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HomeMy WebLinkAbout02-17 Design PlanGENERAL NOTES VDOT GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia e Virginia Erosion and Standards th u Gni County construction standards and specifications and/or current VDOT standards and specifications. Department of Transportation (VDOT) Road and Bridge Specificationsg and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent construction, must be provided prior to issuance of the site development permit. The approval of these plans in shall govern. no way relieves the developer or his agent of theresponsibilities contained �m the Virginia Erosion and Sediment V2. Aconstruction shall comply with the latest Departmentartment of Labor Occupationalationo1 SafetyetY and Healt Control Handbook. Administration (OSHA), and Virginia Occupational Safety &Health (VOSH) Rales and Regulations. ulations. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall b - -w VDOT's Work Area Protection Manual. Furthermore all traffic (VDOT) and Frederick County prior to construction in existing State right of ay. is accordance with the current edition of VD T control Daggers must be certified in accordance with Section 105.14(c) of the VDOT Road and Bridge 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Specifications. required under State law. and all utilities including for relocating, et his expense, an a Thedeveloper shall be res responsible g V4 Th g. P Y P unlit companies. VDOT or rivate public boxes, controllers etc. owned b P be held traffic signal vies unction x s. P hint inspection hill P I e determined b VDOTpersonnel. "Ag 5. The enact location of all guard rails will b y 1y p y with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation It is the sole responsibility of the developer to locate and identify utility facili Nes or items that may be (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia developer from this responsibility. Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Desiggn features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a revision shall be the responsibility of the developer. representative of the developer must be available at all times. V6. Prior to initiation of work, the contractor Shall be responsible for acquiring all necessary VDOT land 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic use permits for any work within VDOT right-of-way. Control Devices (MUTCD). V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, B. All unsuitable material shall be removed from the construction limits of the roadway before placing j embankment. utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any 9. All pavement sections on the approved plans are based on a minimum CHR value of 6. CHR values less undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner, required or requested inspection. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent on the pians and as required at the field inspection. public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be properties affected by this project shall be maintained through construction. The Developer shall have, minimum 6" diameter and conform to VDOT standard SB -1. within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices Virginia Litter Control Act; no less than and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly 12. Construction debris shall be containerized in accordance with the Vir H rectified. one litter receptacle shall be provided at the construction site. VNO. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to end of construction. entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum times. thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V12. Any unusual subsurface conditions (e. unsuitable soils, springs, sinkholes, voids, caves, etc.) sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, encountered during the course of construction shall be immediately brought to the attention of the and connections to existing lines. engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. 15. All sanitary sewers and water mains and appurtenances shell be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the present to insure the sample obtained is representative of the location. When soil samples are submitted contractors responsibility to verity the exact horizontal and vertical location of all existing utilities as needed to private laboratories for testing, the samples shall be clean identified and labeled as belonging to a prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility pproject to be accepted by VDOT and that testing shall be performed in accordance with all applicable verification and the proposed construction. GOT standards and procedures. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be result of his construction project within or contiguous to the existing right-of-way. compacted in six 46) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street 18. When grading is proposed within easements of utilities, letters of permission from all involved companies right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be p y p P gr g / submitted to VDOT daily, unless specified otherwise. development permits. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans end/or as 19. The developer will be responsible for the relocation of any utilities which is required as a result of his specified by VDOT. project. The relocation should be done prior to construction. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in VDOT minimum design standards and is the responsibility of the developer. accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. be an Prior to VDOT acceptance of any streets, all required street signage andpavement markings be installed by the developer or, at VDOT's discretion, by VDOT on accountt receivable basis following 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering the Manual On Uniform Traffic Control Devices. at (540) 662-4165 immediately of any discrepancies between actual field conditions and the approved plan. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction Copies of all invoices for materials utilized within any dedicated street 22. Controlled fills shall be compacted to 957. of maximum density as determined by method "A" per standard right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit proctor AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be certified by a registered and total prices may be obscured. 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. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. excavation or demolition. Names and telephone numbers of the and operators underground utility lines in 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. Frederick County appear below. These numbers shall also be used to serve in an emergency condition. Brill Asphalt concrete _pavements shall be placed in accordance with Section 315 of the VDOT Road and 24. All utilities to be located underground. Bridge Specifications. ensity shall beti determined using the density control strip i f specified in Section FCSA CONSTRUCTION NOTES rep and hallVTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip 1. The Authority's Water and Sewer Standards and Specifications are available at www fcsa-water&om. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the 2. The contractor shall adhere to the Authority's standards and specifications in effect at the time foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for of construction. approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design 3. The contractor shall coordinate with and arrange for inspection by the Authority. and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. 4. The contractor shall connect a new sewer line to an existing manhole b core drilling the manhole. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced g Y g below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the 5. A new water (or forced sewer) main shall be connected to an existing main by a wet tap. The engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT d encountered and cast -in-place - Standard, where rock is enc r t d PB 1. Contra to the Stan P and Bridge Standard W shall be Road i'Y d make the to An Application for et Ta g all needed material an P Authority shall furnish P PP ' submitted and the initial tee paid before tap is made. box is proposed, the thickness bedding shall The ti six inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design end/or need for foundation stabilization shat 6. Exact locations of water and sewer services on new lines are to be coordinated with the be determined by the engineer and approved by VDOT. inspector. Authority's p V23. Approval of these plans shall expire three (3) years from the date of the approval letter. 7. The Authority's maintenance division shall furnish and install all water meters through V24. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as 2 inch in size. It is the contractors responsibility to have the meter box assembly installed specified by VDOT. correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in coppersetter. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT b. The frame and cover shall be set to final grade. after grading is mostly complete. 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. FIRE MARSHAL'S NOTE B. For services that connect to existing lines: Fire lane ma_rlD_ngs and signage a. The Authority shall furnish and install: Any Roo Parking" signs and yellow painted curb locations will be installed 1. all 5/8"x3/4", 1", 1 f¢" and 2" water services by field inspection at the direction of the Fire Marshal's Office. 