Foundation designs shall findings ti of Frederick Water. a ere s comply with VDOT Road and Bridge Standard PB -1. Where sok, yielding, or otherwise unsuitable foundation is it A Y 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or manhole locations as shown hereon. Detail encountered, the foundation design antllor need for foundation stabilization shall be determined by the engineer and LIGHT POLE design of stormwater structures were not provided to Greenway Engineering. Actual pipe alignments will be based upon developed approved by VDOT. structural shop drawings as provided by the manufacturer. Contractor shall make adjustments to pipe alignments base on provided V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's shop drawings. Greenway Engineering will not be held responsible or liable for any discrepancies or changes caused by the structural installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. design. Contractor may submit shop drawings to Greenway Engineering for review and approval at contractors 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 V24. Approval of these plans shall expire five (5) years from the date of the approval letter. SEAL structural shop drawing design. 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. 40 a H ASTM -D898, 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. V26. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole W �-•1 P4 TRIP GENERATION DATA 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all earthwork activities. logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. opt" rh E-� realer in height shall require the issuance of a separate building permit. 29. Any retaining wall 2 R or g 9P 9 P 30. Construction debris shall he containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be I I its VDOT Road and Bridge Standard PB -1. Contra to the Standard where rock is Foundation designs shall comply w g Contrary encountered and cast -in-place box is proposed, the thickness of bedding shall he six (6) inches. Where sok, yielding, or l / r I :�1j Z ,--I .�-. �' REZONING TIA BY PHR8u4 -02107/2003 n provided at the construction site. otherwise unsuitable foundation is encountered the foundation design si9 and/or need for foundation stabilization shall be UL. tletsrmmed b the en ineer and a roved b VDOT.'n accordance with state law. Y 9 PP Yices shown on this lora will be rotected I'o of all known revesites. Graves These tans identi the locate n P P31 9 P fYIn the event grevesites 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.FREDERICK WATER CONSTRUCTION NOTES 1. Frederick Waters Water and Sewer Standards and Specifications are available at www fredenckwater.com 2. The contractor shall adhere to Frederick Wafer's standards and specifications in effect at the time of construction. PROFESSIONAL SEAL & SIGNATURE 3. The contractor shall coordinate with and arrange for inspection by Frederick Water. 4. The contractor shall conned a new sewer line to an existing manhole by core drilling the manhole. THESE PLANS ARE IN CONFORMANCE WITH THE COUNTY FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. PLANS SHALL BE APPROVED BY THE DIRECTOR OF PLANNING AND COUNTY ADMINISTRATOR w �Zz E" x m MU) wC) r�CLz E_o P4 Z owr..�� WP. O � Ela W O W Z 0� z in W x o PHASE 3 STEPHENSON VILLAGE TRIP GENERATION SUMMARY Project Name:E'+ SNOWDEN BRIDGE Project Number: 2760B � 0 � OWNERS CERTIFICATE AM PEAK HOUR PM PEAK HOUR The foregoing Site Plan of the land of BROOKFIELD STEPHENSON VILLAGE, LLC PERCENTAGE _ CODE LAND USE AMOUNT IN OUT TOTAL IN OUT TOTAL ADT OF TOTAL 210 SINGLE FAMILY DETACHED 858 UNITS 159 458 610 477 268 745 8,580 220 APARTMENT 480 UNITS 39 203 242 187 92 278 3,011 230 TOWNHOUSEICONDO 780 UNITS 44 215 260 225 _ 11 336 6,786 251 ELDERLY HOUSING -DETACH 531 UNITE 49 86 135 112 63 175 2,124 253 ELDERLY HOUSING -ATTACH 144 UNITS 6 4 10 8 6 14 501 520 ELEMENTARY SCHOOL 550 STUDENTS 94 65 160 2 4 6 527 710 OFFICE 60 000 S F 109 15 124 25 122 147 896 820 _ RETAIL 1900005E 143 91 234 460 499 959 10,299 _ _TOTAL TRIPB 636 1,138 1,774 7,495 1,184 2,859 _ 32,726 100% TOTALIfffERNAL1 334 260 280 6,003 20 96 TOTAL PAS§ -B Y 21 21 14 14 - 39 69 75_ _519 144 1,545 4% _TOTAL"NEW TRIPS" 448 957. _, 1,405 1,167 829 1,996 25,178_,- 7S% w �Zz E" x m MU) wC) r�CLz E_o P4 Z owr..�� WP. O � Ela W O W Z 0� z in W x o 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 Waters maintenance division shall furnish and install all water meters through 2 inch in size. It is the contractors 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. Is. 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: I. all 518"x314", 314", 1", 1 %" and 2" water services ii. all sewer services. Is. The owner/developer shall: I. coordinate (or have the contractor coordinate) the location of the service lateral with Frederick Waters engineering assistant ii. submit an Application for Service and pay the required fees. 9. All wafer service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 101S or 1013. 10. All fire lines must have a backflow 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 wafer meter and its backflow prevention device, and/or its Is. 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 Project Name:E'+ SNOWDEN BRIDGE Project Number: 2760B � 0 � OWNERS CERTIFICATE r FIRE MARSHALS NOTE Magisterial District: STONEWALL MAGISTERIAL DISTRICT Date of Plan: 8/21/2019 The foregoing Site Plan of the land of BROOKFIELD STEPHENSON VILLAGE, LLC 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. Owner: Brookfield Stephenson Village, LLC Address, Including Zip Code te Telephone No. 3201 Jermantown Road, Suite 150 Fairfax, VA 22031 571.5814791 UTILITY CONTACTS is with the free consent and in accordance with the desires of the undersigned owerpes and trustees if any. p A'T mwn BROOKFIELD STEPHENSON VILLAGE, LLC 3201 JerantoRoad Suite 150 Fairfax, VA 22037 (571) 581-4791 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) 869-1117 Virginia Utility Protection Service 100552-7001 Developer: Brookfield Stephenson Village, LLC Address, Including Zip Code Telephone No. 3201 Jermantown Road, Suite 150 Fairfax, VA 22031 571-681.4791 Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zlp Code 8 Telephone No. 151 Windy Hill Lane Winchester, VA 22602 540 662-4185 DATE: 8/21/2019 APPROVAL SCALE: N/A 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. FREDERICK COUNTY DIRECTOR OF PLANNING & DEVELOPMENT DATE FREDERICK COUNTY ADMINISTRATOR DATE FREDERICK WATER PROJECT INFORMATION DESIGNED BY. ISP Calculation of demandldischaMe WATER AND SANITARY SEWER USAGE WATER DEMAND 'Residential: 300 goal per connection 'Commercial: 75 gpd per 1,000 sf WATER DEMAND 369.900 GPD *Industrial: 26 Spit @ 10 persons per acre SANITARY SEWER DISCHARGE 369,900 GPD SEWER DISCHARGE sewer discharge equals water demand FILE NO. 2760B SHEET 1 OF 14 19-24 T.M. 44-A-13&4 ZONE: RA NOT. O'ROARK & LAURA W. O'RO4RK ARLES 380 OLDLD CHARLES \ TOWN RD. STEPHENSON, ✓A 22656 T.M. 44-A-29 ZONE., RA JUDITH McCANN SLAUGHTER 562 MILBURN RD. WINCHESTER, VA 22603 T.M. 44-A-31 ZONE.R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 4 I T.M. 44-A-292 ZONE R4 FREDERICK COUNTY VIRGINIA, FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, VA 22601 B \ 141-9 UO BBB DOUBT 2 SNOWDEN BRIDGE SECTION FOUR INST./ 120006090 8 ° 0> BO d SNOWDEN BRIDGE SEC77ON 54 INST./ 130004699 SNOWDEN BRIDGE SECTION ONE INST# 070006358 SNOWDEN BRIDGE \ SECTION TWO INST./ 1170000/9016 N V \ 9 yW . R ° d ys R ' /iyS7�T>pN g>�>Op O ��'• v J" (� J T.M. 44-A-3IA ZONE., R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 rev mmum ems, TmN NO KEY TO ADJOINING amilmm OYNER PROPERTY ZONE SIRE OWNERS APPRESS Q T.L 44-A-208 ACTRESS I. GOLLER NA RESIDENTIAL 778 012 CHARLES TOWN RD. STEPHENSON, VA 22858 B T.Y. 44-A-209 RODNET L AFFIRM & DONNA Y. AFn= EA RESIDENTIAL 786 00 CHARLES TOWN RD. STEPHENSON, VA 22868 c TIL 44-A-210 W1111111 C. JONES, JR. & BRENDA L JONES EA RESIDENTIAL 998 OLD CHARLES TORN W. STEPHENSON, VA 22656 o T.M. 44-A-211 RICHARD R ENUPP & BONNIE A XNNPP RA xIaiw"IA PO BOX 97 STEPHENSON, VA 22658 O T.M. 44-A-212 JACK L. HAYES RA RESIDENTIAL 490 SIX JOHNS ROAD, CLEAR BROOK VA U624 r T.Y. 44-A-218 .MAH GAR COLE RA RESIDENTIAL P.O. BOX 2872, WINCHESTER, VA 22804 o T.M. 44-A-219 MICHAEL NELSON RA RESIDENTIAL 784 JORDAN SPRINGS RD. MUBENSON, VA 22658 Ox TJL 44-A-220 STEPHEN A SCANLAN RA RESIDENTIAL 794 JORDAN SMMGS M. STEPHENSON. VA 22656 Qi T.L 4hA-221 GEORGE 0. TRAVERS RA RESIDENTIAL 804 JORDAN SPRINGS 0 STEPHENSON. VA 22658 IBDO' T.Y. 44-A-222 ROGER A &MARY S. McGAFFICK, TR RA RESIDENTIAL 818 JORDAN SPRINGS RD. STEPHENSON, VA MN Qv TX 4 A-229 DONALD L MI BURN & mLBERLY M. MHBUM4 RA RESIDENTIAL RN JORDAN SPNRJGS RD. STEPHENSON. VA 22866 L T.M. 44-A-224 YITCIMLL B. SMITH RA RES RINTML $36 JORDAN SPRINGS RD. STEPHENSON, VA 22858 v T.M. 44-A-225 STEVE A. LINK & DENNIS W. LINK RA RESIDENTIAL PO BOX 298 STEPHENSON. VA 22868 Q TA. 44-A-228 JAMES R. LEITH, JR. & JESSICA N. LETTR RA RESIDENTIAL 868 JORDAN SPRINGS RD. STEPHENSON. VA 22888 0 TJL 44-A-228 RONALD T. JENKRJS & MARY A JENKDJS RA RESIDENTIAL 868 JORDAN SPRINGS RD. STEPHENSON, VA 22556 © T.M. 44-A-291 DONALD L ESTEP & HIDEN L ESTEP RA U1mmE0VED PO BOX 88 STEPHENSON, VA 22858 Q TJL 44-A-29IB DAVID R. DEHAVEN RA UNBMEOVED 906 JORDAN SPRINGS RD. STEPHENSON, VA U856 a T.L U -A-292 9TEPFffiI R AEPNER HOLLY D. HEPHER RA RESIDENTIAL 918 JORDAN SPRINGS N0. STEPHENSON, VA 22868 QQ T.M. 44-A-293 STEPHEN K HEPNER RA UYIl@ROVED 918 JORDAN SPRINGS RD. STEPHENSON. VA 22858 Q T.Y. 44-A-294 ROBBIE L PEARSON RA VMOAPROVED 982 JORDAN 9PRDJo RD. STEPHRNSON, VA 22856 u T.Y. 44-A-296 ROBBIE Y. PEARSON AA -------- 982 JORDAN SPRINGS RD. STEPHENSON. VA 22856 Q T.M. 44-A-296 WHAJAII RANDALL MORRISON NA NESmENT1AL 296 TDINER LAKES LANK CLEAR BROOK VA 22824 " x T.M. 44-A-298 T.Y. 44-A-297 WILLIAM G. MMR N LffiI'DE L k m0N R 80BM M & L &DAVID B. 9DYSRA RA UNBAPROVED Um1�ROV® 1090 JORDAN SPRINGS ROAD, STEPHENSON, VA 22866 1988 FAMFAX PBIE WIiTfE POST, VA 22889 Q T.M. 44-A-286 EDDIE R. ROBERTS, JR. RA RESIDENTIAL 1005 JORDAN SPRINGS IID. STEPHENSON. VA 22858 Q 4A Q Tit T.M. 44-A-287 TAL 44 -A -EBB EDDIE R. ROBERTS• JR EDDIE R. ROBERTS. JR. WRJJAII G. IIEIER N & EATIZ YEIEIi RA RA RA RESIDENTIAL UNWROVED U11111PROVED 1005 JORDAN SPRINGS RD. SI'EPHENSON, VA 22658 1005 JORDAN SPRINGS RD. STEPHENSON, VA 22656 IBM JORDAN SPRINGS ROAD. STEPBENSON. VA 22866 '® Ty 44_9_289 WDJJAM G. MMR m & WILLIAM G. YEEi N RA RESTREIrm PO BOX 88, STEPHENSON. VA 22656 m T.Y. 44-A-291 BEVERLY B. WEBS RA RESIDENTIAL P.O. BOX 189, SANMBI., FL 99957 O n LjI O y Wh ttq �Y O RESIDUE OF T.M. 44-A-293 / BROKFIELD STEPHENSON VILLAGE, L.L.C. INST. INST. / 040021293 & INST./ 110007387 ZONE.• R4, USE..- VACANT 62.83 AC. gm Y \ 43. T.M. 44-A-2928 Wye NOWD£ > ZONE: R4 RO BRIDE , FREDERICK COUNTY VIRGINIA, SECTION SO FREDERICK COUNTY SCHOOL BOARD INST./ 107 N. KENT STREET 150001464 .a6 WINCHESTER, VA 22601 s, 'w O NY R03�� a S. SNOWDEN 4 6L SBORDEN BRIDGE SECTION E5A SECTION 5B� INST./ i, INS140003651 130004699 ' SNOWDEN BRIDGE G„ q S SECTION 10 INST/ 160,008,650 41dt6 �' - BR � SNOWDEN � o�,�j SECTION 7A \\SNOWDEN vL.Qye� INST./ _ - \ BRINN Al 140003652 SE INST/ ` 150012136 NORTXUyBTy. D DSSa - - - - - - -1 '� SNOWDEN BRIDGE SECTION 8 INST/ 160006094 FARMMOOSS COURr SNOWDfN 6 gt BRIDGE -J SECTION 7A -. wsr./ w 140003652 1 SNOWDEN SEC770NB�3A_ _ ry b INST/ 180007754 p=� DBIv� SNOWDEN BRIDGE SECTION 14A INST/ 18=71561 O lrJ i V i ----------- 1071 -rte / \ 1 2VT / SNOWDEN BRIDE SECT70N 134 / INST./ 190006473 SNOWDEN BRIDGE SECTION 9 b^ % INST./ 170004851 SNOWDEN BRIDGE BEARING DIST SECTION 149 INST./ is00072si 3^ s T.M. 44 -A -292A ZONE.' R4 BROOKFIELD STEPHENSON VILLAGE, LLC /fit F 3201 JERMANTOWN ROAD SULTS FAIRFAX, VA 2 22030 35.12 AC. T.M. 44 -A -31B J J v ZONE.' R4 L4 BROOKFIELD STEPHENSON VILLAGE, LLC 3201 ✓ERMANTOWN ROAD SUITE 150 FAIRFAX, VA 22030 e\ 18.75 AC TM. 44 -A -3)A ZONE.• R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 K.9) SNOWDEN I54I BRIDGE tJ sfcnoN 11 INST./ ' e=,i 18000325-1- SNOWDEN BRIDGE SECTION /2 INST./ 18000327 O O / RESIDUE OF T.M. 44-A-293 BROOKFIELD STEPHENSON VILLAGE L.L.C. 4x3, INST. INST. / 04021293 & ay se INST./ 11007387 ZONE: R4, USE. VACANT 62.83 AC. \ 4r fie' ^ \� 0ryry ry ' T.M. 44 -A -294A ZONE.' R4/82 TONNE WALLACE AITKEN 315 POORHOUSE RD. WINCHESTER, VA 22603 LINE BEARING DIST LI N 83'11'00" W 9130' L2 S 08'35'41" W 2508' L3 $ 13'10'01° W Dow L4 N lb'45SW W 19.0' L5 N 131001" E 3458' Lb N 08'35'41' E 25.8' Ll N 13110101" E 85 L8 IN 11'4433" E 25.8' L9 N 16'49'53' W 900' 1-10 N 131001" E 56im LII N 19'.'0T E 91.44' 02 N 2144'33' E 150AW LB N 08'35'41" E 25.8' LI4 N 13 1001' E 1500 L15 N 11'44133" E 2508' L16 N 08'3541" E 25.8' 1-11 N 131001" E 1031' LIB 6 26'06'al" W 91.11' LIS IN 63'53'23" W IBDO' L20 N 63'53'23'W Holm L21 6 26'06'31" W b30 L22 N 63'53123" W 95.00' L23 N 26'06'31" E 23DO L24 N 6333'23" W 14850' 1-25 5 26'0631' W 98.18' L26 N 33'34'15" IF II139' L21 8 41'41'53" E 33.8' LIS 8 32'5231" E 20135' L29 8 28'52'50° E 164.95' L30 8 06'2831" W 1131' L35 8 21'30'38" W 139.11' 1-36 6 3515'01"o) 16125' L31 S 46'1438" W 13082' LBO N 36'3678'IE 98.99' L39 N 25'46'33" W 140.6 L40 S 08'5175" W 4964 N LINE BEARING DIST L41 5 48'38'44" E 10010' L42 6 28'59'22' W 103' L43 6 41'5044" E 9821' L44 6 43'26'54" W 19J5' L45 6 41'08'06" E 100 L;W 6 41'05'51" E 10024 L41 6 43'26'21" W 4.45' LAB 8 49'08'33" E 100.0' L49 8 49'08'55" E 9919' a S 49'02'24" E 91b4'5 49'38'21" E WAS. W N 45'18'31" E DIAS' 8 34'05'06" E 16264' LuV 8 30'0405" E 103.13' I S 30'33'51" E 103AT 6 08'51'25" W 5308S U 32'48'56" E 11903' 8 29'45'26' W 13m, 6 29'1359' E 18253' 6 10'30'50'E 140DO L61 IN 55'51'44' E 61,62' L62 N 15'51'21" W 169.53' L63 8 43'41SW W 360 1-64 S 29'38'23" W 105.94' L65 N 69'5324" W WILES' L66 6 80'15'51' W 159.90' L61 5 54'3376" W 1831' Lb8 8 35'22'51' W 10169' L69 N 54'31'09" W 16.93' 1-10 8 35'22'51" W 12050' 1-L1 N6540" W 3130' 90 alRA RADIUS IAIPZ LENGTH ICHOM LENGTH CHORD BEARING CI 40.0' 6283' 5651' N 31'd9'S3" W C2 40.0' 6223' 1511,511 N 58'10'0l" E L5 IS50m. BA8' 5A8' S 08109'01" W C6 1410901 110.901 Ilacm, N 20'46'47 E (D "Y L, KEPLER c. No. 32809 -" O E '1%Gp "yZ�'v g� 1gO Q 1 I' jUi N v oO2�ZL O `` I�4 Z co 'J GD -- 0 �_ Z � Ems-' T M. 45-9-3-1 Q m W O a z 00 ZONE: RAd' M U) W THOMAS KREER & CR/S KREER E-� 1081 JORDAN SPRINGS RD. Q Z W U) OU ',�" P 6y'T L� STEPHENSON, VA 22656 Zxi W P, E+ a a sss• ^9 � --_ d � � � � Q T.M.ZONE9- -2 z OW W C*y DARLA L ROBERTS & O Z a PT -i '7 JULIA W. FIELDING 163 MONASTERY RIDGE RD. O STEPHENSON, VA 22656 a O U) W 9y8yy� > T.M. 94 II ZONE R4182 TOME WALLACELACE AITKEN 315 POORHOUSE RD. WINCHESTER, VA 22603 I" = 2510' DATE: 8/21/2019 SCALE: 1" = 250' DESIGNED BY: KDP FD.E NO. 27608 SHEET 2 OF 14 ISR": w` �5 CS Z q 0 W Z �E a BBBB� Its �I .s b o r W �SJN &� O a �F P, d W LuV �q 0 "Y L, KEPLER c. No. 32809 -" O E '1%Gp "yZ�'v g� 1gO Q 1 I' jUi N v oO2�ZL O `` I�4 Z co 'J GD -- 0 �_ Z � Ems-' T M. 45-9-3-1 Q m W O a z 00 ZONE: RAd' M U) W THOMAS KREER & CR/S KREER E-� 1081 JORDAN SPRINGS RD. Q Z W U) OU ',�" P 6y'T L� STEPHENSON, VA 22656 Zxi W P, E+ a a sss• ^9 � --_ d � � � � Q T.M.ZONE9- -2 z OW W C*y DARLA L ROBERTS & O Z a PT -i '7 JULIA W. FIELDING 163 MONASTERY RIDGE RD. O STEPHENSON, VA 22656 a O U) W 9y8yy� > T.M. 94 II ZONE R4182 TOME WALLACELACE AITKEN 315 POORHOUSE RD. WINCHESTER, VA 22603 I" = 2510' DATE: 8/21/2019 SCALE: 1" = 250' DESIGNED BY: KDP FD.E NO. 27608 SHEET 2 OF 14 ISR": w` �5 q 0 z� 5 O P, d �q 0 U Ec m Q "Y L, KEPLER c. No. 32809 -" O E '1%Gp "yZ�'v g� 1gO Q 1 I' jUi N v oO2�ZL O `` I�4 Z co 'J GD -- 0 �_ Z � Ems-' T M. 45-9-3-1 Q m W O a z 00 ZONE: RAd' M U) W THOMAS KREER & CR/S KREER E-� 1081 JORDAN SPRINGS RD. Q Z W U) OU ',�" P 6y'T L� STEPHENSON, VA 22656 Zxi W P, E+ a a sss• ^9 � --_ d � � � � Q T.M.ZONE9- -2 z OW W C*y DARLA L ROBERTS & O Z a PT -i '7 JULIA W. FIELDING 163 MONASTERY RIDGE RD. O STEPHENSON, VA 22656 a O U) W 9y8yy� > T.M. 94 II ZONE R4182 TOME WALLACELACE AITKEN 315 POORHOUSE RD. WINCHESTER, VA 22603 I" = 2510' DATE: 8/21/2019 SCALE: 1" = 250' DESIGNED BY: KDP FD.E NO. 27608 SHEET 2 OF 14 ISR": 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 I, 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). ON ASTERBROOKFIELD VELOPMENT PLA VILLAGE, LLC MASTER DEVELOPMENT PLAN AREA I was 000 LANDBAY/10 / / Ilex— r7 r%^, / / \ LANDBAY IV \\ / \ \ cq� \"Si \ 9 A * Dedicated Section Boundaries and Right-of-ways r / / / / / / I ! CHARLES TO 1F 791 — VdO/dMF v�o9 LANDBAY III P4 LANDBAY I LANDBAY V LANDBAY IV LANDBAYII Cu DBA III ix LANDBAY III \�N �j LAND BAY BREAKDOWN LAND BAY LAND USE ACREAGE % RANGE OF HOUSING UNIT TYPES MIN. T MAX. I ELEM. SCHOOL 20 Ac. t NA NA II COMMUNITY PARK 24 Ac. i NA NA I - fn O III MIXED RESIDENTIAL: 475 Ac. f NO a �ti Convenience Commercial/Daycare 7Ac.t NAr30 Q 50 SFD (Housing Unit Type 1,2,4,5 & RP District SFD) W 30 ° 6' Townhouse (Housing Unit Type 6 & RP District Townhouses) 35' 10 z� MULTIFAMILY: (Condominiums, Elderly Housing, Housing Unit Type 3 -Cottage House & RP District Duplex, Multiplex, Atrium & Garden Apartment) OU 7 i ,W_ IV ACTIVE ADULT: SFD (Housing Unit Type 1,2, & 5) Multifamily (Condominiums, Elderly Housing, Housing Unit Type 3 -Cottage House) 126 Ac.t 30 53 V COMMERCIAL CENTER (Retail, Office & Public Service Satellite Facility) 26 Ac. t NA NA SEE NOTES ADDRESSING ABOVE CHART IN PROFFER 3. USES, DENSITY & MIX OF HOUSING TYPES A. (2) (1-4) CS Z �Rw V Z U W LLI b Z � ry za .LU I - fn O LU Camage 4]' NO a �ti ,5' 15' W Q 50 2AIM W W ° 6' V 35' o � a 5 e� so>fc W W A! V ZARY L. KEPLU LIC. NO. 32809 8- do r -w I)9. sir ` U J O 1 J U SO 5 Of za .LU I - fn O S�o> Camage 4]' NO 4,]00 ,,C00 ,5' 15' Z Q 50 2AIM I I W ° A! V ZARY L. KEPLU LIC. NO. 32809 8- do r -w I)9. sir ` U J 1 J U Of .LU I - fn S�o> Camage 4]' NO 4,]00 ,,C00 ,5' 15' Z Q 5'115'/10' 2AIM �0RZ SMS' 1/3' 6' 30' 35' 2 z� Cottage OU NA i ,W_ 1,000 t5' 20' NA <Q U NN20' a 6'/t 0' S'INA 6' i�2of JS' 3 ❑ Q W 400 0 400 W SCALE: 1" = 400' II O LL M LL z ❑ z�/'� ❑ p OF REZONING PROFFER "EXHIBIT E" LU V) � 0 U) MINIMUM DESIGN STANDARDS LU U ED Minimum Mart Front Yard Mi.. Reaa Ganging to MIn.Sitla Lot Setback1 MIn. Setback In nmotorL Lot Line Gam heck Ml Lot Line geek Mlard/Rear Front Porches It Min. Setback Oiat 9e k OatacM1etl MUMum Olt Street LL llNng Araa Setback From R/W Or Yartl Owelling tram BeM'een gwalling Interior Lot Um Side Y/ o GStee lel ICo er[Llne Sitle YardIromerL tior Rear Yartll Rear Stump; e, gcceeNry Building Parking O (S'. F" Privmading Se Hflldta Common Unlh Combinetl Total Side Yard from Street/ nIt To Comer Loyor End Yartllit mer Lo(orme) Open Space Stops May Max.ig Height Spares gwelling pwelling gtiveway SeMxk/6omar Lot lir Alley Unit Townhcuse151tle Yartl End USXe Yard ¢e) Open Space Eztard Into Fron[aa. Height a/ End LOU TownM1ouNISIEe Side Yard Yard SHba<k Yard d 1.CM ,5' TS' NA 10 5'110'110' NAGS, 3111a, 6'/1P 16'/NA 6' 2S 2 Camage 4]' NO 4,]00 ,,C00 ,5' 15' NA 10' 5'115'/10' 2AIM J'HO' SMS' 1/3' 6' 30' 35' 2 3 Cottage M' NA J,364 1,000 t5' 20' NA 10- on Non Attaches O'as"U NN20' g'/NA 6'/t 0' S'INA 6' NA JS' 3 SIEe 4 CouNYaM NA J,J00 NA 3,000 3'/Nll1 ryO'trom gwalgng NA NA IN' from NA/NA.1Ill interior NNNp IS' 10' NA ]' 10' to Petlmetrt Oommon J'/NA Lol Llna) Perimeter Property prou' e' NA 35' 2 Propelry lino) Orlveway) Llne) DATE: 8/21/2019 5 Motl111etl Single J,]50 10')0'tortM1>AttacM1etl 5'/10'/16' (SP,rAmLot 5'/1P (0'Zerc Lot Llne or 6'HO' (0'2era Lot Llne Family JB' NA NA 20' 1S' NA Oplloid Line Side wllM1a combined 30'/16' ANachetl 3I.) or Attached Sid.) 10.0' 1 10' JS' 2 Total iHg') SCALE: 1" = 400' Modred! 20- UO' Non Garage D'SEE ft.. Non Attached Sitle Ma. M 12 our a 20' 6 T.