2. all sewer services. b. The owner/developer shall: UTILITY CONTACTS 1. coordinate (or have the contractor coordinate) the location of the service lateral with the Authority's engineering assistant Water/ Frederick County Sanitation Authority Phone: Verizon 2. submit an Application for Service and pay the required fees. Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as (540) 868-1061 (301) 954-6282 required). The assembly must meet ASSE standard number 1015 or 1013. Power: Shenandoah Valley Electric Coop Gas: Shenandoah Gas Co. 00 10. All fire lines must have a backflow prevention assembly (detector double check valve or RPZ, as 3463 Valley A 2 P.O. Box r, V p Y Winchester, VA 22604 required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned Winchester, VA 22802 fire line shall also have a fire service meter. The assembly shall be installed immediately before the 1-540-450-2061 ( backflow prevention unit. Radio read remotes are required. Virginia Utility Protection Service 1-800-552-700011 889-1111 11. The Authority shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow prevention device, and/or its LAND BAY DEVELOPMENT NARRATIVE b. fire service line's backflow prevention device. The development of different housing types is permitted to occur simultaneously 12. DEQ must also approve sewer pump stations. FCSA requires a copy of DE@'s Certificate to Operate throughout the various Land Bays within Stephenson Village. In order for development and a copy of the stations DEQ approved O&M Manual. These documents must to occur, a Master Development Plan and Subdivision Design Plan must be approved for be received before substantial completion is issued and water meters released. the applicable Land Bay by Frederick County, all required improvements must be OCT 2011 bonded and all streets serving land uses must be developed to standards acceptable to the County. EXISTING INTERMEDIATE CONTOUR Sheet Title EXISTING INDEX CONTOUR O PROPOSED CONTOUR IOD EXISTINGED GE OF PAVEMENT -- PROPOSED EDGE OF PAVEMENT z mit♦�•II I� ,I ulll////III EXISTING CURB AND GUTTER X}, PROPOSED CURB AND GUTTER 5 TRANSITION TO REVERSE CURB Y EXISIRG TELEPHONE I1NE Land Use Plan and PROPOSED TELEPHONE LINE 7 EXISTING STORM SEWER & Required LandscapArig Plan PROPOSED STORM SEWER Land Use Plan EXISTING SANITARY SEWER 9 PROPOSED SANITARY SEWER TOTAL EXISTING ELECTRIC SERVICE 1 Land Use Plan PROPOSED ELECTRIC SERVICE I1Laad EXISTING GAS LINE ��7 PROPOSED GAS LINE Us Land e Plan PROPERTY LINE 13 EXISTING EASEMENT LINE � 1 PROPOSED RASEMENT LINE 111roffer Compliance CENTERLINE SNOWDEN BRIDGE SECTION THREE EXISTING TREE LLNE ._ ..... ..: - _. FLOW LLNE TOWNHOUSE/CONDO FENCELINE -... EXISTING UTILITY POLE/GUIDE WINE ' EXISTING TELEPHONE PEDESTAL # 120006090 EXISTING WATERLINE W/ TEE ..._ ..._ . PROPOSED WATERLINE W/ TEE SNOWDEN BRIDGE SECTION 5A EXISTING FIRE HYDRANT/VALVE/METER ACRES PROPOSED FIRE HYDRANT/VALVE/METER Tp7 Cl?J • m PROPOSED REDUCER �- 63 PER INSTRUMENT SIGNS SNOWDEN BRIDGE SECTION 5B PARKING INDICATOR 12 ' INDICATES THE NUMBER OF TYPICAL PARKING SPACES HANDICAP PARKING DEDICATION 19.48 ACRES PER INSTRUMENT #140003651 VEHICLES PIS DAY COUNT PER INSTRUMENT PROPOSED BUILDING ENTRANCE -� PROPOSED SANITARY LATERAL CIMOUT - Sheet Title SANITARY MANHOIE IDENTDTER O STORM DRAIN STRUCTURE IDENTIFIER O EXISTING SPOT ELEVATION overall Boundary an joiner ro er les EN 3 z mit♦�•II I� ,I ulll////III PROPOSED SPOT ELEVATION$ X}, ,, ILII%ij� 5 LIGHT POLE Y SEAL Lic. No. 32809 ?L- Sppr PROFESSIONAL SEAL & SIGNATOILE THESE PIANS ARE IN CONFORMANCE WITH THE COUNTY FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE DIRECTOR OF PLANNING AND COUNTY ADMINISTRATOR. OWNERS CERTIFICATE The foregoing Site Plan of the land of BROOKFIEL.D STEPHENSON VHdAGE, LLC is witAi the free consqut.,ajad in accordance with the desires Of under -gne own rs, properties and trustees if any. (t) 1 3 11(0 JqI1s T, eNi ice -President IDAU T(F r Brookfield ashington, LLC WASHINGTON LLC 3201 Jermantown Road Suite 150 Fairfax, VA 22031 (571) 581-4791 FCSA PROJECT INFORMATION WATER AND SANITARY SEWER USAGE WATER DEMAND 291,240 GPD SAN. SEWER DISCHARGE 291,244 GPD 00 O -11 Irl Sheet Title .. Cover Sheet FREDERICK COUNTY n,I Ii I ��� overall Boundary an joiner ro er les EN 3 z mit♦�•II I� ,I ulll////III rO Develo ment an 4 ,, ILII%ij� 5 Developmen re II� ♦ L� 8 Land Use Plan and .1. r A 7 Road Classification & Required LandscapArig Plan 8 Land Use Plan PROPOSED USE 9 Land Use Plan TOTAL 10 1 Land Use Plan SNOWDEN BRIDGE BOULEVARD I1Laad Use Plan ��7 12 Us Land e Plan 1 13 Land Use Plan � 1 14 111roffer Compliance Sheet SNOWDEN BRIDGE SECTION THREE DEDICATION 11.08 ACRES PER INSTRUMENT # 110009016 TOWNHOUSE/CONDO PER INSTRUMENT # 120007685 SNOWDEN BRIDGE SECTION FOUR DEDICATION 13.77 ACRES Sheet Number Sheet Title 1 Cover Sheet FREDERICK COUNTY 2 overall Boundary an joiner ro er les EN 3 Pro ere G and rO Develo ment an 4 Overall Site Environmental Features 5 Developmen re atea a Lon heet 8 Land Use Plan and Sheet Index 7 Road Classification & Required LandscapArig Plan 8 Land Use Plan PROPOSED USE 9 Land Use Plan TOTAL 10 1 Land Use Plan SNOWDEN BRIDGE BOULEVARD I1Laad Use Plan SNOWDEN BRIDGE SECTION ONE 12 Us Land e Plan # 070008356 13 Land Use Plan # 070006358 14 111roffer Compliance Sheet •• The Applicant received approval of a Board of Supervisors waiver to the buffer and screening requirements along Kearsarge Lane and Halo Terrace as permitted in Section 165-203.02C(6) of the Zoning Ordinance on February 12, 2014. TRIP GENERATION DATA PF7nMTNr TTA RY PHRA•A - 02/07/20 PROJECT INFORMATION - SITE LOCATION FREDERICK COUNTY W PARCEL IDENTIFICATION NO 44-A-293, 44 -A -292A, 44 -A -31B PEAK HOUR CURRENT ZONING R4, RESIDENTIAL PLANNED LAND USE AMOUNT IN COMMUNITY DISTRICT TOTAL IN CURRENT USE RESIDENTIAL/UNDEVELOPED ADT OF TOTAL PROPOSED USE RESIDENTIAL PLANNED COMMUNITY 858 UNITS TOTAL SITE AREA 364.73 ACRES - 69.09 Acres (Dedicated) = 275.64 Acres SNOWDEN BRIDGE BOULEVARD DEDICATION 11.26 ACRES SNOWDEN BRIDGE SECTION ONE DEDICATION 21.64 ACRES PER INSTRUMENT # 070008356 480 UNITS PER INSTRUMENT # 070006358 SNOWDEN BRIDGE SECTION TWO DEDICATION 21.40 ACRES SNOWDEN BRIDGE SECTION THREE DEDICATION 11.08 ACRES PER INSTRUMENT # 110009016 TOWNHOUSE/CONDO PER INSTRUMENT # 120007685 SNOWDEN BRIDGE SECTION FOUR DEDICATION 13.77 ACRES SNOWDEN BRIDGE SECTION 2 ADD. DEDICATION 1.35 ACRES PER INSTRUMENT # 120006090 336 PER INSTRUMENT # 120012594 SNOWDEN BRIDGE SECTION 5A DEDICATION 7.15 ACRES SNOWDEN BRIDGE SECTION BA DEDICATION 1.28 ACRES PER INSTRUMENT # 130004699 63 PER INSTRUMENT # 130010307 SNOWDEN BRIDGE SECTION 5B DEDICATION 8.30 ACRES SNOWDEN BRIDGE SECTION 7A DEDICATION 19.48 ACRES PER INSTRUMENT #140003651 8 PER INSTRUMENT # 140003652 SNOWDEN BRIDGE SECTION 68 DEDICATION 8.21 ACRES SNOI/DEN BRIDGE SECTION 7B DEDICATION 7.20 ACRES PER INSTRUMENT # 150001464 163 PER INSTRUMENT # 150012136 SNOWDEN BRIDGE SECTION 8 DEDICATION 19.95 ACRES 710 OFFICE PER INSTRUMENT # 180006094 15 124 25 •• The Applicant received approval of a Board of Supervisors waiver to the buffer and screening requirements along Kearsarge Lane and Halo Terrace as permitted in Section 165-203.02C(6) of the Zoning Ordinance on February 12, 2014. TRIP GENERATION DATA PF7nMTNr TTA RY PHRA•A - 02/07/20 'roject Name: PHASE 3 STEPHENSON VILLAGE TRIP GENERATION SUMMARY - Project Number: W SNO AM PEAK HOUR PM PEAK HOUR 2760B PERCENTAGE CODE LAND USE AMOUNT IN OUT TOTAL IN OUT TOTAL ADT OF TOTAL 210 SINGLE FAMILY DETACHED 858 UNITS 153 458 610 477 268 745 8. SBG 221 APARTMENT 480 UNITS 39 203 242 187 92 278 3.011 7 U 230 TOWNHOUSE/CONDO 780 UNITS 44 215 260 225 11 336 6,796 O 251 ELDERLY HOUSIW-DETACH 531 UNITS 49 88 135 112 63 175 2124 253 ELDERLY HOUSING -ATTACH 144 UNITS 6 4 10 8 6 14 501 520 ELEMENTARY SCHOOL 560 STUDENTS W 65 163 2 4 6 527 710 OFFICE so 000 S . 109 15 124 25 122 147 896 820 RETAIL 190.000 S. F. 143 91 234 460 499 959 10,299 TOTAL TRIPS 836 1.138 1.774 1,495 1.164 2.659 32.726 100% TOTAL INTERNAL 167 167 334 260 260 519 6.003 20% TOTAL PASS -BY 21 14 35 89 75 144 1.545 4% TOTAL "NEW TRIPS" 448 957 1,406 1,167 829 1,988 26,178 76% 'roject Name: - Project Number: W SNO WDEN BRIDGE 2760B Magisterial District: L. Date of Plan: Stonewall Magisterial District 8/15/2016 Owner: w �m Address, Including Zip 3201 Jermantown Road, Code & Telephone Nc Suite 150 Brookfield Stephenson Village, LLC Fairfax, VA 22031 Z J 571-581-4791 w Brookfield Stephenson Village, LLC Fairfax, VA 22031 571-581-4791 Engineer Certifying Plan: Address, Including 151 Windy Hill Lane GREENWAY ENGINEERING Winchester, VA 22602 540 662-4185 APPROVAL Suite 150 E d A DATE: 8/15/2016 SCALE: N/A DESIGNED BY: KDP FILE N0. 2760B SHEET 1 OF 14 13-22 U W W I L. w �m x W O Z J N� w W W'``�1''ax co ,x 0- 7 U Q u w � Y) O Q Q Z W r-1 O VJ 00 a DATE: 8/15/2016 SCALE: N/A DESIGNED BY: KDP FILE N0. 