—Im n 1B• 1,300 ,,200 NA or Rex LoaEatl 20' NA Entl Wit to Any Other End 0'10'/10' 200 0'/10' 0'110' 5'/5' Setback, 6'tore 10' JS' 2 Garage Units) Up SeMxk DESIGNED BY: KDP Modified!Attached 211')10' for Non Garage D'PS'ham Non Sid. Wall of 13'Iora 20' e Toward..1J' 1,500 1,W0 NA or pa.,Loatletl 2g NA End Unit to Any Other WAVI0' 2015 0'110' W/10' 6'IS' $aback, 5'fora N' J5' 2.T5 FILE NO. 27606 Garage U.S.) Moms) 10- Setback SHEET 3 OF 14 Modified 20'l,0'1or Non Garage a•(25'trem Non A(Mchetl Sitle Wall of 1Z for a30' 6 Townhouse 20'on 1,700 1,600 NA a, Pat,Loatled 20' NA End Unit toAwOther 0'N'/10' 30'15 0'110' 0'/10' 6•/6' SeMacq 6•rora 20' J6' 2.50 Garage UNIs) Home) 10' Seroxk 1 9-24 -�, PROJECT TOTAL AREAS NOTE: \ \( �� OLD CHAFLjE I DEVELOPMENT AREA: 364.73 AC. ARMY CORPS OF ENGINEERS AND VDEQ FLOODPLAINS: 0.00 AC. (APPROX.) PERTS ARE RQUIRED FOR W AND/OR POND DISTURBANCES. ETLAND WETLANDS: 2.34 AC. (APPRO) I 1 \`� 4\ / s1IL1 4�1+� 1 ' L ,.. ✓ C STEEP SLOPES: 1.30 AC. (APPROX.) DELINIATED WETLANDS AND PONDS LAKESANDPONDS: 0.88 AC. SHOWN HAVE RECEIVED JURISDICTIONAL \� / _ �/ \ \ z } / l / /1 / / - • J J / - / �.�✓ ! SINKHOLES NONE DETERMINATION FROM THE UNITED �-^-Q\ `:ins ,ice\\\\\ , / �,�.,\ I /„/ / 1/ / i ✓ / J / // f,�, \ fl • / r ,� r 1'/ \ ` _ � / , • / (.. l/ `_ .�> �- `�, % NATURAL STORMWATER NONE STATES ARMY CORPS OF ENGINEERS. DETENTION / DeoN AREAS: REFERENCE J.D. PROJECT # 04-R0958, �, DATED JUNE 24, 2004. Y 1 1 l\\(< �\.i •---, / I / / //11 \\1\ �11 / J l / I IfX, I �19 i ` i ' l J 1 1 ' r / - • /� y y SYMBOLS LEGEND r / I •t J 9 I r � DENOTES WETLAND AREAS DENOTES STEEP SLOPES OVER 50% DENOTES EXISTING PONDS til \� /I \1 ///,i/`\\�1 /i�J//J/l JIIJ ! ✓ \\1 �/ Irr^' \ _ t ��� 1111 1\\`\.111 1 1 �,� -NN'g1,WDENB�IDCGE / / J I l I 1/�/ 111 I IIIII 1111 1 \ S'( \ _J \ �\ / I L 1 ) f 11 / \ \ / A \ \ \ \ \ I 1 \\ \ Q ' \ - J� n l h\\ (J PARK SrtE� ll l� II vv I �1 \� �v A Vv v�'_i/ !Ilk / l / OLD _'"v'�� RD I\ \ \ \- /\ > \ - - \�11\\\l \�11 \) °It 1�\l�� i\ 1 L \ \ I /� \\\\� �\\� /X\ ✓ / J:/// ✓///I / /IJI �/ l\Il llll�lif/ / 1 \ f / 1 \\ \- \ \ 1 \\\ 1 /\ \ , / / JI \\ \ \ \\\ 1111\ r o / i \\�r \l\_ (I if V\\ <r \tri\ � II Il! 1!J/llA�l 1Al \\\ /�//�///,J1[llll /l// //J I I 1 / \ \ o�• � r\ 1 1111\ \ \ I l \-. \\ \ \ 1 �\\ \ \\ \p I Ij l///J/�f(l J \ �\ \\� 11 11 P\\\�\\\\ J C / /(///� 1\ 1J// �i /✓i�\l 11 I It 11111\1\\\\\\\\\\ \\1 / \ \`� \ .r � J \ _ \�� � ,- �---_—_�-� � 1111\\ \o\\ IIII � I 11 / �I1�))I/ II1�\\\�`✓�// ', 7 1\\\ \111 I J 111 1! \� 81 \CZ�\y�\\\� \ \ o\\ \ sa\\\\ a \ / I /1 -7/,, 14iJY/,-/ \\ r ��i\ `. 9l 1 l\ \ �\ r I\�/_ //� 11\\✓//// �/ // �i/�i/- --� b-1\\ \ / \ \\\- \\\- // \ \? \J \\/I( / \ 11111 \11 I \ \\ \�� Jl/llJ/J�rzj \ \\\ \JI \ \\\ �j/llOyl/\�\ 1 1 r v \i✓ / r-' • ���\//l///�,ll // I I !111111 \\ /r \\ � // _- r � I�111 l \ ti � 1 / J < III \� / \E _`\\`\\\\\\� � \\ = \1111 \1 \\\ J /l l I 1111\1\ \\ \\ \ \�)I ll(=\I\�� I( \ / \ C5 z Environmental Feature Type Existing Area Disturbed Area Percentage Disturbed Z Floodplain 0.0 AC wa 0.0% Lakes & Ponds 0.88 AC. W �o Wetlands' 2.34 AC N� 38.9% W 0.0 AC F 0.0% Sinkhole 0.0 AC R 0.0% Steep Slope (50%+) 1.3 AC WW 7.7% W a SWR V N d A CANDY L KEPLD Lic. No. 32809 / iJ^V U J / J �f 111 - ✓ /J �\ 1 J 1 III l \ `_i//J Pit 111\ f� z U) d III l ( �!�-�� \) N \\ l \ \ \\ , �\\\� til Y� /�\ \ \\\114\\\\�= �//I I�111�f/1 /rrJJJfq�l f) / l r\_� \ \ \ � l \ \_ �\\ \ _ 1j / \ � \\\ C' / �'��.: \ Il J/ ;JII/�/(//�== _ -� r- � a�� ��� - >\\\\�\\ �\�✓Ji�\1 � / JC( ..a � q � rill' / 11\(1111 �\\ \ \ \ 11\\Q\\\\�\ / \ \\\\\� 1\\\\I `\\ �'✓/fl'I� 1111\1\\\\11j1�1 I 1 r l / \ 1111 \ 1�1� \ \ �Z \tea. - %// 1< \\\�J/ E- F \11\ \ 'Z l Z Wd' E—` ��g W z - z ✓/////^ l//i/i/i/ J % �\\ \ I r \ �l\I 1\\\ O 0.' Ill�l\Il\\\\J \\\�\@ glll\\\\�\\\\\\\ \_J // // - \1\\\ \\` 4 \ \ gfL3\\ \\O ,__ \� / /i�\� \�\ \\ � \ II \�\ \\�\ _// ///✓ \I _ \\\ \\ 11111E \ \ \\\ /i/� �/ D \� Il� 111 gi/] W� /�/ ly 1111 \\� \\�\F \\� JJ �\//G' \t\ Z Z p 0 � � \k\� �llf, ll\1�\\\.;CJI ���\\\\\�\�\ - ((1�CJ�� \ /I 111 Il ll r „� \ i�--,,/ / r \ �\ \1111111\\• (\\\\\\\\ �llllll�;\\\;\ �� �c� a . �\�_.,\\\ Z JW J�//i/��,�� \\\�^\ \�\\��\\ J / /I/1111\\ 1\� O U J// )11���`,rJ Ly'' U' L)i r/// / P" �/// 0 r \1I ✓�J / \ �������i // l t� ��\Q'iU //// /r Z, /z 1111\ / 1111\\ -_;/ Y+31 / \\� - -�\\\\ \\ \ \ \ \\\ �\, \\\ \\\ Z ❑EWG� /%� �I// ��4 /N�..- ��\\\\\�' IIIII(//// ✓� \ 1111\\\--� \� % .e/////// /� /✓^�\\\\\\\�\\� \\ \ I \`\�� \\ \\� \\\ �\ \\ \ \ \\ =-` a\o\��\ \� \\ / \ 1111\ -;=-ll ( d ,� \\\\ *x\\\ \ \ \ l \�\\\\\\\��\\\\\\\\\ r� 1111\ \ _ `\A'I �J\ \` r\ \� \ E-' fUWAIQ �W /-\` = -\ \\I 1111\ \ / \\1 111\\\\\\\\' 7 \v W F .7Q \\\p\\\�\ \ \ 0�0/Ill! \\\1 \\ \\�,(1 I \\�\\1111 I \p�� � 1111 /%\ \ _ - \\ v, \\�\\ ` � a \\\ \ /J _/\ /i \ \ /\\� O \\\\\\�\ 1111 I \� \�\\\\ \\� _ I �llt l\\ \\\ )„� \ /i\ / / _�\ \ �\\ _ �J 1,\\\\\ \� 1111 7 W W LT+ 1111\ ^d \\ %/ 1\\\\ \\\ \ 1771 \\\\\ ` L 11 1 \ \�I \\\\ j,\ -1 (3 r,. Z Environmental Features Aggregate Table Environmental Feature Type Existing Area Disturbed Area Percentage Disturbed Floodplain 0.0 AC wa 0.0% Lakes & Ponds 0.88 AC. 0.16 AC 18.1% Wetlands' 2.34 AC y3� d� 38.9% Natural Detention 0.0 AC F 0.0% Sinkhole 0.0 AC R 0.0% Steep Slope (50%+) 1.3 AC WW 7.7% a 0 T z a Oi L W a N d A CANDY L KEPLD Lic. No. 32809 / iJ^V U J / J �f 111 - ✓ /J �\ 1 J 1 III l \ `_i//J Pit 111\ f� z U) d III l ( �!�-�� \) N \\ l \ \ \\ , �\\\� til Y� /�\ \ \\\114\\\\�= �//I I�111�f/1 /rrJJJfq�l f) / l r\_� \ \ \ � l \ \_ �\\ \ _ 1j / \ � \\\ C' / �'��.: \ Il J/ ;JII/�/(//�== _ -� r- � a�� ��� - >\\\\�\\ �\�✓Ji�\1 � / JC( ..a � q � rill' / 11\(1111 �\\ \ \ \ 11\\Q\\\\�\ / \ \\\\\� 1\\\\I `\\ �'✓/fl'I� 1111\1\\\\11j1�1 I 1 r l / \ 1111 \ 1�1� \ \ �Z \tea. - %// 1< \\\�J/ E- F \11\ \ 'Z l Z Wd' E—` ��g W z - z ✓/////^ l//i/i/i/ J % �\\ \ I r \ �l\I 1\\\ O 0.' Ill�l\Il\\\\J \\\�\@ glll\\\\�\\\\\\\ \_J // // - \1\\\ \\` 4 \ \ gfL3\\ \\O ,__ \� / /i�\� \�\ \\ � \ II \�\ \\�\ _// ///✓ \I _ \\\ \\ 11111E \ \ \\\ /i/� �/ D \� Il� 111 gi/] W� /�/ ly 1111 \\� \\�\F \\� JJ �\//G' \t\ Z Z p 0 � � \k\� �llf, ll\1�\\\.;CJI ���\\\\\�\�\ - ((1�CJ�� \ /I 111 Il ll r „� \ i�--,,/ / r \ �\ \1111111\\• (\\\\\\\\ �llllll�;\\\;\ �� �c� a . �\�_.,\\\ Z JW J�//i/��,�� \\\�^\ \�\\��\\ J / /I/1111\\ 1\� O U J// )11���`,rJ Ly'' U' L)i r/// / P" �/// 0 r \1I ✓�J / \ �������i // l t� ��\Q'iU //// /r Z, /z 1111\ / 1111\\ -_;/ Y+31 / \\� - -�\\\\ \\ \ \ \ \\\ �\, \\\ \\\ Z ❑EWG� /%� �I// ��4 /N�..- ��\\\\\�' IIIII(//// ✓� \ 1111\\\--� \� % .e/////// /� /✓^�\\\\\\\�\\� \\ \ I \`\�� \\ \\� \\\ �\ \\ \ \ \\ =-` a\o\��\ \� \\ / \ 1111\ -;=-ll ( d ,� \\\\ *x\\\ \ \ \ l \�\\\\\\\��\\\\\\\\\ r� 1111\ \ _ `\A'I �J\ \` r\ \� \ E-' fUWAIQ �W /-\` = -\ \\I 1111\ \ / \\1 111\\\\\\\\' 7 \v W F .7Q \\\p\\\�\ \ \ 0�0/Ill! \\\1 \\ \\�,(1 I \\�\\1111 I \p�� � 1111 /%\ \ _ - \\ v, \\�\\ ` � a \\\ \ /J _/\ /i \ \ /\\� O \\\\\\�\ 1111 I \� \�\\\\ \\� _ I �llt l\\ \\\ )„� \ /i\ / / _�\ \ �\\ _ �J 1,\\\\\ \� 1111 7 W W LT+ 1111\ ^d \\ %/ 1\\\\ \\\ \ 1771 \\\\\ ` L 11 1 \ \�I \\\\ j,\ -1 (3 r,. Z Environmental Features Aggregate Table Environmental Feature Type Existing Area Disturbed Area Percentage Disturbed Floodplain 0.0 AC 0.0 AC 0.0% Lakes & Ponds 0.88 AC. 0.16 AC 18.1% Wetlands' 2.34 AC 0.91 AC 38.9% Natural Detention 0.0 AC 0.0 AC 0.0% Sinkhole 0.0 AC 0.0 AC 0.0% Steep Slope (50%+) 1.3 AC 0.10 AC 7.7% \\\\\\\\\\ 6 O H \\ \\\ 1111 \`` O 112"N�Q\\\\ \\ \\ // \\ \ =—/i/ i\ \ \ W P' \\\\\ -/ \ 1 \\\ 1111 \\\ 11`11\\ \\ \ i Jij 11 1 - .\ 011l\1\\!1111/\\\\\\ i// J)� 1�\ \\ \\\ /l/ 1 \ 1 \� / pa \el 1111\ \\\\ (I 1 \ \ V / _ - \O\\ \\\O \\ \ \n`\.\\� 1 \� I \„J 11 1 II �-- \ \\� \�\ \N\\ \1\U\1 ^ \� `_��i////!)tS\ \\\�_r= Jll\11 \\Q\\\\\\-//IIIIIIIII\\�1\1�1JJ�1/ \ O \\\� - // r� /i/ J) I \\ \ _ - II \\ \\\ _ 1 111 \\ \ \ �\ \�; // rJlll ✓ Jti- J / / // \ \\\`�;�___� �\\\\��.:=-- =/J IIII I\ \ \\ \� 11,1 \\\1 1111\ 1 \\�\\\\�J�// 1 IPM � \^=.�--=�\\\ \\\\\\\\\ \\l\\\1\ ` ` ` —r 'i JJ1 �` i _1111 \ 1111\\\ \\ /�lflll 1111 J�` `\ \ \\\ \\\ \\ 1111\ J 1 1 \\ 1111\ �// ^/'TGA `ALL WETLAND DISTURBANCES ARE CURRENTLY PERMITTED I3Y THE `\��\\ —Tom=_-==✓�/ �/ X111111\ll —\ 11 i''/���`\\��\���� s\� �\ \� \ —1 < 1 \\»-r /�i-�_'--'— _ //I U.S. ARMY CORP OF ENGINEERS AND THE VIRGINIA DEPARTMENT OF\� \ r t � � �� 9MR(JUMENTAL allRi/FY. /// I! 1 \�\�� yI - 300 m 300 SCALE: 1" = 300' DATE: 8/21/2019 SCALE: 1" = 300 DESIGNED BY: KDP FILE NO. 2760B SHEET 4 OF 14 19-24 TABLE #1 LOT TABULATION BY UNIT TYPE Land Bay/Unit Type Proposed Units ** Peroent of Total Units (2465) Permitted Percentage Range of Total Units EBreokfield 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% 80% (356.4 Ac) Max. 1.55 Ac Residue Land Bay III Single Family 00.0°/a Residue Land Bay 111 30-53% (739-1306) Townhouse 0 0.0% 10-30% (246-739) Multifamily 0 0.0°/p 730%(172-739) SNOWDEN BRIDGE SECTION 6B DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION I4B DEDICATION 4.53 ACRES Disturbances Land Bay IV Land Bay IV Single Family 0 0.0% 30-5396. (739-1306) Townhouse 0 0.0% 1030%(246-739) Multifamily 0 0.0% 730%(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) ek 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 Proposed Use Area Percent of Total Res. Area (523.0) Permitted Percentage Range of Total Area EBreokfield 20.0 Required) Bay III-BrookSeld Stephenson Village LLC Land Bay 11 (24.0 Ac 24.0 Ac 24.0 Land Bay III - Brookfield Single Family 135.5 Ac 25.9% 40% (237.6 Ac.) Min. All Other 24.5 Ac 4.7% 80% (356.4 Ac) Max. 1.55 Ac 20.0 24.0 required open Residue Land Bay 111 Single Family 0 0.0°/a 40% (237.6 Ac.) Min. All Other 0 0.0% 60%(356.4 Ac)Max. PER INSTRUMENT#180007156 SNOWDEN BRIDGE SECTION 6B DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION I4B 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 Bide Vam from Street l 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 8 RP District Housing TABLE #3 NON-RESIDENTIAL USE TABULATION BY AREA Land Bay Commericial Use (33.0 Ac. Required) School Site (20.0 Ac. Required) Public Park (24.0 Ac. Required) Land Bay 20.0 Required) Land Bay II Land Bay 11 (24.0 Ac 24.0 Ac 24.0 Land Bay III - Brookfield 1.55 Ac. 138.7 Ac Residue Land Bay 111 Residue Land Bay III Land Bay IV 0.0 Ac - Totals 1.55 Ac 20.0 24.0 TABLE #5 OPEN SPACE TABULATIONS Land Bay Total Required COMMUNITY RECREATION CENTER (238.4 Acres) Land Bay 1 (20.0 Ac 20.0 Ac Required) Required Land Bay 11 (24.0 Ac 24.0 Ac Required) 41.1 Land Bay III - Brookfield 138.7 Ac Residue Land Bay 111 0.0 Ac Land Bay IV 0.0 Ac - 182.7 Ac or - 76.6% of total Totals required open - space TABLE #4 RECREATIONAL UNIT TABULATION TOTAL REQUIRED PER SEC. 165-402.08: (2,465/30) = 82.2 RECREATIONAL UNITS CREDITS COMMUNITY RECREATION CENTER Recreational Units Recreational Units Land Bay Residential Dwelling Units Required Proposed Land Bay III - 1,233 (Maximum) 41.1 103.9 Brookfield SNOWDEN BRIDGE SECTION 3 DEDICATION 11.06 ACRES PARK SITE 1 - PICNIC PAVILLION 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. 