2760B SHEET 1 OF 14 13-22 T.M. 44-A-31 ZONE., R4 X02 STEPHENSON ASSOCIATES, L.C. O P.O. BOX 2530 WINCHESTER, VA 22604 F.M. 44-A-1384 ZONE RA NORWOOD T. O'ROARK & LAURA W O'R09RK 380 OLD CHARLES TOWN RD. 57EPHENSON, VA 22656 S'NO BUC CAA'��R COURT SNOWDEN BRIDGE SECTION FOUR INST.J 120006090 T.M. 44-A-292 ZONE R4 FREDERICK COUNTY VIRGINIA, FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, VA 22601 AAl N 88'4009' E T13'I' / 6 � Q511• E N��6Ap'�� l BN' SAVADEN 6 `�• �r SMOGE 41%j. SECTION 69 ; MST.1 foo do 00 SNOWOEN G /W 4 0j INST.f �t I� 000s�Opl 130oa699 `� R i 404Ss �`9�I1 \INoW op00SNOWDEN w 1 BRIDGE �'• ^% SECTION 513 2 TION 5A A15T/ ��� SEC AZT1.6 130004699 INSTJ 14000'3651 B p° SNOWDEN BRIDGE SECTION ONE Tyc6 M INST J 070006356 ,p8 "ZVQCOON 1 BSN a 44ejA• uC' .PjgSTA BR _ 'y SE IN51.'7B 6 1"0012136 y°4 toG�� N0RTRUYBFjty4Np DWO < SNOWDEN BRIDGE 'a3•� SECTION TWO dict, o INST. j' 110009016 % q 2 d� N6T�• PARJMousE couRT h SNOWDEN BRIDGE SECTION 7A 6 U,Q ? MSTi 6i� 140003652 See , o O Ab 7 T'4a 4g 9 T.M. 44-A-29 ZONE.' RA w T.M. 44-A-293 JUDITH McCANN SLAUGHTER IV h ZONE R4 562 MILBURN RD. I V V BROOKFIELD STEPHENSON VILLAGE, LLC WINCHESTER, VA 22603 i 0 3201 JSU� 150 ROAD T.M. 44 -A -31A ° FAIRFAX, VA 22030 ZONE R4 ° $ ti 94.31 AC. STEPHENSON ASSOCIATES L.C. EV h P.O. BOX 2530 WINCHESTER, VA 22604 =. I 1.9 W T.M. 44-A-318 m ZONE.: R4 L4 BROOKFIELD STEPHENSON VILLAGE, LLC 3101 JERMANTOWN ROAD SUITE 150 FAIRFAX, VA 22030 as. 18.95 AC .. ,u19'10'E Q BOG C��� o T.M. 44-A-292 lF ZD ZONE., R4 Q �G FREDERICK COUNTY VIRGINIA, �y FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, ✓A 22601 00 /411 4� L F IDG EN BRIDGE SECTION 10 r� T.M. 44-A-3fA ZONE R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 SNOWDEN BRIDGE SECTION 8 e �4 x.60 c oo a%, qQ. BEARMG DIET LI N 63'11'09" W S1Y�I�M..84. L2 atRaeNr 0111'21 781E 1J,� AO➢B� & 13'1001" W TY "-A-BOB AC®ZSS L GOUSS IIA TIe OLD CNANI86 TORN RD. $f N. VA 88068 • TY 4 A-800 MEET L ARIACK & DONNA K AMSM RA IUL908➢1111I. 1188 OLD CHMUS TOR! W. MWEE ISON. VA 8=868 e TY 44-A-810 RU2AY C MINES. JE & BBWDA L JONES RA E6JOININIM 780 OLD CEAWAS TORN M. STEPMOON. VA 88068 • TY 4 A -EI BU21AW & ENOPP & DoWn L SEW RA E SONIN= Po ROE 97 S'I7fPBElSON. VA 22448 T T.Y. 4 A -E2 JACK L NATES RA RS9mE7UAL 460 Sol JOHNS ROAD. CLEAR EMT. VA 88084 r TY 44 -A -me wall GAL CWE RA E021111 L P.O. 802 9%13, TINCFRsm VA P8e04 e T.Y. 44 -A -ES YICNAEI. NELSON FA RESHOOM& 784 JORDAN SPRE/GS RD. 817SPBRNSON. VA MM r TY M -A-880 GARY DOHMRAW RA B®WDLL 514 lliTISH U. SI'BPBQS01N, VA 22666 2508 TY. 44-A-821 C80RG6 0. TRAVELS RA BBSmHITAL 804 JORDAN DIGS W. 975"%501!, VA 2206E ♦ TY 44-A-222 ROCi A & MARY L 5441221(6. IE R• 1®INITAL EE JOAN SPRINGS W. Sf"WBffiISON. VA 22656 • TY 44-A-286 DORAW L YEBUEH Y. OD80RN RA RES DEfBM. 086 JORDAN SPBOGS W. SIBPHEN90R TA 22856 630 TY M -A-224 E'IC®D E BYRH RA 088 JORMN � RD. STEPHENSON. VA 28668 • TY 44-A-226 SOME A IDR 0 11E00 8. IDR RA PO RDI ESE TA 22558 • TY 44-A-828 JB1® L lam a 6 RBBfCA N. LAITE RA 868 JORDD AN IGS W. STEPHENSON. VA 28666 II139' TY 44-A-220 80"4401 T. JE®IS 8 MARY A. JENIO S B• BBB JORDAN SPM= W. Sl N, VA 2206E • TJL 44-A-223 DON11D L BEE' & 121231 L WEEP W UYO@W/W PO DOE M STEP 0". VA 22261 Q TY 44-A-2519 WAIN EOE RA 111DU'RDTW SON lOWAN SPERMS W. STEPHEISON. VA 92658 • TY M -A-282 SISPHIN L HEAD RA R68DETIAL 018 JORDAN WMGS RD. SIEPHIMSONK, VA 22658 + TY M -A-235 Stsp®I L HIPNLQ RA UNIMPROVED 118 JORDAN SPRINGS W. E2PB&ISON, VA 22856 • TY 44-A-284 ROBR6 L PnESON RA Nom® REE JORDAN BPWIMS W. STEPHENSON. VA 22EE • TY 44-A-235 ROBES L PEIRWB RA R88DNOTAL 582 JORDAN BPWiGB W. SPE'IEABDIP. VA 2EB5e 0 TY 44-A-208 RUMM RANDALL MORROW RA RPODEITUL 236 TBSER TABES IBIS. Q= BR006, VA 22824 • SY N -A -z88 80112'8 L B DUR 1. RAS 2651 501813 R0A0, RNCBH91'Et. VA 25601 • TY 44-1-251 CEa [ t IRJi L 8® 6A t NRL L t OND 8 C® RA ONOQ'BD� 1888 FA a P= R POST, VA 22M ' TY 44-A-285 WDO L ROHM. JL RA UNOffROPW 1013 JOWAlI SPWDS W. EE'ffiIBON, VA 22056 + TY 44-A-218 1 91E8 CP DORS m5B - C/O TBPA L RBBB BA REBDEFIM 1988 PAOPAE PBX ROE PONT. VA SEEN .w TY N -AZ MB OF DOW W® - C/O TBBR®A L LBWS RA UIDBWVW IBES TAISPAE PDE MOM POST. VA 22863 ® TY 44 -A -EAB REIIAY G. IES D 8 NHJIAY G. YES IV BA IRDBWV® Po BOE a8, SOP®SON. VA 22866 T.N. 44-A-7135 RIJLY G. 1® W & 80131.5 G. mm fl RA SISIDENTUL Po BOE 88, STEPBWWN. VA 22868 TY 48 -A -2R SEV®.Y B. RSB RA RRWIEPJUL me TM PoNDS DE SAI m n 33831 W T.M. 44-A-318 m ZONE.: R4 L4 BROOKFIELD STEPHENSON VILLAGE, LLC 3101 JERMANTOWN ROAD SUITE 150 FAIRFAX, VA 22030 as. 18.95 AC .. ,u19'10'E Q BOG C��� o T.M. 44-A-292 lF ZD ZONE., R4 Q �G FREDERICK COUNTY VIRGINIA, �y FREDERICK COUNTY SCHOOL BOARD 107 N. KENT STREET WINCHESTER, ✓A 22601 00 /411 4� L F IDG EN BRIDGE SECTION 10 r� T.M. 44-A-3fA ZONE R4 STEPHENSON ASSOCIATES, L.C. P.O. BOX 2530 WINCHESTER, VA 22604 SNOWDEN BRIDGE SECTION 8 e �4 x.60 c oo a%, qQ. BEARMG DIET LI N 63'11'09" W a L2 6 08'3541' W 2608 LINE BEARMG DIET LI N 63'11'09" W 9130' L2 6 08'3541' W 2608 L3 & 13'1001" W 11998' L4 N 16'49'63" W 11200' LS N 13'10'01'E 3498' L6 N 08'96'41' E 26®8' Ll N 1390'01' E 66 L8 N 11'44'33' E 2606' L9 N 16'4953' W 200' L1 N 13'1001' E 56 LII N 13'1'01" E 91A4' LU N 11'4433" E WAS. LB N 08'35'41' E 2508 LK N 13'1'01" E l5 LB N 11'4413' E 211,045- 505L16 L16 N 08'35'41' E 2508 LIl N 13'1001' E 1031' LIB 8 26'06'31• W 91.11' L19 N 63'5373' W IN", L20 N 63'5373' W SCAM L21 5 26'06'31' W 630 L22 N 638373' W USA& L23 N 26'0611' 1 2300 L24 N 63153'23' W 14590 L25 8 26'06'31" W 9616' L26 N 33'3415'E II139' L21 8 41'41'53' E 3308 L28 6 3215211' E 29135' L29 6 283290' E 164.95' L30 6 0678'31' W 1131' L31 6 00143'06" W 14439' L32 805'137B"E 66.15 L33 5 22'39'02' E w. L34 6 1474'46' E 611' GE 6 21'30'38' W 13911' L36 6 3615'01' W 16185' L31 8 46'1496" W 19092' L39 N 36'3678' E 9899' L39 N 25'46'33' W 14006 L40 5 083175• W 4964 LRE BEAFBNK• DIST 1.41 8 48'38'44"E 10019' LN 5 28'59'22' W 103' L43 5 41'5014' E 9821' L44 5 437654" W RU5' L45 8 41.08'06' E I" L46 5 41'0551' E 10004 L41 643'2671'W 4Ab' L40 6 49'0833" E 10010' L40 6 49'0655" E 9929' L50 6 49'0274" E 9164' Lbl 8 49'3871" E %46' LST N 461811' E 01.19' L69 16 34'101.06' E 16264' L54 8 30'04'06' E 13.13' L56 5 30'3351' E 1361' 1.56 6 OD3176' W 5308 LEI 6 32'4856" E 11903' L% 6 29.4576" W 131.16' L59 829'0'59' E 1522,3' L60 5 1'30'90' E MCAO L61 N 5511'14"E 616T L62 N 53171• W 5173' L63 8 111212" E 6926' L&4 N 69'02'5' E 1593' L65 5 5'49'21' E 5200 L66 5 48'2151' W IK00 L61 8 51'14'46'E 15.93' L65 8 54'4236"IE 123A9' L69 5 14'01'49' E 2612' Ll0 8 4373'01' W 2721' 1.11 6 417316' W 5400 L12 8 3934141" W 12ow CURVE RADUS ARC LENGTH CHORD LENGTH CFI M BEAPoNG Cl 4000' 6293' %51' N 31'4953' W CT 4000' 11113' %5l' N %'1'Ol' E C3 155500' 20929' 20514' N 30'49'45' W U %500 12.90 7188' N 2431'35• W C5 550ID®' 5.45' EAW S 08'05'01' W C6 1550 12559' 112.99' 8 05'09'01' W Cl 36100 2329' 2329' 6141938' W C& 11450 22.13' 8966' 8847813' E Y J6 av , o � Sry O k a ',O O w `s O g � cgir ® m 7,�730T� ry O t+ 9 a SNOWDEN BRIDGE SECTION 9 N 76 .03,v�'W 13383, a T.M. 44 -A -292A ' ZONE: R4 BROOKFIELD STEPHENSON OLLAGE, 3201 JERMANTOWN ROAD SUITE 150 FAIRFAX, VA 22030 73.96 AC f T.M. 44-A-293 ZONE. R4 1D STEPHENSON VILLAGE, LLC ?01 JERWNTOWN ROAD SUITE 150 FAIRFAX, VA 22030 94.31 AC. O T.M. 44-A-294 ZONE- R4/132 ti GR£IG D.W. A17KEN & TON/E M. WALLACE 1160 JORDAN SPRINGS RD. 47 CsT7� 6�'`.C.P STEPHENSON, VA 22656 T.M. 45-9-J-1 ZONE RA MW45 KREER & fW/S KREER 1081 JORDAN SPROOGS RD. STEPNENSON VA 22656 E T.M. 44 -A -294A N 4 ZONE RA/132 "9• GREG D.W. AITKEN & TON/E M. WALLACE �49jQP83, 1160 JORDAN SPRINGS RD. 'QE• STEPHENSON, VA 22656 40 250 0 250 500 5GALE: I" = 250' T.M. 45-9-J-2 ZONE RA NIILNM D. HOEFMAN & PATSY L. HOFFUW PO BOK 22 STEP1/ENSON, VA 22656 cs SCALE: 'I" = 250' /moi V BY: KDP FILE NO. 24803 SHEET 2 OF 14 13-22 W W a W w U W Z Z �m zea 'WUAR V d Ila G 7 aF; E d A Lic. No. 92809 W E- Lj DATE: 10/03/2016 SCALE: 'I" = 250' DESIGNED BY: KDP FILE NO. 24803 SHEET 2 OF 14 13-22 O a W w U Z �m zea d to 0 zZ� C, Q 6� ) z AQ)w Wq �z 0 VJV) a o Qi a � Lj DATE: 10/03/2016 SCALE: 'I" = 250' DESIGNED BY: KDP FILE NO. 24803 SHEET 2 OF 14 13-22 0 LAND BAY 13REAKDOWN NARRATBM 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 ABOVE TABLE 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 2,485, 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 II 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, I, III AND IV. THE APPLICANT RESERVES THE RIGHT TO CONVERT MORE OF LAND BAY II 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). 91J 0 • Dedicated Section Boundaries and Right-of-ways , 1 N/q r,. gUiy LANDBAY III *UID& �O4 FcT� 8040 \ \ \ LANDBAY IV Ca `\ ES TO =mow LANDBAYI LANDBAY III LANDBAYII BROOIMELD STEPHENSON VILLAGE, LLC MASTER DEVELOPMENT PLAN AREA LANDBAY V LANDBAY IV / / I LANDBA LAND BAY BREAKDOWN LAND BAN LAND USE ACREAGE % RANGE OF e.n.•v m wd . wrw ow. r rw rur r awret rr r.+... w�..> vmM �..•w /+• vU P• N �ta, r/r a n.,.r anera o= vm rzw w um. . rrwr+epw. tiY w+ Irfyb. / Mrs..v...• . w•ew(.re•ea°.vmwo HOUSING UNIT TYPE MIN. MAX. mwcvaIv.( . LU m.rwwwYs/ YwwaWr I°�Oi a ) vs..nTM.Ay ar. vvvv� e I w ELEM. SCHOOL a LU 3 " w x 3 � A' W II COMMUNITY PARK Uj z • ((i 6a.r 6,111 firlda K 6 so( rel' firldn) 111 MIXED RESIDENTIAL: 1-,5 .\r. ± I.a00 Ia• s (1111 \'1.1111'I11'1' ( (11111111.1'1'lill/I)il\'1:11'(' m' a'/w/IC s/v r/Ia• tiI-U (Ilolisiu" Illi[ h1w Ifl, Di,sIrirl SI -D 1:30 v'R •• 5:1 s Tu\cu6nu.r Illou.iu� Illil 'I ;ypo f, ): kl' Ili.tr i(rI 'I'u\cu611u.r,) a 10 :iU v Mt 1. I'll. VMIL): (('nndnllllll111lll�. Hdrl'I\IIUIINIn". IIu1l'ifig,, t-1111 l.aao In' aO v 'I;clu' a-('ulln;!r Ilonsc n 1J, I)islrirl Ihlplrs. \lulliplrs, .\Irilnu n' G;n'dru \p+lrl)ur)It) °•WAW n1,4o' a'/v IV ACTIVE ADULT: 120 .\r.t :SU S:1 n tiI U (Ilcllsin- I-ni( "I)pl• l,'_. n' 5) Mill l il'aulik (('nodolllininn)s. I•:Idorlc Ilonsilig. llno�ing Illi[ '1;apo :S-('nllnpr Ilulrvrl � W COMMERCIAL CENTER 7(; A(. + _ - \.\ \ \ V Reloil. Ofl'i(•r ,C PtIblir ,,I'Yil'r Ynll•Ililr Fmilik) O LANDBAY III "VN SEE NOTES ADDRESSING ABOVE CHART IN PROFFER 3. USES, DENSITY & MIX OF HOUSING TYPES A. (2) (1-4) -tel/ REZONING PROFFER S MINDRIM DESIGN STANDARDS w b•. a.. a w w •n. w •,� a•W aww.t rrr tua enra r aw..e r..l••v e.n.•v m wd . wrw ow. r rw rur r awret rr r.+... w�..> vmM �..•w /+• vU P• N �ta, r/r a n.,.r anera o= vm rzw w um. . rrwr+epw. tiY w+ Irfyb. / Mrs..v...• . w•ew(.re•ea°.vmwo o�+v m rWro .mr)w dew \ r / S4.=. LU mwcvaIv.