165-402.066(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 W/ BATH 18.5 HOUSE SNOWDEN BRIDGE SECTION 2 DEDICATION 21.40 ACRES 1 - 6,780 S.F. POOL 22.2 2-TOTLOT 11.2 1 - 15,300 S.F. 27.8 SPORTS COURT SNOWDEN BRIDGE SECTION 3 DEDICATION 11.06 ACRES PARK SITE 1 - PICNIC PAVILLION 1.8 1 -DOG PARK 1.5 PEDESTRIAN TRAILS 9076 L.F. 20.9 TOTAL (LB -III Brookfield) 103.9 Table #6 Enviromental Features Aggregate Table PER INSTRUMENT#070006356 Flood Plain Lakes & Wetlands NaturalSteep Sink Holes SNOWDEN BRIDGE SECTION 2 DEDICATION 21.40 ACRES Enviromental Feature (Ac) Ponds (Ac) Detention (Ac) Slopes 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 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 I4A DEDICATION 6.10 ACRES PER INSTRUMENT # 130010307 PER INSTRUMENT#180007156 SNOWDEN BRIDGE SECTION 6B DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION I4B DEDICATION 4.53 ACRES Disturbances 0.00 0.16 0.91 0.00 0.00 0.10 Brookfield qW to Dwell Common /Attached Combined Total Bide Vam from Street l Percentage of Total 0.0% 18.1% 38.9% 0.0% 0.0% 7.7% Disturbed TOTAL - BLVD ACREAGE TO DATE ACREAGE Street to Dwelling 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-RO958, 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 I 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 SA DEDICATION 7.15 ACRES SNOWDEN BRIDGE SECTION I3A DEDICATION 13.40 ACRES PER INSTRUMENT # 130004699 PER INSTRUMENT # 180007154 SNOWDEN BRIDGE SECTION 5B DEDICATION 8.30 ACRES SNOWDEN BRIDGE SECTION 138 DEDICATION 7.81 ACRES PER INSTRUMENT#140003651 PER INSTRUMENT#190006473 SNOWDEN BRIDGE SECTION 6A DEDICATION 1.26 ACRES SNOWDEN BRIDGE SECTION I4A DEDICATION 6.10 ACRES PER INSTRUMENT # 130010307 PER INSTRUMENT#180007156 SNOWDEN BRIDGE SECTION 6B DEDICATION 8.21 ACRES SNOWDEN BRIDGE SECTION I4B DEDICATION 4.53 ACRES PER INSTRUMENT #150001464 PER INSTRUMENT#190007291 SNOWDEN BRIDGE SECTION 7A DEDICATION 19.48 ACRES Parking Per PER INSTRUMENT It 140003652 Area (Sq. Ft.) TOTAL SITE AREA : 364.73 ACRES TABLE #7 LAND BAY III AGGREGATE TABLE Minimum Minimum Lot Average LM Minimum Lot 4 SECTIONS SECTION 6 SECTION 7 SECTIONS SECTIONS SECTION 10 SECTION 11 SECTION 12 SECTION 13 SECTION 14 RESIDUALLAND LAND BAY OR Street Parking Housing Ung SECTION 1 SECTION 2 SECTIONS SECTION LNing Aree Fmm RANor Private Vard SeWaa Danifir from Between Dwelling Unis Interior Lot Line Sidel to Gamge Interior Lot rine Side Yard l Interior Lm Line Side Rear Vaml Rear BAY III AREAS RW /SMe Yard/Rear /Rear from Open Space SNOWDEN Type Parking Per witlm Area (Sq. Ft.) Am (Sq. FL) qW to Dwell Common /Attached Combined Total Bide Vam from Street l Comer Lot (or End Unit Yam I Corner Lot (or Yam Abuttlig Open III AREA BRIDGE Spaces PROPOSED TOTAL - BLVD ACREAGE TO DATE ACREAGE Street to Dwelling 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. 48.8 AC. 160.0 AC. RIW, PRIVATE ROADS AND 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. 14.7 AC. 66.0 AC. ALLEYS 15' 25 NA 10' 5'/10'110' NAY1P 3'110' 5'/10' 'MA d' 20' 35' 2 1 Carnage M' NA OPEN SPACE 0 AC. 4.0 AC. 7.5 AC. 2.5 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. 53.0 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. 18.0 AC. 9.3 AC. 22.7 AC. 16.1 AC. 21.2 AC. 10.6 AC. 116.5 AC. 3647 AC. REZONING PROFFER "EXHIBIT E" MINIMUM DESIGN STANDARDS Minimum Minimum Lot Average LM Minimum Lot Minimum Min. Front Yard Setback Min. Rear Min. Sel to Min. Setback Dist. Min. Side Yam Setback on Min. Bolivia Min. Basal from Garage to Deok Min. Setback to Deck Min. Setback From Porches, Debched Acoessery Maximum Building OR Street Parking Housing Ung Housing Name Stoop Setbackfrom Private or Public Road ids Ya Rear Yard h M/ g LNing Aree Fmm RANor Private Vard SeWaa Danifir from Between Dwelling Unis Interior Lot Line Sidel to Gamge Interior Lot rine Side Yard l Interior Lm Line Side Rear Vaml Rear Staaps,and Steps RW /SMe Yard/Rear /Rear from Open Space Height Height Type Parking Per witlm Area (Sq. Ft.) Am (Sq. FL) qW to Dwell Common /Attached Combined Total Bide Vam from Street l Comer Lot (or End Unit Yam I Corner Lot (or Yam Abuttlig Open May Extend into Buildiig Max. Heigh[ Spaces 35,000 35' - 25' 10' (Sq. Ft) Street to Dwelling - Drieway 29 Setback/Comer Lot (or En Aley Townhouse) Side yam End Unit Townhouse) Space Front Yam Height C SFD 7611 12,000 Unit Townhouse) Side Yam - 25' SMe Yard - Setback - 35' 20' 2 Urban 4,000 1,400 15' 25 NA 10' 5'/10'110' NAY1P 3'110' 5'/10' 'MA d' 20' 35' 2 1 Carnage M' NA - 15'/5'/10' - 35' 20' 2 USED NA 470) 1.400 IT 25' NA 10' 5'/16'/10' 20'/NA 3'/10' 6'/10' 3.13' B' 20' 95' 2 2 Carry Cam age F SFD/SFA - 3,750 25'/15' w/alley - 1V S'/10' 2V(SFA) 3,264 1,400 15' 20' NA Won Non Atlachetl 0'/5'/10' NA/20' O'INA 5110' b'/NA e' NA 35' 2 3 college 34' NA access Side G Multiplex _ 3,Wf)par unit 35' 20' 25'from perimeter 15'from pertmeter - 25'/al'/15' 15' from Parking or Drivewaay 35' NANA (19' 2 Ill (Vfrom 9,W0/12,000 boundary boundary 10' 9'INANA(to• from Dwelling hon 3/NA NNNA(V from Interior PedmeLineropeM 6' NA 35' 2 4 Coud Yard NA 3,300 NA 2,000 10' NA 3' to Perimeter Property We) common Lm Line) Driveway) 10'(0'ror Me ABachetl 5.110'/10' (Vmr Zem Lot S/10' (0'ZeroLOWna or 5'110' (0'Zero Lot tine 20' 95' 2 Sinle MaMasig 39 39' ' NA 3,]50 NA 20' 15' NA Odo Pn) Line Side wig, a Combined 20'/15' AllSMe) or Attached! Side) 10'G 12' g Fal of 100 20' n 0' for Non Geniestl W(25'hom Non Posta Side wall of rota ModirNd 1,300 1,200 NA ar Rear Loaded Garage 20' NA End Ung to Am/ Otber 0'/0'/10' 20'/5' 0'/10' 0'/10' S'/5' Seit 5'fora 20' 35' 2 6 Townhouse IV Units) Home) IV Se f0'mback 20'(10'ror Non Garage W(25'"m Non Attached Side Wall of 12'fortl Modiiletl 1,500 1,400 NA W Rear Loaded Gamge 20' NA End Unit to My Other 0'10'110' 20YV 0'/10' 01/10' 5115' Setback, 5'for a 20' 35' 2.25 B Townhouse 1r ) Home) 10'Setback V(25' from Non 1Z fora W 2O(10'for Nan Garage Attached Side will of O'l0'l10' 20'/5' D'/td 0'/10' S'IS' Setback, 5'fora 20' 95' 2.50 20'or> 1,700 I'M NA or Rear Garage 20' NA End Unit 0 Any Other 10'Betbaak g TOwnIloUSe UOgs) Home) 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 V 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 LOT' 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. CS is Z W Zi W a Z W W CIO W E Q �h a .e§§l d$ X.R 12 w N� RANbY1 Lic. No. 32609 , 8-0,:X-760 E- W W x � � � a H O W ¢ W <4 a E- M E M W ZO z �1� O Z _J W wW a j Q a ��uuW E -Qi-nQ�w �rx W W Z I-, W W �a) oxo O O M W W Q DATE: 8/21/2019 SCALE: - N/A DESIGNED BY: KDP FILE NO. 27603 SHEET 5 OF 14 I WWW Minimum Min. Front Yard Min. Front Yard SB Min. Rear Man. Side Yard Min. on-site Min. Unroofed Deck or Min. Unroofed Deck or Stoop Setback from p Maximum Maximum Minimum RP RP House Lot WidM Minimum ln[ Setback From Yard t Sal H Stoop Setbackfrom Private or Public Road ids Ya Rear Yard h M/ g Aaesso ry Off-street Type Type Name m58/RW Area (SF) From Road Parking Setback Detached Spaoiin Spacing RW /SMe Yard/Rear /Rear from Open Space Height Height Building Parking Per qW Driveway y /Attached Side/Rear Yard Heigh[ Unit B SFD 1. 35,000 35' - 25' 10' - 25'/5'/15' - 35' 29 2 Traditional C SFD 7611 12,000 35' - 25' 10' - ]5'/5'/15' - 35' 20' 2 Urban D 60'/30' 8,000 i5' - 20' S' - 15'/5'/10' - 35' 20' 2 USED E - 6,000 25' - 25' 0' 25' / 25' 35' / 20' / 15' - 35' 20' 2 ZeroSID Lot Une F SFD/SFA - 3,750 25'/15' w/alley - 1V S'/10' 2V(SFA) - is, (10'w/alley)/5'/lop /5' 35' 20' 2 Small Lot access G Multiplex _ 3,Wf)par unit 35' 20' 25'from perimeter 15'from pertmeter - 25'/al'/15' 15' from Parking or Drivewaay 35' 20 2 3UmAlura 9,W0/12,000 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 V 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 LOT' 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. CS is Z W Zi W a Z W W CIO W E Q �h a .e§§l d$ X.R 12 w N� RANbY1 Lic. No. 32609 , 8-0,:X-760 E- W W x � � � a H O W ¢ W <4 a E- M E M W ZO z �1� O Z _J W wW a j Q a ��uuW E -Qi-nQ�w �rx W W Z I-, W W �a) oxo O O M W W Q DATE: 8/21/2019 SCALE: - N/A DESIGNED BY: KDP FILE NO. 27603 SHEET 5 OF 14 I WWW r I \ T.M. 44-A- \� EXISTING SNOWDEN BRIDGE BOULEVARD \ \ DEDICATED RNV i r \ T.M. 44-A31 T.M. 44-A-29 TYJ FUTURE SCHOOL SITE FUTURE SCHOOL T.M. 44-A-292 \ \\ V \� SNOWDEN BRIDGE PUBLIC O w \ PARK ACCESB ZONE AREA SH. 8 Z \�� O The Applicant shall provide access to the public park for \ residents of Snowden Bridge. Acess shall be provided from a W local neighborhood street at a point reasonably acceptable to W o ro Frederick County Parks and Recreation. Exact location and N a N c \ design shall be approved at the time of Site Development Plan approval. Tn2 as-A-zs2 SH. s W & u ^ m TM 44 .4293 y \ SH. 10 ` 5 w BDgDBBffBCI - MCC �� 9 ti t�.� ,t® 29 REG �a.y� y � � wo DENIER DO `Y`' ay T.M.44A-2928 ' POO- DOG PARK �02F00 TOWN A , Flm� PARC - MAINTAIN MINMULTIPLEX IMUM SHALLITS SIDE ` W TOt�,,� HOUSE `th .( AND 25' REAR PERIMETER ; LU PAVILION 'wry iO FUTURE PARK SRE SETBACKS ALONG OUTSIDE PERIMETER BOUNDARIES. TOT LOT Oh o� TOWN HOUSE SH. 12 91r' I tb �w Nit, t, ,� � a'G AGE• ` � "'P � s°q � e h. 9 !fes MULTI - FLEX T.M. 44-A-31 SHEET INDEX z f a A�s ph 'fyy SCALE: 1' - 800' 0 d % Ars.` 5 SFD y® ���q� c ,�• °� 5 g �p Sm 4g4•y@ 47k cr��6'dbyc� NORTNUMUEIRAFIU s "b o<j.A ��O �` �4�.� /' SFD sQo �\ F a o Of04 _ o® w 0 \ d w w CATEGORY B RESIDENTIAL T$ SEPARATION BUFFER. 56' Q \ O _____-- A0 $� I ` FARMHOUSE DISTANCE/FULL SCREEN _ -' � 100' WETLAN p a ®�' Q yy PROVIDED. Cl "'DillC Cf0- a �'~ INTERMITTENT TS` 9FD T 1° � l7 C ', v� TFIOF+pJ 0�10� RAVINE CHANNEL pT$—�'` �> y BUFFER P s o F� ?r (*ryn p ��, _ tY� RA NE1 L K LER s O S 01 oA Lic. No. 32809 25' ROAD / A� '2� 4... A 'a CIHou EFFICIENCY e 1tOU9E �` I NAL BUFFER SFID411 o� 1AP SFD If �OB T.M. 44-A-29 µ.�r TH/MP c9. .AY cors 'Ile DENOTES MDP T.M. 44 -A -31A O OO rs T' PTS YO s` / REVISION AREA 6.1 AC ^J ^^ 9FD / JOle C )7y °~ CHOUSE �c .. _ . , .. s ... TS A 0,00 DENOTES BROKFIELD STEPHENSON > W ~ �� tF� EXISTING SNOWDEN �9y BYO F H VILLAGE, LLC PROJECT AREA �0 BRIDGE BOULEVARDp / y0` �y DEDICATED RNV CARRIAGE 09 (A� " ` /C \ Q A DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM PFS �A�`� e+S� Z z - m 0 66' TRAIL_ STONE DUST or WOOD CHIP PEDESTRIAN TRAIL DETAIL NTS NOTE: PEDESTRIAN TRAIL SYSTEM IS TO BE MAINTAINED PRIVATELY BY THE SNOWDEN BRIDGE HOME OWNERS ASSOCIATION. THE SELECTION OF TRAIL MATERIAL IS AT THE DISCRETION OF THE APPLICANT PROVIDED THEY ARE NOT PART OF THE SIDEWALK SYSTEM WITHIN THE PUBLIC RIGHT-OF-WAY. THE APPLICANT MAY BE PERMITTED TO CONSTRUCT THE PRIVATE PEDESTRIAN TRAIL SYSTEM USING ASPHALT OR CONCRETE, IF DESIRED. OVERALL SNOWDEN BRIDGE PROJECT AGGREGATE TABLE ITEM OVERALL PROJECTAREA THRESHOLD BROOKFIELD STEPHENSON VILLAGE, LLC PROPERTY TOTALS RESIDENTAL 2,465 MAX. UNITS 1233 MAX. UNITS 50.0% 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% TO an -n -2s O IwA T.M. 45-9-3-2 z z F 0 T.M. 44A"318 OJ' -N ,y`F VV �g d Z J W HOUSE CA D /Holo 6�\ houi; AGe 0p �'° .. a co a Q [pt IBIj -11 54 T'B Df{yAY I � T.M. A I T.M. 45-9-3-1 r�� O 2 W '� X �q BATIK Z W COURT / 1 Y141* I Z .�+ O 0 E- 0 In 100' WETLANDS 11 Pa T.M. 44 -A -31A �CINTERMITTENT / RAVINE CHANNEL 1 �_ THE PROPOSED SUBDIVISION STREETS PER THIS Qs�' BUFFER MDP REVISION WILL BE DESIGNED PER THE VDOT ROAD DESIGN MANUAL, APPENDIX B (1) AND SHALL -9.y \ e T.M. 44-A-294 I NON-DURIBANCE BUS MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). 4T NIMS I COURT T.M. 44 -A -294A LINEAR PARK TRH. (IIID' EASfB,B10 fwvArE ��� \ DATE: 8/21/2019 _ TRAIL SYSTEM 20' LINEAR TRAIL PARK EASEMENT SCALE: 1" = 250' LINEAR PARK TRAL (20EASBJHdT) NOTE: LINEAR TRAIL PARK EASEMENT IS TO BE 250 O 250 500 DESIGNED BY: KDP TWENTY FEET WIDE. THE TRAIL IS TO BE SIX FEET WIDE, CONSTRUCTED OF I 6' TRAIL • ,� 5GALE: 1" = 250' FILE NO. 2760B HIATF FUN ASPHALT OR CONCRETE AND BE LOCATED ASPHALT OR CONCRETE TO THE NORTH HIATT RUN AS DEPICTED SHEET 8 OF 14 ON THIS SHEET. LINEAR PARK TRAIL DETAIL 19-24 MS SIDEWALK RNV R/W 10' (MIN W/$W) MIN. 1' BITUMINOUS CONCRETE CL STANDARD VDOT CURB 1/4":r 1 114^:r I SECTION REET I 50' RW (43' MIN) 9.5' (MIN) 29' (24' MIN) * 5 3.5' 2' LIMITS OF BITUMINOUS SURFACE MIN. MIN. BITUMINOUS CONCRETE Irt STANDARD SIDEWALK T- SUBBASE-' BASE COURSE 1' LIMITS OF SUBBASE TYPICAL ROAD SECTION * MINIMUM WIDTH WOULD BE ALLOWED WITH REDUCED PUBLIC STREET ON STREET PARKING AND WILL BE DETERMINED CLASS II DURING SUBDIVISION DESIGN PLAN REVIEW PROCESS. 0-2,000 AADT NTS RNV 10' (MIN W/SW) 5' /O S 2' 5' 1' MIN. MIN. 1 I "s ops SypPE 112":1' 114":1' 1' GRASS STANDARD BUFFER SIDEWALK" SIDEWALK TO BE PROVIDED ALONG A MINIMUM I OF ONE SIDE OF PRIVATE STREETS R/W 3.5' 5' 1' MIN, MIN. MIN. SLOPE 112":1' 1/4":1' c(V-,W'A 1,— GRASS STANDARD BUFFER SIDEWALK 1' LOCAL STREETS HAVING ONE POINT OF ACCESS AND AN ADT GREATER THAN 400 VPD MUST BE CONSTRUCTED AS A CLASS III ROADWAY. R/W ROAD CLASSIFICATIONS R/W VARAIABLE RW 104' RW (MIN.) R/W VARIABLE 55' RW (50' MIN) VARIABLE ARGYLE COURT 11' 31' 9.5'(MIN) 36'(26' MIN)* 1' 1 S' . 9.5' BITUMINOUS SURFACE BITUMINOUS SURFACE B' S 5' 1' MIN. MIN. 1' 5' 3.5' 2' LIMITS OF BITUMINOUS SURFACE 2' 3.5' 5' 1' 1' MIN. MIN. MIN. 6'2' MIN. MIN. MIN. I BITUMINOUS CONCRETE RETE STANDARD I MIN. MIN. MIN. rt CG -6 CL STANDARD CG -2 g.1 gLOPE 1/4":1' 1/2":1'112":1' 1/4":1' 1/4":1' r .. 4' 1/4":1' w O U 06 U0 F �� W g.1 SLOPE 1/4":1' STANDARD CG -6 PEDESTRIAN DITCH .:':........ :: ..::. .r,.. c: .,. ,....... ... 3 ,OMPASS COURT 1/2":1' 4' STANDARD 4' GRASS STANDARD SIDEWALK SUBBASE BASE COURSE BASE COURSE BUFFER SIDEWALK 1/4":1' BICYLE J., DITCH PEDESTRIAN PAD 1 SLO LIMITS OF SUBBASE LANE LIMITS OF SUBBASE LLISON WAY SIDEWALK TYPICAL ROAD SECTION , **TYPICAL BIFURCATION SECTION** FARMHOUSE COURT *MINIMUM WIDTH WOULD BE ALLOWED WITH REDUCED PUBLIC STREET PUBLIC STREET PAD CUL-DE-SAC TO END ON STREET PARKING AND WILL BE DETERMINED CLASS III STANDARD FIESTA DRIVE CLASS IV NORTHERN ENTRANCE INTO STEPHENSON VILLAGE DURING SUBDIVISION DESIGN PLAN REVIEW PROCESS. 2,001-4,00DAADT NTS "NO PARKING" SIGN GRASS STANDARD NTS GARRET COURT 1' SUBBASE BICYLE RMI ROAD CLASSIFICATIONS R/W VARAIABLE RW 104' RW (MIN.) -vii VARIABLE RNV VARIABLE ARGYLE COURT 11' 31' 20' MIN. 31' 1' 1 S' . 11' BITUMINOUS SURFACE BITUMINOUS SURFACE B' S 5' 1' MIN. MIN. SHLDR LIMITS OF MEDIAN LIMITS OF BITUMINOUS PAD 1' 5' 6'2' BITUMINOUS SURFACE 2' BITUMINOUS SURFACE 1 2' V 5' 1' MIN. MIN. MIN. BITUMINOUS CL STANDARD CG -2 MIN. MIN. MIN. r .. 4' ENITFOUR DRIVEI w O U 06 U0 F �� W CONCRETE 1/4":1' STANDARD CG -6 PEDESTRIAN DITCH SUBBASE 31840p 3 ,OMPASS COURT 1/2":1' 4' uz:r 1p°:r 4' 1l4":1' 1SVpPE PE DEWEY BASE COURSE 1/4':1' 1 1/4":1' BICYLE J., DITCH PEDESTRIAN PAD 1 SLO LIMITS OF SUBBASE LANE TRAIL/ LLISON WAY SIDEWALK a I **TYPICAL BIFURCATION SECTION** FARMHOUSE COURT RNV NORTHUMBERLAND TO CUL-DE-SAC PUBLIC STREET PAD CUL-DE-SAC TO END FIESTA DRIVE MAJOR COLLECTOR ROAD —BETWEEN OLD CHARLES TOWN ROAD AND THE STANDARD FIESTA DRIVE CLASS IV NORTHERN ENTRANCE INTO STEPHENSON VILLAGE ARROWCROWNTOEND n NTS "NO PARKING" SIGN GRASS STANDARD SIDEWALK GARRET COURT 1' SUBBASE BICYLE TYPICAL BASE COURSE BICYLE I BUFFER SIDEWALK TYPICAL ALLEY SECTION HALO COURT CLASS LANE I IN4ITQ nV a Inneee LANE JEWEL BOX DRIVE CLASS V PUBLIC STREET MAJOR COLLECTOR ROAD CLASS IV NTS R/W ROAD CLASSIFICATIONS R/W VARAIABLE RW CLASS -vii VARIABLE 29' VARIABLE 29' VARIABLE ARGYLE COURT PAD ORNAMENTALTREE LIMITS OF MEDIAN LIMITS OF II 1' 1 S' . 6' 1 S' BITUMINOUS SURFACE BITUMINOUS SURFACE B' S 5' 1' MIN. MIN. SHLDR PAVED SHOULDER CL SHLDR MIN. MIN. "NO PARKING"16' SIGN BITUMINOUS PAD 3;/SCOP 4' CONCRETE 12' 2' II EP BLACKFORD DRIVEII F 114":1' STANDARD CG -2 3 BUCCANEER COURT PAVED SHOULDER CACTUS WAY r .. 4' ENITFOUR DRIVEI w O U 06 U0 F �� W 1/4":1' n PEDESTRIAN DITCH SUBBASE 31840p 3 ,OMPASS COURT 1' BICYLE BITUMINOUS CONCRETE CL 1YCd' 1/4"A' 1/4":PDo RAIL/ LANE SIDEWALK DEWEY BASE COURSE 1 PAD BICYLE J., DITCH PEDESTRIAN PAD LIMITS OF SUBBASE LANE TRAIL/ LLISON WAY SIDEWALK a I **TYPICAL BIFURCATION SECTION** FARMHOUSE COURT RNV NORTHUMBERLAND TO CUL-DE-SAC PUBLIC STREET PAD CUL-DE-SAC TO END FIESTA DRIVE MAJOR COLLECTOR ROAD —BETWEEN OLD CHARLES TOWN ROAD AND THE SAWTOOTH TO ARROW CROWN FIESTA DRIVE CLASS IV NORTHERN ENTRANCE INTO STEPHENSON VILLAGE ARROWCROWNTOEND n NTS "NO PARKING" SIGN TYPICAL CUL-DE-SAC WITHOUT RAISED LANDSCAPE ISLAND NTS 1 DRIVEWAYSrt TYPICAL PRIVATE ACCESS 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 AS A CLASS III ROADWAY. *** STREETS WITH VOLUMES OVER 4000 VPD MUST BE DESIGNED ACCORDING TO THE VDOT ROAD DESIGN MANUAL. COURTYARDCOMMON AREA CONCRETE TYPICAL • • DRIVEWAYS NTS TYPICAL PLANTING DETAIL NOTE: A MINIMUM 6' HIGH SCREEN WILL BE PROVIDED UTIL17ATING ANY COMBINATION OF EITHER A SHRUB HEDGE, FENCE, WALL, MOUND OR BERM. ** NOTE: ' ROAD EFFICIENCY BUFFER MAY BE REDUCED TO A MINIMUM NOTE: Fa illustradw purposes Only OF 25' PER MODIFICATION #7 OF PROFFER STATEMENT. ALL SCREENING AND LANDSCAPING SHALL MEET MINIMUM ZONING ORDINANCE REQUIREMENTS. ROAD CLASSIFICATIONS 24'MIN. CLASS -vii ALAMO PLACE R/W R/W RNV ARGYLE COURT PAD ORNAMENTALTREE ARROWCROWNCOURT II FROM FIESTA TO CENTINNAL ARROW CROWN COURT I CENTENNIAL TO END BAILY WAY INGRESS/EGRESS EASEMENT 2 BALKAN COURT "NO PARKING"16' SIGN BARRELW Y PAD EG T SHOULDER BARRISTER STREET 2' 12' 2' II EP BLACKFORD DRIVEII I BRASSTOWN LOOP 3 BUCCANEER COURT � CACTUS WAY ENITFOUR DRIVEI w O U 06 U0 F �� W CENTENNIAL DRIVE n I----(��\ VVV EP ONE WAY C UR DASH WAY 40 LIMITS OF BITUMINOUS SURFACE 3 ,OMPASS COURT II BITUMINOUS CONCRETE CL 1YCd' 1/4"A' 1/4":PDo 1r1tr 'ROFTON COURT _> o_ itEG DEWEY I 1 PAD 2' SHOULDER PAD DUTCHMAN COURT 6 LLISON WAY a I FARMHOUSE COURT RNV NORTHUMBERLAND TO CUL-DE-SAC FARMHOUSE COURT PAD CUL-DE-SAC TO END FIESTA DRIVE SUBBASE BASE COURS 1' 1' SAWTOOTH TO ARROW CROWN FIESTA DRIVE STD. CG -8 ARROWCROWNTOEND n 11 "NO PARKING" SIGN FRIENDS IP WAY LIMITS OF SUBBASE GARRET COURT II TYPICAL PAD ALLEY ENTRANCE II TYPICAL ALLEY SECTION HALO COURT CLASS V INTERLACE WA II JEWEL BOX DRIVE CLASS V JITTERBUG WAV NTS PAD NTS 1 DRIVEWAYSrt TYPICAL PRIVATE ACCESS 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 AS A CLASS III ROADWAY. *** STREETS WITH VOLUMES OVER 4000 VPD MUST BE DESIGNED ACCORDING TO THE VDOT ROAD DESIGN MANUAL. COURTYARDCOMMON AREA CONCRETE TYPICAL • • DRIVEWAYS NTS TYPICAL PLANTING DETAIL NOTE: A MINIMUM 6' HIGH SCREEN WILL BE PROVIDED UTIL17ATING ANY COMBINATION OF EITHER A SHRUB HEDGE, FENCE, WALL, MOUND OR BERM. ** NOTE: ' ROAD EFFICIENCY BUFFER MAY BE REDUCED TO A MINIMUM NOTE: Fa illustradw purposes Only OF 25' PER MODIFICATION #7 OF PROFFER STATEMENT. ALL SCREENING AND LANDSCAPING SHALL MEET MINIMUM ZONING ORDINANCE REQUIREMENTS. ci ROAD CLASSIFICATIONS ROAD NAME CLASS NOTES ALAMO PLACE PAD EVERGREENTREE ARGYLE COURT PAD ORNAMENTALTREE ARROWCROWNCOURT II FROM FIESTA TO CENTINNAL ARROW CROWN COURT I CENTENNIAL TO END BAILY WAY Lu 2 BALKAN COURT Zroo BARRELW Y PAD � BARRISTER STREET W y SATIKCOURT II o�L BLACKFORD DRIVEII I BRASSTOWN LOOP 3 BUCCANEER COURT � CACTUS WAY ENITFOUR DRIVEI W CENTENNIAL DRIVE II C UR DASH WAY 40 3 ,OMPASS COURT II CORONATION COURT PAD 'ROFTON COURT DEWEY I DOMINO COURT PAD ORE DEN COURT PAD DUTCHMAN COURT 6 LLISON WAY FADING STAR COURT I FARMHOUSE COURT 11 NORTHUMBERLAND TO CUL-DE-SAC FARMHOUSE COURT PAD CUL-DE-SAC TO END FIESTA DRIVE II SAWTOOTH TO ARROW CROWN FIESTA DRIVE PAD ARROWCROWNTOEND FLYFOOT DRIVE 11 FRIENDS IP WAY PAD GARRET COURT II GRETCHEN COURT PAD GRISTMILL COURT II HALO COURT I INTERLACE WA II JEWEL BOX DRIVE I JITTERBUG WAV KEARSARGECOURT PAD LATTICE DRIVE it