( . LU m.rwwwYs/ YwwaWr I°�Oi a ) vs..nTM.Ay ar. vvvv� e I w a LU 3 " w x 3 � A' W Uj z • rry, ar W am• I.a00 Ia• s W m' a'/w/IC s/v r/Ia• nn•' v'R •• w s • a wy. m' v ar l.aao In' s v I m °•WAW n1,4o' a'/v a•/Ir e'/v r r• w n O � W IT. O a'/v/r. Pa am -=(W • Casl iai v l%= v ;m0 Ir w r Ir n" A Y/IU �� @ •m a"m p vIw w w) etr.I�) •• m m• v w) n vd s v 0.m0 u Ia' (r a•AaAa• IV tr w� a•/�a• `o' :.. w = a• r W 2.o m' Ia' v a•.� s/Ir W I„a{ Ian' s s m• v MY r 1o) alr) Y4Ntl a14) _. _.. m•Po'tr vw ••ld mr. s tr. s • Ir Ism Ism n o.ey� °m' w(p ooy� m• v ra a yr a' /n'/ta m'/a' a/Ia a/1a• r/n' q..r� r w mtr m'Ortrvm a�^w r. aW utr.s • � Ir Ito• Ism v °,fy a •": m• v r� � aro•/Ia sro' an•• ano• n•ro' �a'� s m• u wr) on>� �) o°' •„ Ia„v s tto'MNo •'�� IY tr.s • s a > Lf00 IPm L • m• IY M Y/anr !o'ro• VA.- rnr W/w m' m• !10 ww) a. WIC r� ewa. V z w Z LU LU «NP G N N vvvv� a .a a 4 w a LU 3 " w x 3 � A' W Uj z V W 0 -aF Lic. No. 32809 DATE: 10/03/2016 SCALE: i" = 400' DESIGNED BY: KDP FILE NO. 2760B SHEET 3 OF "14 w 2. o W w a ISE z w Q � A' Q z 0 Z Z 0 w In U h0 aQ w •� z ` - N 8-0 5 Z cA7 r ^ vJ Q O � W IT. O a DATE: 10/03/2016 SCALE: i" = 400' DESIGNED BY: KDP FILE NO. 2760B SHEET 3 OF "14 OLDc�sr4 c . 761) Environmental Features Aggregate Table Environmental Feature Type Existing Area Disturbed Area Percentage Disturbed hob Floodplain 0.0 AC 0.0 AC 0.0% Lakes & Ponds 0.88 AC. 0.1 -AC 18.17 Wetlands* 2.34 AC 0.91 AC' 38.97 Natural Detention 0.0 AC 0.0 AC 0.0% Sinkhole 0.0 AC 0.40 AC 0.0% titeep Sloe509.+ 0.91 AC 1 0.0 AC 44.0% 'ALL WETLAND DISTURBANCES ARE CURRENTLY PERMITTED BY THE U.S. ARMY CORP OF ENGINEERS AND THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY. r' / �\ u DENOTES WETLAND AREAS DEN 1=.ROJO 13-22 5 hob a a z a" O m W a o a a A 0 O V I- a V Q CV N TH p+ RANGY L, PLER ' LiC. No. 32809 ° 9 rA,. 20 ti 07 W w 's �5A9 EQ z Mz z a z o a, rx�� W .MU Q:Z a w° w E— v o �Z w a 9 pa O DATE: 10/03/2016 SCALE: i" = 300 DESIGNED BY: KDP FILE NO. 27608 SHEET 4 OF 14 13-22 6 Y 5 3 IT.M. "-A-138A\ \ \ 000 an FUME SCHOOL 911E V SNONOB19iDGE PUBLIC\ ` ` PARC ACCESS ZONE ATEA V \ ` Z EXISTING SNOWDEN SH.8 �� 'SIMON \ BRIDGE BOULEVARD •• The Applicant shell provide access to the \\ iii public park for residents of Snowden Bridge. DEDICATED R/W Acess shall be provided from a local neighborhood street at a point reasonably h LU Q m T.M. 44-A-292 acceptable to Frederick County Perks and 400Z a N N i T.Y. 44-A-31 Recreation. Exact location and design shall be i o, ® p� T,y approved at the time of Site Development /`j 8 ; , N �U T 4¢-4, a Plan approval. V ��j h = 7 Z 3 o c k 44` � T � 9 o- m 4 883 I T ��y , SFL 10 ` LU 4 a 5rftftft 7 REQ TOWN MULTIPLEX UNITS CENTER a HOUSE MAINTAIN MNWILIM 15 SIDE SR 13 I? AND 25 FEAR Uj T.M. 44-A-29 ER FUME PARK SITE SETBACKS ♦ T ; �� W �1 \ — — AY � lot ' , NE I I III eotlFnAFr� ° SH. n �l `9 "� ' SH. 12 MULTI- T.M. 44-A-31 SVD PLEX'. o / ATs`e► rs� / SHEET INDEX v "4 Ars SCALE: T - 800' z x SFD"°'� '0" `� a 6 A � 0 left jf��'�L�y U 9 h v4� �S ` T6 9FD ' Sm1 E a FYI.+ t:A,�ONtt 99E®Bi1UL Q a� SEPARATION BUFFER 9d a 1n r i ��5, �r OWANCE f FULL SCIEHI eFD ; _ MDPT 4 I�r` � � REVISIO41 Ale, I�i O�c• C �� Stix INTERMITTENT ('L6` 'HyV �( $ 53REAC fy ` NT : RAVINE CHANNEL U R Y L EPLER ROAD y C a° fa BUFFER 11 11 SF LIC. No. 32809 y EFFICIENCY �� �t1e � 1 C 4 tg -A;� 261 ts� BUFFER ATS B IH/1,p / SIONAL ' T.M. 44-A-29 asC� Flmo d� CF i�`-Q �•`s .. !Pt e THAAF Q� �3 1H%AP MD T.M. 44 -A -SIA MDP [ RE RE N 17 REVISION a� �p"'" �! PTS AREA N.AREA I �� Q� 53.2 A die s` 53.2 AC �� TH/AP Ars 5 FT5/ U-1 DENOTES BRE STEPHENSON VILLAGE, LLC EXISTING SNOWDEN 1H/A' PROJECT AREA BRIDGE �S..•�/ 6 TBOULEVARD — kY w_ F 'O zwQ TKIMF` QW ¢ W t*v�: THAW DEDICATED R/W W DEOTES RVATE PEDESTmN TAAL SYSTEM PT8 �a Q 8FD/ z� 6 jL • HOl1BE /Spa Cq TKIMP_ IAGE T.M. 46-9-3-2 Lz U1 a) 0 6. TRAf1 , ems I 410\ t' SF D / ��11•• NO* d Z W .;m U STONE DUST or WOOD CHIP A \ HO ACRE USE/�� �•� Z W a 0 . J� PEDESTRIAN TRAIL DETAIL r, v / 1 Q W � .0 E+ s� .NOTTE ass rot vg A•3 BOE t� hi/AP i �. P.¢ U] Co "o PEDESTRIAN TRAIL SYSTEM IS TO BE MAINTAINED PRIVATELY` Ig54 @ 2' �Qr T.M. 45-9-3-1 Q y BY THE STTION O ON VILAIL MA HOME OWNERS ASSOCIATION. A`8jA tv 4\ �+ Q F� [y THE SELECTION OF TRAIL MATERIAI. IS AT THE DISCRETION � �/ OF THE APPLICANT PROVIDED THEY ARE NOT PART OF THE 0 % rry x SIDEWALK SYSTEM WITHIN THE PUBLIC RIGHT-OF-WAY. THE OCn APPLICANT MAY BE PERMITTED TO CONSTRUCT THE PRIVATE \ .�' VJ 0 PEDESTRIAN TRAIL SYSTEM USING ASPHALT OR CONCRETE, .y _ IF DESIRED. ;>1 T.Y. 44 -A -31A �O MDP \% pQ` ® ® 124 100' WETLANDS W INTERMITTENT �- THE PROPOSED SUBDIVISION STREETS PER 4 ' ' RAVINE CHANNEL J THIS MDP WILL BE DESIGNED PER THE ' / BUFFER VDOT SUBDIVISION STREET REQUIREMENTS REVISION �$Y,� Ile Nm-OETT6MarE BUFFER GEOMETRIC DESIGN STANDARDS FOR AREA F` T.M. 44-A-294 RESIDENTIAL AND MDDED USE SUBDIVISION e%' 53.2 AC - \ STREETS (GS-SSAR). LINEM PARC TNAL (2s' EASBAmn T.M. 44 -A -294A \ Al LSISTEB11t \ DATE: 10/03/2018 ---- / 1RhL SYSIEI 20' Lx-AxPARK muL(2oeAeEetD LINEAR TRAIL PARK EASEMENT SCALE: i" = 250' NOTE: LINEAR TRAIL PARK EASEMENT IS TO. , _ . 250 O 250 500 DESIGNED BY: KDP BE TWENTY FEET WIDE. THE TRAIL HT1 RUN IS TO BE SIX FEET WIDE, 1 8' TRML , 5GALE: I" = 250' FILE NO. 2760B -'��� CONSTRUCTED OF ASPHALT OR ASPHALT OR CONCRETE/ SHEET 8 OF 14 >r CONCRETE AND BE LOCATED TO THE NORTH OF WATT RUN AS DEPICTED 13NEARPARKTRAIL DETAIL ON THIS SHEET NIS 13-22 OVERALL SNOWDEN BRIDGE PROJECT AGGREGATE TABLE ITEM OVERALL PROJECT AREA THRESHOLD BROOKFIELD STEPHENSON VILLAGE, LLC PROPERTY TOTALS RESMENTAL 2,465 MAX. UNITS 1233 MAX. UNITS 50.07. SF,D 307 MIN - 53% MAX (739 - 1306) Units 750-900 UNITS 30.48-36.57 TH 107. MIN - 30% MAX (246 - 739) Units 123-370 UNITS 5.07.-15.07 MF 77. MIN - 307 MAX (172 - 739) Units 86-370 UNITS 3.57-15.07. RECREATIONAL 2466/30 = 82.2 UNITS 1234/30 = 41.1 UNITS PROPOSED 95.4 UNITS 116.19. OPEN SPACE 239.6 ACRES 100.7 ACRES 42.09. 10' (MIN W/SR) 10'(MIN W/Sx) 5' (W/O SW) I vs' /gn' trio N I SURFACE 2BITUMINOUS [BTTUMINOUS CONCRETE STSDARD VDOT CURB MINSI1...MIN. . . • SIDEWALK -F_ I I SUBBASE) I L­BASECOURSE 1 GRASS STANDARD BUFFER I SIDEWALK I TYPICAL ROAD SECTION >Ic SIDEWALK TO BE PROVIDED ALONG A I PRIVATE STREET MINIMUM OF ONE SIDE OF PRIVATE CLASS I STREETS 1 aamaru yr a�nae+,r. TYPICAL ROAD SECTION LOCAL STREETS HAVING ONE POINT OF PUBLIC STREET ACCESS AND AN ADT GREATER THAN CLASS II 0 -CLAS H 400 VPD MUST BE CONSTRUCTED AS A NTS CLASS III ROADWAY. TYPICAL CUL-DE-SAC WITHOUT RAISED LANDSCAPE ISLAND VARAIABLE RW I- CLASS NOTES Al -AMO PLACE VARIABLE 29' 1 VARIABLE 1 29' VARIABLE PAD 1 MIN. LIMITS OF MEDIANI.I 1 FROM FIESTA TO CENTINNIAL ARROW CROWN COURT BITUMINOUS SURFACE BITUMINOUS CENTENNIAL TO END IIII LIMITSOF MEDIANLIMITS1 + I 1E MIN.I D BITUMINOUS e • 1 BITUMINOUS BALLARATWAY I BARREL WAY MIN MINI.11 , • • BITUMINOUS B II II 11 0 n= ,. , PEDESTRIAN SUBBASE• 11 IJ— BRASSTOWNLOOP TRAIL/ BICYLE II � �v ....aTv-c.K�cur.aes le SIDEWALKLANE.n_ CACTUS WAY p IIIIT PAO COURSE CENTENNIAL DRIVE II CHURN DASH COURT -,YC YLo1'.: °� dY`•t^Y+r.rBa"rT•'�JiF�^II II �.�ii 1�"�I�`r=ss��•"m`�'`� �iTlry}�: ® ® LIMITS PAD ® STAND.., I I JI„11-11 II II ,11=1f II ,II=1L IL„JI„IL=II II„11,,,11 1[,11.11=11 IIF App BIFURCATION• DEWEY PLACE SIDEWALKSIDEWALK DOMINO COURT PAD PLANTED DRESDEN COURT STANDARD IV NORTHERNCLASS I • STEPHENSON VILLAGENTS1 AN EQUIVALENT ELLISON WAY I MAJOR FADING STAR COURT COLLECTOR ROAD LIMITSLANE FARMHOUSE COURT II NORTHUMBERLAND TO CUL-DE-SAC 1 PAD CUL-DE-SAC TO END TYPICAL _•D SECTION N' SAWTOOTH TO ARROW CROWN FIESTA DRIVE PAD 1 FLYFOOT DRIVE PUFMC -STREET FRIENDSHIP WAY PAD q�SUBRE II MAJOR COLLECTOR ROAD GARRET COURT II GOSHEN PLACE It CLASS rV PAD GRISTMILL COURT II HALO COURT NTS HOURGLASS LANE "II TYPICAL CUL-DE-SAC WITHOUT RAISED LANDSCAPE ISLAND VARAIABLE RW 1 CLASS NOTES Al -AMO PLACE VARIABLE 29' 1 VARIABLE 1 29' VARIABLE PAD �1 LIMITS OF MEDIANI.I 1 FROM FIESTA TO CENTINNIAL ARROW CROWN COURT BITUMINOUS SURFACE BITUMINOUS CENTENNIAL TO END IIII 1 1 '. PAVED SHOULDER + I 1E MIN.I D BITUMINOUS e • 1 • BALLARATWAY I BARREL WAY PAD • I STANDARD BARRISTER DRIVE B tM3�etfa�'1.i}.+v4'C. Iia 1i 1 SHO 1 al• II 0 n= II PEDESTRIAN SUBBASE• 11 IJ— BRASSTOWNLOOP TRAIL/ BICYLE II � �v ....aTv-c.K�cur.aes le SIDEWALKLANE.n_ CACTUS WAY p CENITFOUR LANE PAO COURSE CENTENNIAL DRIVE II CHURN DASH COURT DITCH PEDESTRIAN ® ® LIMITS PAD ® CORONATION WAY I SIDEWALK App BIFURCATION• DEWEY PLACE • . DOMINO COURT PAD PLANTED DRESDEN COURT MAJORPUBLICCOLLECTOR••, 1 • CHARLES TOWN•11 AND THE IV NORTHERNCLASS I • STEPHENSON VILLAGENTS1 AN EQUIVALENT ELLISON WAY I MAJOR TYPICAL CUL-DE-SAC WITHOUT RAISED LANDSCAPE ISLAND TYPICAL PRIVATE ACCESS DRIVEWAYS (PAD) NTS R/W to HE aE ROAD NAMES CLASSIFIED AS CLASS I OR II MAY BE DEVELOPED AS PUBLIC OR PRIVATE STREETS WHICH WILL BE DETERMIN 'a a••a EASEMENT 1 CLASS NOTES Al -AMO PLACE PAO • 1 • ARGYLE COURT PAD �1 ARROW CROWN COURT II FROM FIESTA TO CENTINNIAL ARROW CROWN COURT TOTAL PLANT UNITS PER 40' CENTENNIAL TO END ATTIC WAY • 1 DAILY COURT D CO e • 1 BALLARATWAY I BARREL WAY PAD 3F BARRISTER DRIVE B BASKETWEAVE COURT II 0 BATIK COURT II BLACKFORD DRIVE B BRASSTOWNLOOP 1 BUCCANEER COURT ••0 4 CACTUS WAY p CENITFOUR LANE PAO CENTENNIAL DRIVE II CHURN DASH COURT II ® ® COMPASS PLACE PAD ® CORONATION WAY I CROFTON PLACE App DEWEY PLACE • . DOMINO COURT PAD PLANTED DRESDEN COURT I DUTCHMAN COURT II AN EQUIVALENT ELLISON WAY I MAJOR FADING STAR COURT COLLECTOR ROAD FEET FARMHOUSE COURT II NORTHUMBERLAND TO CUL-DE-SAC 1 PAD CUL-DE-SAC TO END FIESTA DRIVE N' SAWTOOTH TO ARROW CROWN FIESTA DRIVE PAD 1 FLYFOOT DRIVE II FRIENDSHIP WAY PAD q�SUBRE II GARRET COURT II GOSHEN PLACE It GRETCHEN COURT PAD GRISTMILL COURT II HALO COURT PAD HOURGLASS LANE "II INTERLACE WAY U