LEAVENWORTH COURT II LINDY WAY I MANILLA PLACE PAD MOSAIC COURT II NORLAND KNOLL DRIVE III SB BLVD TO K ND DRIVE NORLAND KNOLL DRIVE 11 PARKLAND DRIVE TO END NORTHUMBERLAND DRIVE III SS BLVD TO SPLENDOR GARDEN NORTHUMBERLAND DIVE **11 *SPLENDOR GARDEN TO CHURNOAS NOTIONS COURT PAD PARKLAND DRIVE III SB BLVD TO NORLAND KNOLL DRIVE PARKLAND DRIVE 1 NORLAND KNOLL DRIVE TO BARRISTER STREET PATCHWORK DRIVF 11 NORTHUMBERLAND TO FADING STAR PATCHWORK DRIVE I FADING STAR TO END PATRIOT STREET 11 3EESAW TO STARRY WAY DRIVE PATRIOTSTREET PAD STARRY WAY TO END PINTANGLE COURT PAD PINWHEEL COURT II POINSETTIA WAY I PRAIRIE PLACE PAD PRICKLY PLACE I ROOFTOP COURT II ROSEBUD COURT I ROTUNDA DRIVE I ANTE FE COURT I SAWTQOTH DRIVE Ill SEESAWCOURT PAD SETTING SUN COURT 11 SNOWDEN BRIDGE BOULEVARD MAJOR COLLECTOR ROAD SPLENDOUR GARDEN WAY I STARSURST STREET II STARRYWhYDRIVE I TEMPLE COURT PAD THORNY CROWN LANE PAD VALISE WAY II WADING DUCK WAY PAD ci PLANT TYPE 9t pw ru z SHADETREE 10 �w V EVERGREENTREE a Z ORNAMENTALTREE 5 O SHRUB 2 W ® Lu 2 Zroo � W y o�L I 3 � W d w 40 vl S3 PLANT TYPE 9t pw ru 4- SHADETREE 10 ee EVERGREENTREE a ORNAMENTALTREE 5 O SHRUB 2 ® ® ®O Kbm w � I � d � W d Q Lic. No. 328o5 ,�-Dtr-Zal9 . z a C7 z_ 0 E v�JW wa z I � w� �D WmP40 r34 w H 04WAd Q MUD W z A ROAD NAMES CLASSIFIED AS CLASS I OR II MAYBE DEVELOPED AS PUBLIC OR PRIVATE STREETS WHICH WILL BE O DETERMINED DURING SUBDIVISION DESIGN PLAN PROCESS. E+ O Q 04 THE PROPOSED SUBDIVISION STREETS PER THIS MDP REVISION WILL BE DESIGNED PER THE VDOT ROAD DESIGN U Z F -I W G' MANUAL, APPENDIX B (1) AND SHALL MEET THE VDOT SECONDARY STREET ACCEPTANCE REQUIREMENTS (SSAR). CO 0O O CO ® ® O ® O O •• ®a ® • •® • • ]--.. .�di • 9 9 ®®so RN SIDEWALK GRASS BUFFER o PLANTING SCHEDULE SYMBOL PLANT TYPE PIANTUNITS 4- SHADETREE 10 ee EVERGREENTREE a ORNAMENTALTREE 5 40'©P. SHRUB 2 ot RAISED LANDSCAPED MEDIAN rt DATE: 8/21/2019 ® =TOTAL PIANTUNITSPER40' GRASS BUFFER SCALE: N/A SIDEWALK RAV RlW • e ® ee � • OM 40'©P. ® ® ® ® ® ® ®O Kbm w DESIGNED BY: KDP FILE NO. 2760H ""—�' TREES AND SHRUBS SHALL BE PLANTED IN CLUSTERS AT REQUIRED LAN DSCAP11 SHEET 7 OF 14 AN EQUIVALENT RATE OF TEN PLANT UNITS PER 40 LINEAR MAJOR COLLECTOR ROAD FEET OF COLLECTOR STREET ROADWAY FRONTAGE NTS 19-24 - i -1a __ , / , / / / /// \ 1♦ � ; T.M.\44-A8A v I \ /'-1 / T.M. 44-A-29r� M. 4`4-A-31 SFS a All 1, / E w v M / L L�LLL�LLL LLL\. SER w I/ C v v v• v M vy�1 a L v L v LLLLLLLLLLLLL , �M L41 J / . \_ . 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L l I L U a \ \ a • L/ / / / � / ill (i i ro� LCL LLLiIpLL vv Q Qomv / • �� w vvv �� 3 p L ''� • V ((� Q \ v A �i v v A 4 L`rLLL I�p1�LL U!� � ./ 3 �� v v � /� � v �+ G � C� M l3 I—LL LLL, ��.2�// / v v % v v vv v_v LLL \ LLL OQQ�j \ \y 3 y C \ I II \ \ a U // \ \ ti r \ I I I I I 1 1 I v vvv v v v `v ° V v v�/�/� V v� •� y �/ Z LL v v A L III V 1 v1 v iM. 44 A-31 > / 0� \ \ 1 V 1 \ 4J // \ V' 1 \ 1 I I \ \ L I s LIt L�i i vv\vIv v v v v • 3 LI \\\\\ \ I T \ \\\ \X\ ` ! V A VAvvvv v\ \v 3 _� � I h = -�.-- -_�? , / �� � I ✓ � _ V A �" �(�� v � 7 vI\L4� La vvvvvw v v'✓ L LL�LAlV V v v A\ \ `v \\ 1 ' \ V • ♦ V.. V tV\V v \ LLL\ \L 6, L °\� / \ ' \ 1 ,� ' / �I \ _ .I I it vvA� - �• �' 7 \ - ' I I / �v A v a QQ�► , � v L v LCL' /L Lv7 v �-�LIL LLQ ' --. L� I I� �. y v vv �� _ A 1 �L� NOTE: \\VAA� _ w� vv \ C,�LLLGr�IL ALL PRIVATE ACCESS DRIVES (PAD) GREATER \ \\ / THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE\ \ \ \\ \\ C \ \ I 1 \ I, \ TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. ; _ _ \\\\ \\ \ . y. \ \ \ L \ \\ 3 I L LCL vv vv �vvvvv ,y � \ \ \ \ LTL\L - \v vvV v \ V A \\, v Vv L LCL \ �v���vv y� \I �� I\LLc_— I ' —-- •� Vv\VVAV\AV AA �L� Vv� v Vvvvv\vv SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. \\\\�\\\\ \ '�' \ \ \\� L�� ',/ / —•� • —s •-.�� \ 1 II\\ ��� \\�\�--\ \\\ \ v �`v vv A1VAIVA Vv�LL vvv v�{\ vvvvA \ \\ \\� \\ �\ \ L. C r • \\ \ p vvv�LI PTS DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM \, \ /, ll-_ L��L 1 / l� e I ` --� I'r �\ \ \, \� \ \� \. \�\ ♦ I\ \� \�♦ \ \ LLL HATCHED AREA DENOTES PROVIDED OPEN SPACE100 O I' 100 200 SGALE: = 100 V z # a F W?� Oy+ N V N O � N b N C co n c W X50 3�3 gaQ> W H aE, Lu am it o�� �?a zo w � C o� 4 DATE: 8/21/2019 SCALE: I"= 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 8 OF 14 19-24 U # a F W ru I 0 gaQ> -z4 H aE, LL am it o�� rLz"wo U viz �ywE- z QLL W °F U co co p QQ�Q z .0 � W (f) wxo O O W DATE: 8/21/2019 SCALE: I"= 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 8 OF 14 19-24 ------ rL----------- - - ---- \w. . LL LIILLLLLLLLLLL\LLLJ—L" LLL -/LL -L LrLLL Li�LL v , w >L „ L'LL�LLp� L���LLL �I,L v vv�vro/vLL w� —LLL LLI-LL--LLLL A\ \vv / vv \ \� wl \I AA I-LLLLLLL .` LLLL/ -- / I \\ \\\ \� `\ \\kyy \M•\ B��O lc LLL \\ 3•y� \ \� \ \ \\ \\ SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. `\ \ 11 ` \I �> , ,/ I\ \ \\ Iii (� � � /' �-/ � \\ a� � � •�. � a ° / � �,� �r PTS DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM / 1 1 ( / V A I A V I I ( LLL HATCHED AREA DENOTES PROVIDED OPEN SPACE �� co v T.M. 44-A\ 31 NOTE:\ O \ ) \ I ALL PRIVATE ACCESS DRIVES (PAD) GREATER / / / / a) \�— J— \ \\ \\` \ �i \\ L — \ / \ \ J / / / — ` L L 1 \ / \\ THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE / / / L\ \ L \ \\\ \\\\ \ \ /v° L� \\ \ 3° �• 1 \ h -* I _ L L TURNAROUND PROVISIONS FOR FIRE AND RESCUE\\ \ \ Q �Q/ APPARATUS AND SHALL MEET MINIMUM \ / �- \ \\\\ \ \ \\ -(�\ \\ \ \ \\ INTERNATIONAL FIRE CODE REQUIREMENTS. \\ \ \\ \ LLL\ L L \ LL� \ LLIL .LLL •Ip\ v— \-LLLLLL LL \ LL\ \ ISLv v -L vLLL �Iw \ /✓�� \ : \ry 3 /�:�' �LLLLLv�;_;;/� v ® v v vL `LLL �_/Ivv v �•3 �v v LL \ r \ w vv oo/ IRK /- -'�) �v v w S� ��� v� . 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No. 32809 �SSIONAL �a a E, W F4 I E- V 0 gaQ> a _ Q CL F amW0r4 z 0 OJw �U ul W z a¢U E- w LL O CQ Q < w rZ v J 03 O E- C)cl) j DATE: 8/21/2019 SCALE: 1" = 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 9 OF 14 19-24 v ,/ \ -X 4kt 7'4' 4d_XT292B\ \\ I/ \\ SEE SHEET 6 FOR RESIDENTIAL %-( \ SNOWDEN BRIDGE PUBLIC DESIGN LOCATION. r�jp - \ — PARK ACCESS ZONE AREA ZONE/A \\ The Applicant shall provide access to the public park for / / / / \ 1 V \ I \ / ` residents of Snowden Bridge. Acess shall be provided from PIS DENOTES PRIVATE PEDESTRIAN •\ \ \ \ ` — / i I I / / / % / — \ \ \ \ I .Q \ f / / / ' a local neighborhood street at a point reasonably acceptable TRAIL SYSTEM \ \ \ I I / , , \ �\' \ \ i� \ • I to Frederick County Parks and Recreation. Exact location and design shall be approved at the time of Site \ ' C y� / \ I I I I \ • \ \ _ \ /(yCq,q I r Development Plan approval. HATCHED AREA DENOTES �I— PROVIDED OPEN SPACE Rrc��--'// NOTE: ALL PRIVATE ACCESS DRIVES (PAD) � I \ \\,�\\\ \\� \ � _ ` � \ � \ �` � � �\ \ �� � _ // / � \ \ � GREATER THAN 150' IN LENGTH SHALL L 1 y \\\ \\\ \ \ QS a /\ \ \ \\ \ \ Ji — / \ \ PROVIDE ADEQUATE TURNAROUND �( \ \�. A v\ �\ \\� �: J!K�„��' � � \ \\ \ \ PROVISIONS FOR FIRE AND RESCUE \ _ Y d'\� k� c \�\\ \ \ \ \ \ \ \ / \\\ \\ \\ APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. 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No. 32809 )6e ° 8-ocr Lv,9 n U a E- W � � 0 I E- Q a q �LL rz�E am 41owz Z O � Liu W � �j It O <.4 °xo� CO �oE- rr � PQ DATE: 8/21/2019 SCALE: 1" = 100' DESIGNED BY: KDP FILE NO. 27608 SHEET 10 OF 14 19-24 \ "I ` '� `/ I ,1/� •/ \i ) /c v— =N/— ���•'�/ ,. —•—T // ' —/ • ,i'v_.'• v • v v—/ /,% f%/ , r / // i / J /I i /1 [,.i / �11-1, - \ ' �=7F�V�y�,--/'':/\ 'T'YpX-'vG�' � / / J •�/V \. i/�,� ��/ y __ \\ J•(� \ n\ \ �' I\ I i I t ` 1 l 1. -•/ / _ - � • pct' _ � _ .� ` \ Lu LuOral" ------------ \ -. a //' , ,' /,', _ - - /�_�-{� 'l 11 I �bQ C i --'',y/ / '�'!/ � V� ` �� -------------------------N7�' ` J _- -' '�' �/ C ' V - ` / \` \ �� � ` • // .' / i ,' „ i , _ ' — ------------ 1 1 / / , O l ✓ — — __—_ / of 6y' \ �` v // , _ _ __ - '-'T ,, /v' _ Y \\ \� \� \ '�,i i l I i i / /l I 1 / / /' /-!'-' ..r�, \I\ - eK '_/: , \ llf I II it r 1 ; /O `_ / "• 3' `r 1 \ \ \ \ \ -` '6 —_— — — _ \Alm. \ i \`\, `.0\; V I \ % x 11\ Y„✓�!"/ 1 � � \ �---- •; '� ' �d�•�\,,Vc `��/ '• , }-p _-s ,. =_ - _ �� _---�'-�_ � ���-'ate l____ I ; _C/•�,� \`W\\ ,\\,\ \,\, \ .,\ ��� ,6 �'S:fl \�j''�' \ °:Aq` ., �yY-- �� "•'`wY',•.•r W T+/I+i- \ \\ \ \`` ii' �/�.�,'/ /, ,\�\\ / ,'%i'J'_;'$� _ /�____ / _ -�__ `\� L.'l i�iic� , /- >. \ .\�l �j(\ ` `�\\,\;;\ \ \�_, ",�.r1” �„ •n ",�+" _\\ \ \d,F,Y' �`` , ,.v.ril. �/ 'xcd!_ -- - \�� I i� IS __ `� _ 1,,,..•. _ w w .... ; i'',._. 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'� ______ _� _ -' •'/� /i /' �r ''i �/ � i ,ir � -' �'' '%%” %moi%ids; =_ =�=5;='�� DATE: 6/21/2019 � ll I SCALE: 1" 100' ', v�'�,� }✓ -x_` _ ��`\___� yam` `_ \\\ c- _`-__-_ - / / '% i�' -'/ ''%SSSS=,�� ;S_o;S_ '`�; __ _- - _ ____ \\ _ `� _ _��.,-S____-s _--_-",'% -•�' '/ r I�I _- o':/ -o- /'` _ __-- -- _ ---- / r ---- - ---- - - ---------- DESIGNED B Y: XDP FILE NO. 2760B 100 0 100 200 SHEET 11 OF -14 scA!_E: V = 100' 19-24 \\\ �\ �-� --/ � //, /1 I I I �\\\ \y�\\l \\\ \\ \ _� \ ` \ \ \\ \\ \I \\ \ \ �///I \'f-r�/I7-J I/rIT�Tr \\oiLLI { \ \LLQ ' y ' I C Ul o IN co 77 ILU R,g `T�1�� L L L I` L \ �) �5�, 1 yy/�.�\\�\\ _ LCC — ` _ _\T — _�L —}—�I �\��\—ICS ' ' /i`` �k \ \\/� W L4 ' l��i� - / • ° _ °�L _ \ � h—�`�L\ / / / 11 \\\\ \ \ r\\\ �\\ \ \ iiL� � // y I\ I I \ / /-' Lu fI / v A 1 Al i A v v V v �vv v A 1 111 \ v v of _ \ \ I —as \ \\ \ �\ \�1I� > L L _ \L14\ \�0\\\\\� \\\\\ \\11\ III�\i/�'// / ,—__����4�����__`'��; \`\ 11\1 \\ I/ I 11 1 A \\ 1, LLL C LI, 0 \�1N�� \\ \\ \\ \\�\\�\���V\\` ���\ �\\�\�\ \\rc«-\\\�\\�J�\ _ \ \ • -� L�LLy L1`L_J:�L�G'C 1'� \ \ / l \ \\ \ \ \ \ \ \ \\\\\=\\�'\l( 'l �\\\ \\\\\\\�\ \ \ \ \� \/ \ 1� 1 \ \ \ \ \ \\\� `\ �/`y�_�\ L -L \ L1 H N N _ \\ G \ \ \ c _ _ _ –\ \��\ —\ \ \ y \ \ LL\L� L� \\\ 1; 1 \I \\_ r //f !✓N--- -- \ / 1 l..