SE JEWEL BOX COURT II JITTERBUG LANE KEARSARGE DRIVE II LANTERN WAY II LATTICE DRNE II LEAVENWORTH COURT II LIMITS OF SUB LINDY LANE I MANILLA PLACE PAD MOSAIC COURT II NORLANO KNOLL DRIVE II NORTHUMBERLAND DRIVE III SB BLVD TO SPLENDOR GARDEN TYPICAL ALLEY SECTION •• II •SPLENDOR GARDEN TO CHURN DASH NOTIONS COURT PAD ORIGAMI DRIVE I CLASS V PARKLAND DRIVE III SS BLVD TO PATRIOT PARKLAND DRIVE ••II PATRIOTTOATTIC PARKLAND DRIVE NTS TYPICAL PRIVATE ACCESS DRIVEWAYS (PAD) NTS R/W to HE aE ROAD NAMES CLASSIFIED AS CLASS I OR II MAY BE DEVELOPED AS PUBLIC OR PRIVATE STREETS WHICH WILL BE DETERMIN 'a a••a EASEMENT ROAD NAME CLASS NOTES Al -AMO PLACE PAO • 1 • ARGYLE COURT PAD BITUMINOUS • • ' ARROW CROWN COURT II FROM FIESTA TO CENTINNIAL ARROW CROWN COURT TOTAL PLANT UNITS PER 40' CENTENNIAL TO END ATTIC WAY II DAILY COURT D CO e STREETS WITH C/L 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 ID ROADWAY. * %k *STREETS WITH VOLUMES OVER 4000 VPD MUST BE DESIGNED ACCORDING TO THE VDOT ROAD DESIGN MANUAL. TYPICAL PLANTING DETAIL NOTE: A MINIMUM 8' HIGH SCREEN WILL BE PROVIDED UTHdZATING ANY COMBINATION OF EITHER A SHRUB HEDGE, FENCE, WALL, MOUND OR BERM. R/W ED DURING SUBDMSION DESIGN PLAN PROCESS. THE PROPOSED SUBDMSION STREETS PER THIS MDP WILL HE DESIGNED PER THE VDOT SUBDMSION STREET REQUIREMENTS GEOMETRIC DESIGN STANDARDS FOR RESIDENTIAL AND MDIND USE SUHDMSION STREETS (GS-SSAR). PLANTING_ SCHEDULE SYMBOL ROAD CLASSIFICATIONS ROAD NAME CLASS NOTES Al -AMO PLACE PAO EVERGREEN TREE ARGYLE COURT PAD ORNAMENTAL TREE ARROW CROWN COURT II FROM FIESTA TO CENTINNIAL ARROW CROWN COURT TOTAL PLANT UNITS PER 40' CENTENNIAL TO END ATTIC WAY II DAILY COURT D BALKAN COURT B BALLARATWAY I BARREL WAY PAD 3F BARRISTER DRIVE B BASKETWEAVE COURT II 0 BATIK COURT II BLACKFORD DRIVE B BRASSTOWNLOOP 1 BUCCANEER COURT ••0 4 CACTUS WAY p CENITFOUR LANE PAO CENTENNIAL DRIVE II CHURN DASH COURT II ® ® COMPASS PLACE PAD ® CORONATION WAY I CROFTON PLACE App DEWEY PLACE I DOMINO COURT PAD PLANTED DRESDEN COURT I DUTCHMAN COURT II AN EQUIVALENT ELLISON WAY I MAJOR FADING STAR COURT COLLECTOR ROAD FEET FARMHOUSE COURT II NORTHUMBERLAND TO CUL-DE-SAC FARMHOUSE COURT PAD CUL-DE-SAC TO END FIESTA DRIVE II SAWTOOTH TO ARROW CROWN FIESTA DRIVE PAD ARROW CROWN TO END FLYFOOT DRIVE II FRIENDSHIP WAY PAD GALAXY COURT II GARRET COURT II GOSHEN PLACE It GRETCHEN COURT PAD GRISTMILL COURT II HALO COURT PAD HOURGLASS LANE "II INTERLACE WAY U JEWEL BOX COURT II JITTERBUG LANE KEARSARGE DRIVE II LANTERN WAY II LATTICE DRNE II LEAVENWORTH COURT II LINDY LANE I MANILLA PLACE PAD MOSAIC COURT II NORLANO KNOLL DRIVE II NORTHUMBERLAND DRIVE III SB BLVD TO SPLENDOR GARDEN NORTHUMBERLAND DRIVE •• II •SPLENDOR GARDEN TO CHURN DASH NOTIONS COURT PAD ORIGAMI DRIVE I PARKLAND DRIVE III SS BLVD TO PATRIOT PARKLAND DRIVE ••II PATRIOTTOATTIC PARKLAND DRIVE II ATTIC TO CELTIC PATCHWORK DRIVE II NORTHUMBERLAND TO KEARSARGE PATCHWORK DRIVE II KEARSARGE TO CUL -OE -SAC PATRIOT DRIVE D PINTANGLECOURT PAD PINWHEEL COURT II POINSETTIA WAY I PRARIE PLACE pqp PRICKLY PEAR PLACE REDCORT LANE PAD ROOF TOP COURT II ROSEBUD COURT I ROTUNDA COURT SANTE FE PLACE PAD SAWTOOTH DRIVE III SEESAW PLACE II SETTING SUN COURT II SHOOFLY TERRACE B SNOWDEN BRIDGE BOULEVARD IV MAJOR COLLECTOR ROAD SPANGLER COURT N SPLENDOUR GARDEN WAY 1 STARSURST STREET II STARRY WAY PAD STATESMAN LANE PAD TEMPERANCE LANE 11 TEMPLE COURT PAD THORNY CROWN PLACE PAD VALISE WAY II WADING DUCK WAY PAD ED DURING SUBDMSION DESIGN PLAN PROCESS. THE PROPOSED SUBDMSION STREETS PER THIS MDP WILL HE DESIGNED PER THE VDOT SUBDMSION STREET REQUIREMENTS GEOMETRIC DESIGN STANDARDS FOR RESIDENTIAL AND MDIND USE SUHDMSION STREETS (GS-SSAR). PLANTING_ SCHEDULE SYMBOL PLANT TYPE PLANT UNITS i� SHADE TREE 10 m EVERGREEN TREE S Z ORNAMENTAL TREE S SHRUB 2 O '° TYP ® © ® O ® O .I SIDEWALK GRASS BUFFER •• NOTE: ROAD EFFICIENCY BUFFER MAY BE REDUCED TO A MINORUM NOTE: For i0nstradve purpoxs only OF 25' PER MODIFICATION #7 OF PROFFER STATEMENT. ALL SCREENING AND LANDSCAPING SHALL MEET MINIMUM ZONING ORDINANCE REQUIREMENTS. CL RAISED LANDSCAPED MEDIAN ti d m Z 1• TOTAL PLANT UNITS PER 40' GRASS BUFFER W SIDEWALK Lu R/W a 3 3F F • ® e 0 �® /W/jB� ti ® 4 ® 40' TYP. O ® ® O ® ®O 0 FREES AND SHRUBS SNARL BE PLANTED IN CLUSTERS R D IRED-1 AND APIA . AN EQUIVALENT RATE OF TEN PLANT UNITS PER 40 LINEAR IN MAJOR COLLECTOR ROAD FEET OF COLLECTOR STREET ROADWAY FRONTAGE NTS d m Z W Lu a 3 3F /W/jB� ti V RANDY L. REPLU Lic. No. 32809 z r Sa Q V I Q A xm im imoa "Zrt• O W Z W .mu aQ �aW� N '�A z 3 'b O Q 3 � u< Z O ”" coV J O C/� O a DATE: 10/03/2018 SCALE: N/A DESIGNED BY: KDP FILE NO. 2730B SHEET 7 OF 14 13-22 T.M. 44-A-31 b\ 41 'i \ \ \ ti \ \\ 4\4 T.M. 44-A-31 T.M. 44 -A -138A vwo�� �Q NOTE: ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. PIS — DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM F1HATCHED AREA DENOTES PROVIDED OPEN SPACE AND DAY CARE AREA (MIN. 1.2 AC) T.M. 44-A-292 Sic / tiREC o�SN w /6 yoti y e� CO ��/• F n Q s �0 O 0os� Oy \ WA OG \ T.M. 44-A-292 lip .\ • \ ' i i•W T.M. 44 -A -292A 1 ' I •I � II • 100 200 •• Oji, y3 .5 0 z 0 a a LIC. No. 32809 11-_TA,v b,-+., U a rc Ww� LuLu N Z 1;3z y W rS� 3y >A o� z OzQ,rr W � Z z W W W cc a .� 40 0 Oji, y3 .5 0 z 0 a a LIC. No. 32809 11-_TA,v b,-+., DATE: 10/03/2016 SCALE: 1" = 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 8 OF -14 13-22 U a Ww� 0 z >A o� am OzQ,rr W � Z z W °t' o U W a .� 0 W v .. d a 3rw aI O W OaI r� O yrZ J •0 V] O W DATE: 10/03/2016 SCALE: 1" = 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 8 OF -14 13-22 SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. PTS — DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM HATCHED AREA DENOTES PROVIDED OPEN SPACE NOTE: ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. CO � 14 rm bra /4611 40 1. AZ 'Pi 8 T04 P.M. 44-A-31 4-1 clip \ 1/ i �/ \\ \ i s �,\ A \ ���\��`�//� � rZ 05 ZJ s SO O \\ �SV1�P�Ars / / ���All s �t Ar sm ;=��•y s / \\ ; \ OR �i \ y \ \ co '41 K 41 � A T AZ llo-k �-T ��� /oma �/ //8 8 4'� 17 O / \ �ys ,�/ C/, WN sFswo oun V4 T.M. 44-A-29 i T.M. 44 -A -31A A^ 16 I j s z 0 N t7 Z a a d Yq 0 WR W w V ' C t C) w ¢v Acv W s» a az� am W w z 0 W z �W x�U z A^ 16 I j s z 0 N m a a 0 a a d Yq 0 WR w V ' C t C) w ¢v Acv a � az� Lic. No. 32Bo9 ./ JA•� logit . DATE: 10/03/2016 SCALE: 1" = 100' DESIGNED BY: EDP FILE NO. 2760B SHEET 9 OF 14 13-22 a WR w V ' C t C) az� am o�� w z 0 z �W x�U z .� H m� O W r �. coo� DATE: 10/03/2016 SCALE: 1" = 100' DESIGNED BY: EDP FILE NO. 2760B SHEET 9 OF 14 13-22 a M. 44-A-292 SNOWDENRIDGE PJBLC • y \ PAW AOCM ZONE NEA J 01 z \ J T.M. 44—A -292A SNOWDEN1FULIC PARK AOCE8 ZONE AREA •• The Applicant shall provide access to the public park for residents of Snowden Bridge. Acess shall be provided from a local SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. pTS � DENOTES PRIVATE PED ESTRIAN TRAIL SYSTEM ' y a \_ j neighborhood street a point reasonably .c acceptable to Frederick County Parks andp �/ CA Recreation. Elect location and design shall be approved at the time of Site Development Z i Plan approval. HATCHED AREA DENOTES W PROVIDED OPEN SPACE :No- s s° x NOTE: Z ALL PRIVATE ACCESS DRIVES W '✓/jC (PAD) GREATER THAN 150' IN W LENGTH SHALL PROVIDE \ ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND T.M. 44-A 292A RESCUE APPARATUS AND SHALL / \ \ 'e,3•/ MEET MINIMUM INTERNATIONAL a y pts \ \ \ . FIRE CODE REQUIREMENTS. =.5 MF`Arses pTs w � c) —• - S � �8� \ i o ♦ 0 \ G, SFD/ `�� •\ q�F y s` � � w a \ a a gR/R'Iq�E OUSE �S °� W - W =1r 13 C9" C11 / TH o O� �'0�w;w\ROp�� h�oU RR�q�� \ \8 Ft // \ y�► SFD / O\� \ \ / \ RA Y L. EPLER // /\�0� • \ / a ��19 \\ • t • \ O \ / Lic. NO. 32609 SFD �� \ / . _ ✓, w� �y\�► o ,��o SFD/ y \ \ 05% /� CARRIAGE HOUSE SFD• •t. '��y� W > _ -�� `SFO \ ���/ �GG p; zro ,• USECL \\ \ , cn,� w o �o U \. i \�-� W z x 0-4 • SFD �_—_ pTs C \ • 0 `• �`Ar T.M. 44-A-293 — \ \ �— `' r O O ^ • —s` pT9_ ���. _ a \ W F', COy , k// a 1 I I \• /��//j�/. P�.Pg • _ \ \ ; �` �� TH/MF \' ATS ATS3 ` PTS �. FTS PTg0000 DATE: 10/03/2018 ti � '�i �. pTg� 12_4- W _ _. -• -• -' - _ W I \ �. g �-. —• - SCALE: I"= 100' • W • DESIGNED BY: KDP Imo 0 100 200 FILE NO. 2760B SHEET 10 OF 14 5r -ALE: P = Immo 13-22 FIT� 311111111111111 4/1 KIERIII JopLLI — , T.M. 44—A -292A \ � _ � g .. ✓ -- � ` 5. P /• 'ice\ �V � � Q � 'g`i• — - SFD /CAR GE "� \ 5�p �VS�G �� \ \��__� • 31vp LU KWAZ OUS H LU NKNO I WE �l � � lSnu ,l : -7- i .I• -•��_-727 ,,� C. +f / I • II II \\ ! ' I a_ =•1:i== ` �j•=Z._�`� �I• I' I O T'' I i `�11 I' i \ •_ _ I 6 all =c• SFD/ SFD/ �gp;I�• I• r \ r TH/MP TH/ P CARRIAGE IiwIWWl3 3a SF D/001Q CARRIAG se HOUSE CARRIAGE HOUSE HOPARKIADD/ENO� Wos ��=-_.: �- - •-• _ „w� \_ � 1; � Imo' � �� / � i � �' ;�6 ,. a A 3 i .�� ID i l \/\ \ \\ ►J•�. ; ��`q\`Ac �i :r_•�r//�.r. , r ////r / �' 1i�iil 1 /\\ _IAWi p!i-� �\�� �\.\�\C\' SFD/ El Q NTH/MP CSFD/ HOUSE qoR� CARRIAGE yICE HOUSE Oi;4vN , GF f r r ` S E R SIDOYNAEPLE CARRIAGE R R — OUSE KLAND -20 D 1p LLJ UQ J ov,; V�o�\ . \ �� FD CARRIAGE �! �ii �► r% \ h0; . , ! SFD/ /c3'� \\ HOUSE \ i / �( / • 8„ CARRIAGE \ • r r • 0 li eA HOUSE SF / CARR\IA ,,E \� i Q ti a • % „\j I 00- USEJI t 4*1 ! .a • SFD/ OIL:' y A j ,; Mom T.M. 44—A-293 \ \ ' ��' O ,CARRIAGE / CA �� � m o � c r, \I--- 11 � � I y Req SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. IM - DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM HATCHED AREA DENOTES PROVIDED OPEN SPACE NOTE: ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. c� HOUSE CF „ „III& � W � z al o `�.��� -- \• ��� / q R/ \ T.M. 44�t!ee \1B i q �FRK LINEAR PA7RAL (W EAS, s .,� yOt ISN �\ `�. 100' NON-DRBMICE BUF7i S� • \ ��� T.M. 44—A -31A CARRIAGE r✓ SFD/•— HOUSE ��ARRIAGE i ' \� • / . •� r •, rr �) • � HOUSE DATE: 10/03/2016 . [- __�=_�- - ' - � - •__ ° SCALE 1" = 100' _ t `- -� .� - -• -- - --' - i DESIGNED BY: KDP FILE NO. 2760B 100 0 100 700 -I SHEET 11 OF 44 SCALE: 1" 100' 13-22 �wa�� E- O Q Q W.. w z E- O Q�° w z w o C J a �l/ IC I s J,; `;' ICDA CARiyotj R/ �E M T.M. 44 -A -292A •/ / SFC / l �'• ; . ; CARRIAGE • - HOUSE TH/MP —_ bq T.M. 44-A-293 \ \\ PI8 DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM SEE SHEET 8 FOR RESIDENTIAL DESIGN LOCATION. T.M. 44 -A -294A HATCHED AREA DENOTES PROVIDED OPEN SPACE Vr.9Oman PTs i5 !kw1 \ 14\�44�-A-292A \, \ v \ 4 1911 SFD CA RR/A \ 4 NOTE: ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. T.M. 44 -A -294A T.M. 44-A-293 \ of ii ii ri ii a T.M. 44-A-294 E d A IC. NO. 32809 �J� ,• 201} - z Z W auZ Z am Lu 3 gee Jx W W W Q E d A IC. NO. 32809 �J� ,• 201} - DATE: 10/03/2018 SCALE: I" = 100• DESIGNED BY. KDP FILE NO. 27808 SHEET 12 OF 14 13-22 am �Q� Jx W 40U Q E- N «3 'b O W �� [x, zr^ wo VJ O O a as DATE: 10/03/2018 SCALE: I" = 100• DESIGNED BY. KDP FILE NO. 27808 SHEET 12 OF 14 13-22 I -� Sic •< 1-8 1A lW R,4/b 00 �.A \ _� Oki \� . ; ♦ /.i T.M. 44—A -292A SO PIS — DENOTES PRIVATE PEDESTRIAN TRAIL SYSTEM SEE SHEET 6 FOR RESIDENTIAL DESIGN LOCATION. i ElHATCHED AREA DENOTES PROVIDED OPEN SPACE ate_• Ik[4TV—D ALL PRIVATE ACCESS DRIVES (PAD) GREATER THAN 150' IN LENGTH SHALL PROVIDE ADEQUATE TURNAROUND PROVISIONS FOR FIRE AND RESCUE APPARATUS AND SHALL MEET MINIMUM INTERNATIONAL FIRE CODE REQUIREMENTS. T.M. 44—A-294 s \. � T.M. 44—A-292 100 — 0 100 200 SCALE: I" = 100' 93 z oc W �NH�o z � g W x=a W t7 W a A MY L. �EPLER ;. NO. 32809 : AA- -Ipi} , DATE: 10/03/2016 SCALE: I" = 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 13 OF 14 13-22 U Z n.mo'�� w z z o �id 4S O ca W � 3 0 Qw o oo co 7% 0 9Q 7 , DATE: 10/03/2016 SCALE: I" = 100' DESIGNED BY: KDP FILE NO. 2760B SHEET 13 OF 14 13-22 PROFFER STATEMENT SUMMAR)' STF.PIIENSON VILLAGE RESIDENTIAL PI.ARNED('OMMRNrII' PmpcnY: 794.6-/- Aa'a TailMap Nuc. 44{IA)i•3 I A. 44((AW292. 44 -RA) -293. and A Portion of'I'as I'amd 44 -(IA 1-31 Stonnall Managerial District. Fndnick Coma y. Virginia I.MENT' 1. <'OMMCNm'DEWGN )IOUIFIC,Cf10.N Oft( n. Allows R4Di9dn B. (iaavocknd Daelalxnm Plan • Ilw Applicant has pondered - Cmmiu ily Itsign Mdifiemlon Ibcwnnl Nat is rear hod and ammimrotd b) rellmer. linin as Exhibit P. • The Fratedek('ounw Imanduf Supe. iwmagrc",aarmalraid of., further Board of Superour, or Planning Department approval to any modifications fu m,x matter which has Iw m prevewsh agreed to and Nerelime +inncoved by Frederick C'ouat,. 2. PRASING PLAN: A. Adi ilionnl Pmffcr Pa)anal • Prtdenck Count) mar a,s,s the Applicant In dTmivek Jnublc whirl relalyd Pmllirs aim uh WakN anal uxasxb a cum ilini,e pearly total a.m. nfm students par you 0. Limimtiann ata limmin • 'IT, rhming alloaud 91-xiti" shall be: limitil a 8%Itr scar m u cmnubtim oa<Ir hmis hegi-Ing with tit, dine of urpmval r this rezming based on the following fammW: • (2.465.8111) to 1300 mage arose nslrictd mils)xSP'•'vowed 1xmmib'form prior )vcq,)=maximum mmo-,, restricted .in, fm comm ),w' • An) .nils not used in a giver)ear snail h, carried f x,vml. 3. 1"SE% DE\SIT' AND MIX Of 1101'SINC TI PF.: A. rhe applies, And develop a mos nfhuosing unil typo to include these single family douched. I ... lwuse. and muhi family housing unit plus described in the Land Ba) Bnakdmm I'ahk in Sevskm 3A(2) and farther described in Section 21 of this pmBor slm,nt act. R. All Ddtcmkms and Cmscymlas of lad felt Public use and/or for the use of the deveklwanl shell be added for domiq' alaimimu C. Them shall he a it cat) ur2.465. exdusne of the alR,rdahlc housing Dor ihceldedy (Section 11) on the subject ryagKa,. D. All lad use within the D-3 District and the M -I district shall Inc, prohibitail. act,, a", is, Permitted in the RP District the R.I District ar the 11-2 Oislria. In no case shall trvck mop M permilled ,within McPherson Village 4. C.\PIl"AL FACILI"Il' IMPACTS: A. The Fral Comy C.pilal Facilities Fiscal Impact Model results denmwlmt• a fiscal impact In retinal facilities in the amount of S5.327 per nsWamial unit • Thc Applicem will pay 1181°/. nl'IW'xc impacts through noatmn mnNWlinns mW IaiJ doiwtiwas n.I ndcrick ['hunt). unlace a thnoCw epmifid ed the the len. • I'hc pini" sgnc that the values used for lama J.mlirans. nffJO.(XIU Per arra. an appropriate am natimhk. • Mommq eonmbmiu.. stall be paid at the[imeofbuikiin, pamrit i,ruancc(mesh mrit. • Mow., contributions w ill he djusld even to. yearn h) the ('a. Nice Index. u .w shall be anid forward. • Am unit: cox uwdag - ken' l se par unu mpremn printer for single ramie. lmmd howe amuhif lmik Pon idea for. $3.925.00 fix' PredNek ou ('nry% Pabl is Schools (54.135 per unit nmkl hs $210 far lad domlion $635.00 far Frcakrick (bunt, Parks and Remotion (5889 Ger model kss 5254 lou IMW donaim) $400.00 for Frederick Coma, Fire mal kesmu $145.00 far Public Libmn S152.d) for.Admmimrudo pending • llxr Per unit monan fit lir anile adult units provides 6a: $635.00 far fnderick ('wooly Parks and Recreation (5889 par model lav 5254 fu band! dm+mim) S6100.00 I all for Fndamrk Cowl\ Fav and Rscn S 145.00 far Public LiNar, S 152.00 t'm Administration Iluilding • lair 1perunilnwnewn'pm(frlax ler oil'umdahk hwaing fax the ckkd, ryaoidcs fa: SR00.11 I ml fm Fm)adck ('n-ty Fire and Itcsmc i \L\'Tf.11INC FINDS FOR'rR\NSPORTA PION ENILANCEMENTS,AND/OR IIERITCGF. 101 RISM: A. 'fhc aPPliam shall anWbul, S]5.000 in notching fm Ws to Fmkrtd: Cony to he milind fn ImngKmakm em-ee tians..&,a liu Ila pm+nxkw oflnrilagc Imriam. 6. )IONErAR)' CON I RIER FION TO CLEAR BROOK VOLT RTEF.R FIRE AND III E: A. The Applicant will pa)' It, Chair Dm+k Wool a Fin: ad Resew Ine. the sun of SN8C00000 for it, woKml food. • S50.000.00 to be paidoine moms alk,rmiM appnwal. • $50,01q.00 to be paid within thin(30)dapsofi,waawof the-gMh health., Permit ml laver than lemmlor 31, 2008 • S50.110.00 to be Paid within thin, (30)dars ofissmNvc,ofthc LOtXhh building perch not lutr than ltcemhr 21. 2013 • 550.0011.00 to Iw paid within min, (30) duos oriaamoo of the 1SIXMh noldia, Noun ort burr than Itcxmbar 31. 2018 7.'rp%.\sPORTA r10N IMPROVEMENTS: A. Improvements within the Ivor (1) Major Colkaor Road W) The applicant shall dedicate an N loot right of woo and eonsaw the Major (blkctor Rnod form Old ['hark' 'favor, Rod through Su phrnwn Village. and the proper, curtrnd) maid to McCann and Orap to U.S. Row I I (Modnstal Pike) (b) Provide landscaped auras along, within. armor adjacent to each side of the Majnr(blk:elor Raxd in twordao with section 22-A (e) "Ow nrdian hill be,cgc-ed with a comhinxtiu. wf Mala woodland cowanatim areas ad golowd arm wpplemmtd aIle LauLaapd til-lin9s. "I'hc.Applimnl will hoc a maintemm� agr omen with VO(YT which sill INrulicr m thaD lOA). Irrigation sa:wans will be designed as a scpmc.,sem. (d) Pmvidc hicrdc Inn" within 011: ri,ht olavar tem arc bur Flea in wiJih lord arc annigom with Ju: mnsidk Pruriently mmked oral st d travel limas and xct pmpa F^ (q Prohibit iodiridual rsidcnliel and eammcmal emranms in,. intcuwding Milburn Rued IRm¢ 6621 (2) lwvll rxl Councaiona (a) Provide Isar-parsvl connection, between land bays an du eme,l musure dy possible (3) Private $Ire'K. Alleys ad Gammon IMces v,e adult +men,vilhaun Inc Wore awed cwmmunil alrwt,`fm Dun p the A haul sit II 'oda P a F > 1) pP paw s m' 1 uinonxa of vTnm thaiaat,t nun ed haze ort ilx „'il pf 1 Ina: 'Ific aTsxs-well, a J rad Syma'm l p d pa ,arm" dnhar hbwtcl pa,'er Tr xxluxi staodaWsmiliad Fry VlHll (b) Private Alt's • ilw Applicant will provide nim -way allays within a sislea-faux 116) wkly .1 has a-, Maki, fee 112') of rywcmerl with a to. fort (2') shmdde-ma berth sod". • Privme alleys, which Iowanother private alleys N90 degree -1111 shell Powale fm a minimum Fuming nxlius of 25 Port. • Pri,ale aIle), inmn.ali-. Publican prlame mR Yx shall provide advaLx emaTdlO, 1. feel be,mxl d p ry d edge of the m:mdard alk_ width. (e) Ihivarc streets • I he Applicant shall provide for a minimum not aisle width ol'24 I'm fu private, mecca, fnwting alk send units. In addition to nn suet parking den igmd (both, rowmc sera. (d) C'mmm Odves-Unit' 1),:4(axm>aWdustcr) (i) Minimum Width 01'20 tet id Minimum depOtof fell mat wc1ion shall he n lour-ind, conrywtd alone hast and xis malts of conal m'dvalrnl mantel. (iii) -No parking sign shall he pond at to alrwwc in Ore nxmvad. (ir) Fire Hydra, provided at the emomic, to awh chmcr drio, to 11x: ecent, it cluam. h1 Visitor parking as ,a at he pmoidd o carie arthe rmun,aW choler cmnmon drive oma. Il. Olfsiw Right-of-uny -dlor Eawmcnts • Thc Appilawnn,ill coptin any additional r hoof--wav amhavloo ew(mall all' -sal m-spmWbn 'n+Pn-anion P^nAmd. ' I-ndcrick Crum) m mtmpt m etyuire such nighsof--way arWm eunnnls by nrrnarrimc anincm ale -tin proeadi r, al the nsltst arApplicmt ' ApAiam nspamsiblefm all pavrman, mak 10 proper, Nvvwrs for righbnl=woo and/or emmrw,n so acquired. C. Thc Applicant, ,yit] install full size cmmmc imprownwi . with ri,hr mW Ida tor, bin: m deintT+edkin nfOW Chink 'Ib, . Rated and the Major Collector Read during the firm phtw nfde)chipme , D. Old Chades'I'loot Road and I I.S. Role I I lfic Applicant will execute a signalumion ug¢enent ,yarn VI 301 lou the in o latim ol'ILS. Row I I and OM Clarks l into Rad. ' 'theApplicant will construe full size emrmec impowemats as hit both a ii al tam lane ad k0 arm Ian m UN Charles Town Ronde . i nail tum Ian m ILS. Rib 11. P_ 1 he Applicant will execute u signalimtbn agrecmml win VIER) 'I' fade imexclim MUkI ('hark' l'man Rad and N Major (creator Rod. F. M jorcNicdm Rnd • U. Applicant will design and eonmmd a lour -Ione Imukamd