%1. \\ \ \ \ \ \\ ��Y \ L L \ \ TH -_- V A v y�Ay� A v vvv v v �\ \lll/�I� \\\ \ S` Lic.No. 32809IN8 AT V 7V �F \ LVAi vvv \ / AL11 V �' s\ ' /wvvAv� --- _ �IlI \ 1\ \ / / / \ \ \\ \\ \ \ \� \ \ \ \ / / / / \ \ \ \\ \\ / I I \Iy.I /., Lam , \ / \_: \ \\\\ \\ \ \` \-__\\ -R/� I`. / / / / / v' �I • \ r \ \ \ \ \ NN \ - / / I \/ \ �M1 ' \\ \ \ \ \\ - tel• - / I L}\4-\ \\ \�\\ \ \\ \\ \ vvv vvv y --- v AA\ \ Av v �fl III 11\v � � y � A /4��� vv vv v��wvvvA �// ---- � �� 1 � � \ V�VAA \VAAIII , A �• °°°���SSS \ - — \ \ \ \ \ //y �� ] v VAV A V `C✓ �1� vvv v vV`v; vv vv v A ,1 �/J� \ \ �� / \ \\\ \ - -- 1 Ir F4W -- \ // -------------- �I I I I \ \ 1 1 \ ✓ I1III�\ \ I \ \\ /' / �, \ \ /rA `/G ✓ / \ \�I\\\ \\ zIN. i!]d _//vvv���> �O // / / / /� ' / li / \ \ \ \ \\ \ \\\ \\ LL F E- \\\\ \� ISL Z E \\� \ \ \ 1\\\\ 1 \ r M W Z VI jl A� ��VAV�A\ v vv 1 I / P W O I I/t.l 1 \ �\\�\ \\ II \\\ \ \ \ / / // ' ' / ' / \ \\\\\ H \�\\ �C/ III /. \ \\\\ \ / `�� r\ \ \\ \ ---\ — / /// \__ ' -J I \ U o Q \\ J/ /i/ I W \ v_ /, I 1 1 .-, U\ \ \\\ ` ,►� \ / \ l�J a ¢ U 1 1 1\\I I 11\ \\ \\\\\�\\�\\ � � � � /V / / / I I IIII \\\ \\ \ \ \\ I 1 \ `�L���.�. \\ \\ � � � \ / \ _ / / ___/ / I I I — � \ / 1 \\ � ..� — J I -___' �/ Q l ° I / • I 1 1 I , � � E� R' 111111 111 �\ \\\\�\\\ \ �IIII�II(I / \ \\\\� \ \ \ \\\\/J I \I� ✓r /f p \\\\ r-��`� \ \\ �L\6?�4i� \-`- / '-//1I,Ij-\„ / /_ \ r /// ^ l 1/ r0. / \ \ - \\\ \ I I \ / r- / / \ \\ \ \\ / \ -\' \ \ \ \ /l I� L �i-�'� / / / �\ _ __ / / / / , O W 1\III \\\\ \ \\\\\ 4. x\o \ i \ 111\1 l \\\\\\\\ \ \ \ \ \\ \ r \ \ \ \ _/ /// r Jll I \\\- / ' /--' / // 111 I - - - ' / ' ��' // ' f z W q O I\\\\\\ \�\\\\���\r` _� 111\\ /' /i / / / ^ - / / / // I WO E-� \\\ \\ \ \ \ \ / \ O (lll / y -1/%l \\ I \ �\ � / 1 \ \_ IIII O � \� I \\\\�\\\\� \ \ \\ �� \ \ / / 1 I IIII \ \\ \ \ \ \ � ' O/I f I I I �- / � - It 1 I\\ \ \ \\\\ \ \ \ \ � — — — — ---- �-�/ /// / I II I II \-#\7\\\\ \ 1 1 1 \ 1\ \ \,L� 111 1 \ \`_/ /---' / � 1 \ \\ 1 � � / / /^�� �_ / / / \ / / I1 \\'� • \\ \ \ \ - — — — -- / / // //// \\\\ \\\\ \\\\\\\ I re -11 \ �\\\\ --- --- ---' \ \ / \ \� \ i r / I I II\\� \ N. LL DATE: 8/21/2019 \ \\ - /\\\ 111 \\ �\\� \��� / / \ / _ SCALE: 1" = 100' DESIGNED BY: KDP r9 NOTE: PTS — DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 1 S IN LENGTH SHALL Imm 0 100 200 FILE NO. 2760B LLL HATCHED AREA DENOTES PROVIDED OPEN SPACE PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE SCALE: 1" 100' SHEET 12 OF 14 REQUIREMENTS. 19-24 /,�\ 10 Lu Us \ ✓�\ �C r \4� \ R`TD/i/ \ / %�N f '� / ®/p _Xi\` f7� \ i� W ©1ROO Al %l �� A W \\\\ �_ ` �W./ \✓� (��\`\\\ \�\\\\\!\ \ \ � \ �\1� \ \ \\\��\ l /`��/ / � �® Q � \07 �\ odT, Sala BRESIDE v A SEPA ONBUF 150 \ \ \ \ \ \ _ _ \ DISTANCE SCF(�PN'4 I a� ° A� \ V A I A�V AA 11 I \I� �_• I��\ VV � �� v � \ V � �---� — j/ /v v v ��' `/� fz \ \ \ \<11 w \�Ir��1 rTl\\ j3�) Tx of \ >��- � �� RANDY L, EPL 9 1 LIC. N0. 32809 o A80A fj • ; , I 11 "\\ \I \ \ \\ \ � Y � � \ � _ / , �� /,"I�� � ot DIE l 11 It W Ui IL Q. .� ` °°� Vs� ^� �� ° '� ��r�� _ •'��' .- — � ` _ —�- — �' � �i.\� — �1� I /`�/ � ✓ � ��i �`�`��r-1\!� � \ /� \ \\ �`�� Y � II X. W W Z J W � a 11 1 z x �1,� ��- \\ \ \\ L w q LILI LI1 a a U — PTS — DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. 000 E- cr 1t`=�-�- \\\\II f' --------- 11/l I '/ /'/ /,------ --- — — — — vvvv ` �v AAV AA V0VAIIII IIII Illi /l/ — -- ----------�- ----- ' - _ --------''\\ \\ \\\ \\\\\`r\ \ \\ \\\ \\• TYvf \\\ \ 1 \ \ \V \ \1 \ \ \ \ \ \ \ \ e \ \ \\ DATE: 8/21/2019 SCALE: 1" = 100' NOTE: DESIGNED BY: KDP ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 150' IN LENGTH SHALL Imo 0 Imo 200 FILE NO. 2760B L L HATCHED AREA DENOTES PROVIDED OPEN SPACE PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE SCALE: P = 100' SHEET 13 OF 14 REQUIREMENTS. 19-24 PROFFER STATEMENT SUMMARY STEPHENSON VILLAGE RESIDENTIAL PLANNED COMMUNITY Property: 794.6+1- Acres Tax Map Nos. 44 -((A)) -31A, 44 -((A)) -292,44-((A))-293, and A Portion of Tax Parcel 44-((A))-31 Stonewall Managerial District, Frederick County, Virginia 1. COMMUNITY DESIGN MODIFICATION DOCUMENT: A. Allows R4 District B. Generalized Development Plan * The Applicant has proffered a Community Design Modification Document that is attached and incorporated by reference herein as Exhibit F. * The Frederick County Board of Supervisors agrees without need of any further Board of Supervisors or Planning Department approval to any modifications for any matter which has been previously agreed to and therefore approved by Frederick County. 2. PHASING PLAN: A. Additional Proffer Payment * Frederick County may assess the Applicant to effectively double school related proffers for each student that exceed; a cumulative yearly total increase of 60 students per year B. Limitations on Permits * The phasing allowed quantities shall be limited to 81A per year on a cumulative yearly basis beginning with the date of approval of this rezoning based on the following formula: * (2,465-800 to 1,300 range of age restricted units) x 8°lo + unused permits from prior year(s) = maximum non -age restricted permits for current year * Any units not used in a given year shall be carried forward. 3. USES DENSITY AND MIX OF HOUSING TYPE: A. The applicant shall develop a mix of housing unit types to include those single-family detached, townhouse, and multifamily housing unit types described in the Land Bay Breakdown Table in Section 3A(2) and further described in 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 density calculations. C• There shall be a unit cap of 2,465, exclusive of the affordable housing for the elderly (Section t on the subject property. D. All land uses within the B-3 District and the M -I district shall be prohibited, unless otherwise permitted in the RP District, the B-1 District or the B-2 District. In no case shall truck stops be permitted 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 amount of $5,327 per residential unit * The Applicant will pay 100%ofthese impacts through monetary contributions and land donations to Frederick County, unless otherwise specified by the proffer. * The parties agree that the values used for the land donations, of $30,000 per acre, are appropriate and acceptable. * Monetary contributions shall be paid at the time of building permit issuance for each unit. * Monetary contributions will be adjusted every two years by the Consumer Price Index. * Any units not used in a given year shall be carried forward. * The per unit monetary proffer for single family, townhouse and multifamily provides for: $3, 925.00 for Frederick County Public Schools ($4,135 per unit model less $210 for land donation $635.00 for Frederick County Parks and Recreation ($889 Ger model less $254 for land donation) $400.00 for Frederick County Fire and Rescue $145.00 for Public Library $152.00 for Administration Building * The Per unit monetary proffer for active adult units provides for: $635.00 for Frederick County Parks and Recreation ($889 per model less $254 for land donation) $600.00 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: $800.00 Total for Frederick County Fire and Rescue 5. MATCHING FUNDS FOR TRANSPORTATION ENHANCEMENTS AND/OR HERITAGE TOURISM: A. The applicant shall contribute $75,000 in matching funds to Frederick County to be utilized for transportation enhancements and/or for the promotion of heritage tourism. 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 fund. * $50,000.00 to be paid nine months after zoning approval. * $50,000.00 to be paid within thirty (30) days of issuance of the 500th building permit not later than December 31, 2008 * $50,000.00 to be paid within thirty (30) days of issuance of the 1,000th building permit not later than December 21, 2013 * $50,000.00 to be paid within thirty (30) days of issuance of the 1,500th building permit not later than December 3 I, 2018 7. TRANSPORTATION IMPROVEMENTS: 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 Onnps to U.S. Route 1 I (Martinsburg Pike) (b) Provide landscaped areas along, within, and/or adjacent to each side of the Major Collector Road in accordance with section 22-A (c) The median will be vegetated with a combination of both woodland conservation areas and grassed areas supplemented with landscaped plantings. The Applicant will have a maintenance agreement with VDOT 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 travel lanes and are properly marked and signed. (e) Prohibit individual residential and commercial entrances from intersecting Milburn Road (Route 662) (2) Inter -parcel Connections (a) Provide Inter -parcel connections between land bays to the extent reasonably possible (3) Private Streets, Alleys and Common Drives (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 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 (I6') wide easement having twelve feet (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 turning radius of 25 feet. * Private alleys, intersection, public or private streets shall provide curb cuts extending two feet beyond the paved edge of the standard alley width. (c) Privare Streets * The Applicant shall provide for a minimum travel aisle width of 24 feet for private streets fronting alley 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 (ii) Minimum depth of pavement section shall be a four -inch compacted stone base and six inches of concrete or equivalent material. (iii) "No Parking" sign shall be posted at the entrance to the courtyard. (iv) Fire Hydrant provided at the entrance to each comer drive to the courtyard clusters. (v) Visitor parking areas will be provided outside of the courtyard cluster common drive area. 