Major ("ollecur Road IN the Stphanow, Village Community in substantial umfomancc owlet the MoOircd (knoxtiz d De elliptical flan. • Thc foal max will be a Ivo -lane half scdion that i, mclmced from OW( had,, men Brad m the limiM1 or he dmclnpmem. • Thc second ph. of the Major Collector Road. ilI provide far the ultimate I'nm-Ion cclim wish aln.priam nigh ad led arm Dal" based an the Ind. in. Program: (1) Usigoi the mouttwmmion impnwmnea vyill begin hear 80`Lcflhc anal w0ic color'uhm- is rcalos, avnc compleraf of the imprmawnl5 within trips mono, of initial n doe . (?) the A "Munitrafficilcounts d irtua vehicle trip tier Jar he a: been rn Irma and -the Major jo ( ne,elle Racal. the Almlicam will nod and cmmace cons'[mdim or the aWitbnal Ian" m the exiwin, Mnpu ('oil atm Raved to ins ultimate r 4mie eiiam. Pending, IM -going (wouldee X X X X X X X X X X X X X C X X X X Q X X X X X 3 it X 3 X X X X X X W X CO X a v X z W X W X X Q a X 0 i- d X S w X X a C0 $L. w X W X al C0 X I•) X X 0 X 0 X X X X X X X X X X X X X X X X X X X X X X (3) Ona the nodal walre cora retches 10.570 vehicle (rips par day on the Major Collector Road [he Applicant will Moral and commerce mmlmmion of a Ihmo-lan m:c[mn efOM ('hada: Tow RNvL final dm Buono Ira I IS. Rome I 1 using the existing hddgc. (4) Omu the actual nuffuc cont reacMs 17.699 vehicle trips parday tar Ore Major Collector Rand. the, Applicant will bled and ounmcna co,ore uarofa I. time halfsectio with, MajorCullemm Rid limit Inc' limits of the Rnr-Ian, section to U.S. Rome I I W are Ruaherli,W pan, lodmlrial Pack intenw A m to include right old Ida tum loins oa the case side of U.S. Root 11. • 'Ila: Appliaam agues m err into n initialization agreement with VD(pI at the US. Rous, I 1/Ruthrlad Pam. Industrial fork munmxxim, prolific signnlivalimr is ort alhenoiw provided at that time. • 'frnRc ememers will he included at the snnlhwenem wwna In Stephen. Village tan the payor) os rym of this improvement. 15) Once the traffic count at the wuthweswm umntt to Swphenwa Village near the Rudiana W's 1.1 Industrial Park intersection reixh,, 7.996 chick trip' per da) m the Major (bllwor Raved. the Applicant (rill bend and cMlmenc eanslnwlbn of dm remaining additional Imes in the existing Myjw C'olleenr Road to pmvI& lox the ultimate lour -loo secinal coding at the cast side ol'U.S. Row 11. G. The Applicant will provide S50.00D tlau shall he udllzcrl m mulching funds by VUO I' ardor the ('unto) art 11kriek fm hour, improvements to the Inwrslmc 81 A. S. Route I I inTehange W I.si1317, L S('11001. ANI/ R.%1.1,FIEI.D SPIES: A School Site • Thc Aprlianl shall dadiedc 20 aeras of I -J Io the Fndmek Cmmy Schml 14wn1 I'm use w a weak samol slag ,,rich shall at inward the overall open space reluionle l IN the devch,gmal. the Appiiam will alb- ... lin S cribeasnn V ill. ,: residents to the siw to- a Foal neighborhood wren. and is ill • tiro, ode at. Fra -me and mTvcr. Ii. Src«rad Dasehall Fk4J Sec (1) law Apphmm shall Judra-ate 24 ons al IaiW Ie Pr,d,xnck (:one\' nrwch MIKT mall,' ac Fid,nd ('ouNy Jemgnats. • Wham combine with whoa hall field, dare will be 6 soccer favids -d 6 hawball fields ux mlw,n on da tocan fm S,hoVPark Site (Exhibit C). which shall cont toads the wv mil npan span'ryuircnoml for d.- do,cl 11araal. • The Applic-1 will allow access lox St Th.rwn Village asidau' m the site form a Incl mdghborhaW mmn ad will allow acewa to,vmer oral ecwsY. (2) Frederick C ... ly ma) conwcy ar knew its rrwn»hip interest in the socnr and baahall field siw, W. adorn em own Neither aril) to prmide nam-liml wp)mnuniaicx fm the public. C. hold ('mwTamc • law APMicml.slraR pmrid, a bowrdan' suncy and shall make dw nine . nfe:wh sit,. • Irnderiek Union, will execute an aFinatal in m eondhle Imon ohieb i, walxftvvn or the applican 11 Well mill plus id, oral mnfirin that said third pony agms to he bound M the pow isimis ofllw Prefer circuit 1) Land Ilse • Ano other similar lypcs or public rco shall be con ind ink with the consent ofthc Applicant ' If dw public purpus arc not com'mwtd or installed mmpkled call in mem the paacis which ata identified in whrnNgruphs A and R annvc,rithin to y,ars of cmvgana wW pmpaak may he purchass b)' the Aprlic-1 Fix the lad value specified in 44 of this proRer staemenl. P:. the Applicata nsTss the rine m retain mmromrp anJ pen-al,mJing. ak,pe utilin'. dmimgc. marm archer mana,cmml anid ix'a>s easrmmu m all public nx pncck which are Jadicatd la Iad.Yick Cmnl)'. 9. RF.CRF.ATIONAL AMENITIES: .A Recreational Conan lMe Appicantshall uwirol me recreation center within Land Ito'III asshown milk-(tmmlivel Ikrclopman Plan , • a halhhouse cud a6 -how. 25 -mm n axxn tili.n sy'immiu wl. i al ,roar. hail include pe i,ry • 11K: ncrcot'axi ' Work an this facilil) %hull e»ninena prim lathe issuance oflhe 250th iron -age rtsNned building Permit and I,- completed wcompletd prim to ostensive of" the Waft ,mage ms. vld building rearit B. Aelicc Adult Re aimn(irrwr ' lit Applicant shall vnaweone(1) teacalbn evulcroilh in uncoflhe lad Rin%forlhep ivala moofthe residaali .f da:Aclirc Adu11 C mmuniw. • Work mi this fwiliay dell armor Tie, prior, ibe is um¢ of dw 151h building (Kann and M complied priori. issuma of the 35oah building pemma in div Aer,c Adult ('wnmu.it,. C Pedcstdon'I Nil Sidewalk Sv:acm 'I he Applicant shall etro ni<t x pdcmrian Irdl m skkx'elk s rem, which nmtcts,:th ncreMkm awn ro Ow ,mrsomdin,neighbrrhood. Such trailsmsWevval4 smcm shallheucmrued W'wmw Jur orwamJ chips ur tach Maar inatcrials Pro,'iJd the; ata m pm of taw siak,'alk ryswm „ithin rhe puhik ri,hlof--wan'. D Lin»r Pad'1'roii " Ali mid, asphalt ar conemic had will be co a holed ad is 20' aide trail awancm dull he Jdiaatrl m Pndeick C'mmty parks and Resividion within the Ilion Ran ('uninformed run the Imgth of sail conicoron the subject prolan)' fin i,800 -/- liuwar fora "'slro,on on Ne ryo0ird (coma Itve4xmxnl i'Inn. • Anv ar,n.w ddicatd shallheindudd in law alanlmion or r,quind op.n space. -J shall uitk the Applirunno maeaienal credit units for the value of the cmwwnion of Ila Ida and dedicated Ind. • The Applicaul rewrves the right or main rempomgq and permanent placing utilit, sewer fon main. slap'. smon water manugmwnl.,anm Tian and druimgcc .a t, widinwid aldientd ase. In the event hat the public lancer park brand is enable to be: arnmmctd due to Count)' m Sww,nditwnas the Applicant shall dc%chip the liner rank trail as a private trail systu Dix me ma of line twalenls of Slcph:osan Village. IQ A(-rl\'F. ADULT Af.E-RES"1'R1(`rim yousING: A 'filo following language shall he included in the deeds conveying mal rmreny: Sul of the coupled ia- moil units dull . (1) All iother yicsideaus mmost reaids with a person who M agemolrkr is liOy-firc(55)ycnrsnfy;.Mold r, and beaspma.nmhuhiow an ompmfs mild cigkcen118) yam of ngc urokkr. (2)Gtsis odalhe n,c of Fifty-five l55)are pannilld Rr peridznflimemlo cxasd sixy lmq tiny n-raledur year. (3) A survivingspouse shall heallmwd to cominu, mncupyadwclling unit ixilhlul regard large. B. 20%01 Ihe,xcnrtd age-r"tnetd t"idemiai units xhull he elin„d to he mupid M' m Marl on Iwmw filly (SU) )rte of age ll ahel 111 All oIMr TiJents mom nsiak x'ilha rend, wen is fift)(50))sarsul'ageorolJe.henyxtxr:.nasdadriaa- nmpeni s child dgh(I e) )cars ofag, m near (2) (;.,aoda IW ago oa f li fifty (50)arc pammited fm lands whine nM m exasd sou)' Ira) Jars in any alcodarycur. lJl A wrviving srnli. shall bealln,,,d t. rnn[inn m mcvP)' u d,ellim; unit „iUxwt regnml In age. (4) Anvam,dmml non, MmacwWana with uPphahh lnllaid wawa ulnlwro' o n: Nal d havenin g nod the hd,nnl I aar Ilauaing Ant C. fhc rgmremew m quabf' as licasmg fu uid,r Part, tads, tier crkml fair Howie, Aea and the fair I Ira: m, Actor Virgmrn stall he meludd nn the J ails e,nveYr^, rt l putgan) dvgmled lac-ge-n.Mctd 11. AFFORDABLE. 1101' SING FOR THE CI-DERLV: • Thc Applicant will develop ad build"irmnt unitsmpmcide aRadable hawdng fm nim cW,da'. • law anstrw,tion of Thew apartment units will begin after at law 5t) p runt of lc mail spam Ices heel dercbpcd. pmvWed that the project qualifies liar the Multi -Family Loun Pro'cum mal Ihe I. No huama I having lax ('radil Program w 1:CIYRAL RF_SOURCF.S: 12. PRE5F.R\':\'PION UFIIIS'IMRI('.\i. A.N D(I A Byers hose • Thc 11,'ers h+uw will hems e,ed "de malappmprim: acv the APPlieunt B. camoon" • 'INc APPlicanl shill mark cud kknlify am acmYerie, m,d doral pnv:rce rM v an,cicriax in aamchance with all Comity and Slaw regulations. 13. COMMERV Lill. (ENTER: A MajorC'.Ikdm Raxd Acce. - • Provide lr all tum laws ad INR. signaliza[iam an the MajorCollator Rod xn'ing the cormar tial caller • llmJue INIiw impart analysis modus for ado norm tial sow pan wbeniud m Pndcnh l'ounty ' A lmRcsignuliiation a,retlnnl will hcsnatd with VD0T B. Architectural Oasip • Racaml archi ecmml and design msinefile coven mils for the commercial aatr will shall submit a copy to the Frdm& ('aunty Planing race. nod the Facdcrick County Building OOieml w ith the tom sie plan within the caanmerctal coni. • Pon, Ill. for do, asmblishmnt or N, architectural review hawd or the purpose of ro'mw awl aplawn at 01'.11 archi e"No l elevations and signage fu all aaularminl uses. ('. All cmmen fill siw phos submitted [a Frexbrkk Count, lin Ric- mmm,xiul senter aksignad to imPlaawit hal arani ..1 prtdces IBM P) D Ila arca, within the commercial Amer that arc No on amcd to the gmdad an cleoid for the implenmuxlun of all aprmve . site plans,yi 11 normo urdimwbd. 