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 improvements proffered. * Frederick County to attempt to acquire such rights-of-way and/or easements by appropriate eminent domain proceedings at the request of Applicant * Applicant responsible for all payments made to property owners for rights-of-way and/or easements so acquired. C. The Applicant will install full size entrance improvements with right and left turn lanes at the intersection of Old Charles Town Road and the Major Collector Road during the fust phase of development. D. Old Charles Town Road and U.S. Route i I * The Applicant will execute a signalization agreement with VDOT for the intersection of U.S. Route i I and Old Charles Town Road. * The Applicant will construct full size entrance improvements with both a right tum lane and left turn lane on Old Charles Town Road, and a right turn lane on U.S. Route 11. E. The Applicant will execute a signalization agreement with VDOT for the intersection of Old Charles Town Road and the Major Collector Road. F. Major Collector Road * The Applicant will design and construct a four -lane boulevard Major Collector Road for the Stephenson Village Community in substantial conformance with the proffered Generalized Development Pian. * The first phase will be a two-lane half section that is constructed from Old Charles Town Road to the limits of the development. * The second phase of the Major Collector Road will provide for the ultimate four -lane section with appropriate riot and left turn lanes based on the following program: (1) Design of the transportation improvements will begin when 90% of the actual traffic count volume is realized 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 bond and commence construction of the additional lanes to the existing Major Collector Road to its ultimate four -lane section. Pending On-going. Complete X 3. RIGHT OF WAY DEDICATION PLAT X STEPHENSON VILLAGE L.L.C., DATED X X X X X X X X X X ASSOCIATES, L.C. DATED FEBRUARY X 1100000000) X X X ASSOCIATES, L.C. TAX PARCEL 44-A-292 X (INSTRUMENT NO. 1100000000) X X X ASSOCIATES, L.C. TAX PARCEL 44 -A X (INSTRUMENT NO. 1100000000) X X X "' � 6' X X X X X X X X X X C5 X -,J n X ( X X X Z�) �;t WWF X X X r. X X X Q X X X X X `,Zr P4 X X X X X V) X X X 3 X X X X X �' 0. 0� X X X X (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 I using the existing bridge. (4) Once the actual traffic count 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 I at the Rutherford Farm Industrial Park intersection to include right and left tum lanes on the east side of U.S. Route 11. Thec$ Applt nt agrees to enter into a signalization agreement with VDOT at the U.S. Route ! ]/Rutherford Farr Industrial Park intersection if traffic signalization 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 southwester entrance to Stephenson Village near the Rutherford's Farm Industrial Park intersection reaches 7,996 vehicle trips per day on the Major Collector Road, the Applicant will bond and 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 i I interchange at Exit 317. S. 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 Village 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 an agreement in recordable form 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 Ill 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 permit 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. Stich trails or sidewalk system shall be constructed of stone dust or wood chips 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 run 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 as 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 properly: 80% of the occupied residential units shall . be 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 fifty-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 (5 5) 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 (1) All other residents must reside with a person who is fifty (50) years of age or older, be a spouse, a cohabitant, an occupant's child eighteen (18) years of age or older (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. (4) Any amendment must be in accordance with applicable local and state regulations governing age 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 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 tine 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 HISTORICAL 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 for 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 18 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 X X X X X X X X X X X X X X X X X X X X X X X X X X 15. COMMUNITY DESIGN A. Design * Provide an overall continuity of design within the community B. Architecture (1) Architectural styling of Housing Unit Types I through 4 constructed in accordance with the Housing Unit Types Exhibits. Housing Unit Types 5 and 6 shall be compatible with Housing Unit Types I 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. (2) Fire Protection System * Courtyard Cluster and Cottage houses will have a 13-D sprinkler system in the home and the garages. D. Lighting * 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 located on sites dedicated for public use. 16. ENVIRONMENTAL FEATURES: A. Environmental Features and Easements: (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 floodplains, 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%) or greater, except for trails, road crossings, utilities, drainage, and storm 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. (ii) A (20') wide buffer shall be provided outside of any platted lot immediately adjacent to the 100 -year floodplain. (4) Resource protection areas identified for the Hiatt Run Corridor and the Wetlands Intermittent Ravine Channel 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) Native 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 planing 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 4vill 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: * Constriction 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 * The applicant shall provide the location of the resource protection areas as a component of the Master Development Plan. 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 vn Village shall be serviced by a commercial trash pickup and waste removal service. B. The area immediately surrounding each duumpster 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 I 1 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. C. Water and Sewer Lines * Time Applicant shall construct water and sewer lines in conformance with the Frederick County Sanitation Authority Route 1 I 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(S1: A. Creation of Association(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 time 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 X X X X X X X X X X 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 futures 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 I" (Carriage House): * "Housing Unit Type 2" (Non -Alley Carriage House): * "Housing Unit Type 3" (Cottage House). * "Housing Unit Type 4" (Courtyard Cluster): * "Housing Unit Type 5" (Modified Single Family Detached Lot): * "Housing Unit Type 6" (Modified "Townhouse" Attached Dwelling): * "Housing Unit Type 7" (Elderly Housing Dwelling): 22. STREETSC.APE 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 often 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 fumes 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 monument style with similar design and materials as the community entry feature signs. * 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. Pending X OF STEPHENSON ASSOCIATES, L.C., DATED APRIL 28, 2005, REV. X 3. RIGHT OF WAY DEDICATION PLAT X STEPHENSON VILLAGE L.L.C., DATED X X X X X 15, 2006 (INSTRUMENT NO. X X X X X X X X X X X X X 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 futures 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 I" (Carriage House): * "Housing Unit Type 2" (Non -Alley Carriage House): * "Housing Unit Type 3" (Cottage House). * "Housing Unit Type 4" (Courtyard Cluster): * "Housing Unit Type 5" (Modified Single Family Detached Lot): * "Housing Unit Type 6" (Modified "Townhouse" Attached Dwelling): * "Housing Unit Type 7" (Elderly Housing Dwelling): 22. STREETSC.APE 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 often 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 fumes 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 monument style with similar design and materials as the community entry feature signs. * 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. Pending On-going Complete OF STEPHENSON ASSOCIATES, L.C., DATED APRIL 28, 2005, REV. X 3. RIGHT OF WAY DEDICATION PLAT X STEPHENSON VILLAGE L.L.C., DATED X 2006 (INSTRUMENT NO. 07006356) X 4. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 1, DATED X 15, 2006 (INSTRUMENT NO. X X ADJUSTMENT BETWEEN THE LANDS X ASSOCIATES, L.C. DATED FEBRUARY X 1100000000) X 6. FINAL SUBDIVISION PLAT OF THE X ASSOCIATES, L.C. TAX PARCEL 44-A-292 X (INSTRUMENT NO. 1100000000) X 7. FINAL SUBDIVISION PLAT OF THE X ASSOCIATES, L.C. TAX PARCEL 44 -A X (INSTRUMENT NO. 1100000000) X X X "' � 6' X X Z t; X 3C Page 27 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�.r�IN : 7. onald Shockey, *Jr. Ti e: Manager Subscribed and sworn before me this 8th day of Sept. 2403. Smraam (Typed Name of Notary) 4PuZic My Commission Expires: -A.-30-2004 N unary BOUNDARY INFORMATION REFERENCE: 1. DEED DATED OCTOBER 15, 2004 (INSTRUMENT NO. 040021293) 2. FINAL PLAT FOR BOUNDARY LINE ADJUSTMENT BETWEEN THE LANDS OF STEPHENSON ASSOCIATES, L.C., DATED APRIL 28, 2005, REV. NOVEMBER 26, 2006 (INSTRUMENT NO. 070405227) 3. RIGHT OF WAY DEDICATION PLAT OF THE LANDS OF BROOKFIELD STEPHENSON VILLAGE L.L.C., DATED JUNE 1, 2006, REV. DECEMBER 8, 2006 (INSTRUMENT NO. 07006356) 4. FINAL SUBDIVISION PLAT SNOWDEN BRIDGE SECTION 1, DATED AUGUST 28, 20(15, V. DECEMBER 15, 2006 (INSTRUMENT NO. 070006358) 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) 6 2 W, 40 M�A W UJ eq W o is N v � �4 .?s +No as [. - ` E. : "' � 6' 4 Z t; 3C UJ UJ C5 -,J n t '� � 0 t, � , ( .;:! a 1t -22 =:1?6 Z�) �;t WWF c0 r. Q M .5 `,Zr P4 d V) 1 3 F4 �' 0. 0� l% 1~ O U W CV QCV cs 11 i .n `iH 0� RA L, KEPLE t' iO. NO. 32809 Q `D z � -ZZ->),T Xil ,G 0NAL U Fi E --'r W* W(3 P4W P4 U) < i �', C) U) I 1-4 i r_ s_� � PC; Lieu F4 U y-+ y C Z '4 5 E d W " r) g Cn Cn �U 0 Q 6 0 a O W �" X -r3: " E -r �4 -0 U) r--1­4od � Q I � PrX, 0 �i C) 01111 W �T, Z P, U) X C) Q U) X M DATE: 8%21%20119 SCALE: � N/A DESIGNED BY. KDP FILE NO. 2760B SHEET 14 OF -14 .9-24