17. Pit, ide for o maxinm... of 250.000 square fel of cmnnlemid laud uvc P. The developme.ofm.000 sq.arc&ol of, ... man spwz will begin within the eourm al wrier no IN., than the humans, oflhe 1.200th nam -age rsuicwdrat, idivalial building Permit with c mp Wian ofihis commercial apnea within 18 mmth, 14. RENT FREE ('OUNT\' OFFICE. SPACE; A Pmvidc up to 2.500 square feel of shell space fm a I0 -year period inn Ihr: exclusive ofulility and unmou ora . mwinWo-m charges in lbecmmtmialcmwrfur the lmalimi ofu Finale San'ice Suwlli[e Pacilig fm Frtderick County. 1 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 i L COMMU VTV DF_41CN A. ledge • Provide N os'umll uwlinuilr afdcigm"Min Ill canonical) I B. Amh)uctme Ihwami '- (I)Anilit Architectural rayinghlg nfilonsiug lln)11')'psll ugh4crostmnd in maudancewilhma k UmtI)R lishihils. I lousing Unit'I'ppes 5 acrd 6 shell h, mrynihlc with I louring Unit "types 1 thmu,h 4. (A Access 1. gaairm b) the uta it shall beeo„cd an I lousing Unit types I(Cammge I Donk 3(('mmge I Imrw).5 (Modified Siegle -Tamil) Small for. clod 6(Md fast Townhou •). (3) Spcei fic architectural clemmis allowed an I bus its Mail',,. shall initak porkd mor., hILN dnimuci, huleamio' or decks. inches all gawps, C. ]leasing Urlit'fype 31('.11.9. II.", and UNI l$pr 4(Cnmyard Clu Wl (1) Itck, and l'mio • All dcek pinnks.shall he ('hes., 1(A) lir, nasal mlpecite INm a nharprydhaogiml metrial. (2) Floc Pinowi.n 5)nam • ComyardClustered C.11a9chouses old havea 13-U sprinkler symem in ah hone mW the 9ateg". D. Lighting ' Aar "tailor lighing of iddividual hamo nr common use mcremkm amus shall be dirclad dmowred .,it toward. E. Arehiwa'mNl and Ile. im ('meraus' • levclop arehiloomal ad design em, mon, f.. ad csmblish an umhiw ural ner'uw h.md for Ilw pur e^t' nfn-vivry nod arpmval of all architrruml ek)mioru, cnerinr anbucauml feamn, as well as tar P-Nidy pnwkkd an tans locawd nn sit" dedicmd C Public use. t EN\'IRONMENI'A1. A. F,nvimnnKaaul lsalmas mW laseunents: (O Sitar ..t x'ildlif hahitWs shall he iJ milied apd pmsand h) IM Applicmn with taenial asimune fnm the Virginia Ocriarnrm.f Gmnc and bead Fiche a (2) Limit [he doadng and grading m act, Fol or 'I'd urea odd far mromurs.' militias ac s and franc pmtcietkm. (J) Urtimilabble wdaods. unbuildahlc 14wdpini n,. and unbuildahk caaT slam" shall be designated and dull M whjeelm the following: or Clearing a ad grading will ndncenuon.t,o elopes nrb,mty' five precal(25R) a gooden. caacpl li (mill rad eross'm,c. Militias. dmim,c. and morin tartar m-a[ymeal facilities. Ib) Ieveh amen) within nauWplain max shall be limited it, dw public Linclr Pink Trail 19. (c) BuOers ad C...,.im Roseman, 0) A(I00')widr rxm-dimudwnm bullu'ihnllMpn,viJd mesial, nfmg pined bl imnudiatel, adjacent to I halt Ron ad the vledmlds tonnateal Rm'in ('enol. (ii) .A (20') wide huff, shall he provided panidc.fan, plined Irl immediately djwsnl to it. Ilyear tloodpW.. • Welland, Inemnllleal Rariue ("Now r . 'f frclhc its IRun ('wriJormW tax. 4 R",wlu nmria n arta' iJeru nal W 1) tin It I two Ron (.will. (1I considered a ncsawra forced. arta C'kming and grading by individual IN cont . is prohibited tyithi. this zma. (2) A I Ira') tom midis udmna ImRcr shall tw pnwided outside of.) platted IN adjuvant 10 [he Unit Ron Cutridm' (3) Aminimum buR2rof(20') shall border all xelland preservation are,. (4) Native plants and cluster turas will he pnscned amPor mbrved in;ccound with the Forma Managenott l•Wi along the wu,ht side of Ile thou Ran Camden. (5) A p1.-tin9 plan along the nroh sick of da I lia4 Run C'condor will be cnnM•d with technical assimmue f can VDGII: and the Lord ISirfas Soil .,it Water Co. I Di.611 ('. 11 ellaldc Intemtillam Rmin ('lamawl: fle Wetlands Intermittent Ravin ('hmmul shall be armsidcml a resource protection amt. ('haring and grading It, individual led awrwrs is pmhihitd within this'�}sn. planting plan low upland bed,, w ill too anatd wide technical ussietana 1'mm VIHRF ad the Lad Fainbs Soil ad \VWcr(nm rvnlion Oimriv. D. Frost M ... second flan: (1) 'Ili Forest Stewardship ud Mnnogernem Plan kill be a, led with technical taint. fan the' Department of F acmry. (2) Existing planets will he identified oda it M:m:liiti it and appmpriae shall he IoWd and designed as Memme wore, infnitmlim ou tor: Bile. Aminimum m:a ol'nysjnty fvcl (M') wide surmouoding cacti tach pard shall he 0.,ilorad m n Pak wwitm. (3) Fla Forsd Mamagemenl Phin will he create ,1Ih ,cchniall assisanm Inall the OvTmrnmt-11"Fa cal 11. Flo,iroun cowl I llili0'7ltoaa Iunpmns: • ('mmmctim, of utilities r.ad, [.a t bit-nnaiIan won s, w nc11a ds matin stand M elbwd wt hill the cnvimamcnul knmres listedin 51M-¢I6D olithis pmRr mmcnn. Kml. AncolMmekm ohhe above rated beat, will use loo impel mwsmmhm melli ds. i F. Imrkmemmiwi of I'mhnaiam,nts oral An+dnaw' • Therymlomation Pertaining lnmimd mica smemsan vaionm,u:s1. he xtm ofmc Mml,rlevicellbe Pion. Infwmadnn psmf d.- w pmrymd whohcemrnn and-lerdnunm m lac ,m wa am, tam ai,:as shall tl included as' mumltvcs Orth, Mercer 0.vckpm�nl I'Inn In comm: [bin Jin%, treament nwawns will be in9dcnrrncJ. 17. COMMUNUn' CCRRSIBF.'I'R\SII 1UOLLE(-1'R)1,: ' II nd.l axlemrc renmaoiwndcc. V -shill h: sirvdad f'anxnnruae mJ, A the ink„loll. sae henwm dao a P m rym r , N The arta immdiaml) wmwndmg,avh dumper silt snail be: til -id win acgamom, umdann w xtvmd tl Nal PI -td to lli, ntdiun Oranv„cwtd arc, inudmm�tn ler n-ywrd fame ad gar aahsare IA WKfV.R ANO SE\VER LMPRO\'F.\IF:N'IN: A. 'fhc Apulian d,all dedicae led m he milind Ibr the hwalim oft ngkml fwnip matin m dnmmimd M 1)w Fn:datel: County Sullivan. Authority r (ISA) It. Poon Sumem • Flu Arrlicem shall mnswp a pump>atim io mnlimnamc tyilh aha fnderick ('oumy Sanimion Authority Rome I I North Sexmr and Wncr Scrim Aix Plxn arid(shall Jadicum tlm wprliavbk nalcrmd x rte INas w F('SA fm common and mama ace. • 'Ifie pump slatinn shall he mawctd md,yw� Ronal prior to the tom recmryuuy Permit in Swphemwm Wing, C. Waermial Sexvr Liras • "lite Apldic-I snail mmm�m walm ad sc„erlincs in mnlixmalKc wile Ili Frdadck ['our)' Smimlkm Audwriq Rmc 1 I North Sewer and W'aeY Stt,itc Plmi: • 'i'hc applicant sh.Tll prorid, xamr ad wwcr lino of i,rk9uurc :Jzc to the pmPadc lin lou all lublidy Jalirwld pmRYtics. A. '11x: Fndaick County Rech of Sial' tarsnu l...I" the kation ad provision .1 those public aces nod facilil specifically mfcrenced un the (1-rmiizd Dc,,v,rcnl Plan. in this Pm?er Staeatml. nod Ow rswasim ad onswdion roti, t r and serve lines and facilities mJmuds inti s'an m sere this Portion, nommia m Ili Virginia ('rade Section 15.2-2232 tad the Frtdnick Cooly UNI, 20. CREATION OF IIOMEOW'NERS .\53(R'I.% riox(s): A. Crratiamof Arbaaimiads) A lourcosmersasociation or manedam one nunmmmr, mwintion fl IOA'')smIl WereWN uod said be tend: mymnsible far the mvic- and app r, All of ckolm slm,dook lin the Slgq.'- Village Oavellq.1 and for the mainimancc nnJ repair of all mnunon art:n. Il. Additional Rcapmuibilitp • 'Ific I DOA shall 11ave Ijllc u, a1xUm nslKnuihiljry fm: (1) All commonopensrome irchding,noul, tar facilities ureas nM Mher row ddiatd mryrhlic usemmainWtd Is, urn ercud entities. (2) Curacao huffcrufcus Farted nuekeof residential IN. (3) Residential curkide 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 X X X X X X X X 21. PROFFERED 1101 SING HIES: • Thc following l lousing Unit rypes arc praffensi herein. Am existing or future I losing Unit Type. which is pertained under taw R4 Residential Planned Cammmiry Olmdet. may also he utiliad. • The minimum JCABII stondaWs for the IiJlowing housing I)'1xn urc suminwind cud liseil m ffdlibil li - Minimmn Design Standards. • "Dousing Unit 'ape I"(Carriage I bull • "housing Unit Type 2'(Non-Alley ('miuge I loos.): • "I lousing Unit 'I')Te 3' it chase l loom): • Iialeasing Ilorerc4"(CmutyuW(lustm): • "I lousing Unit 'Iype3"(3lodifrd Single Fmlily OcuwiedLot): ' "l lousing Unit '1'yN6'(Mdilid"I'nwohowi'Anaell:d Ovellmg): ' `I lousing Iran Typc 7" (Elderly l housing U11viling): 22. S'rRFEr5CAPF DESIGN AND IANDSCAPINGr A. The Applicant shall provide landscaped areas on both sides d'the Mnior ('olleclor Road as illustrated No the attached Exhibit D ('I'ypicul Majau Colleoux Rod Sack.) (1) Wmdland emow tion ureas shall have a rr yi.g width orm, ass than fnfcn feet and And he provided ,chem feasible basad urym final cngincering and design. Tres doll he plmtd at the minimum tete -flora tin every 40 lima feet along the readout frontage and shall be planed in clusters rather Ilion a linear pane,. (2) Swdscapr • At the Applicant, option. mcs and shrub., shall be planed in clusters and shall he Plminl m an equivalar role of ten plant nails Par 40lancer feel of collector meal mod"kv Intrinsic • Plana unit credits um delcmdras w fall.,: Shade Tm"rl'al.cadpeq= IO plant units. Ommncntal Ives(1.5"minimum caliper)=5 plant units. Erermtor 1=.% (6* min. height) =5 plant uohcn Shrubs (18" minimum height) = 2 plant trials. e. The Applicmt shall have the option of utiiiring Iandexrad central Woods within cul -de -w". When landward islands arc utilized a teen) -eight furl (28') foot proved arca shall be provided to ma, mmddw wv-)trod parking and wvd aisl w. C. Where cmdi(imns permit. vegetated open channels shall be used in singe right-,If-,va)x 1'nr worn omer rumadI inmcd of and, and paterm , 1). 1'o the indent possible. alone fins or ,mal chip lmilslputhssh.11 be used insced of asphalt unlatch, When practical. such ImiWicalls shall he looted on only one sire ofeach interior and provided sidewalks urn net required or practical wild. the adjacent rod right-hf-woy. 23.0031 MRN 1"1'V SIGNAGE PROGRAM: A. C'ommtion, P.ntmnce, • The Applicant manes the right In common community entry f •mums including a mmummt stylesign at the mlmmea to the development Such signage 111-11 ort cxrnd mm signs per intersection- one warning nn oalwr side of Oe cnlrmove. • Sign pane areas shall not exceed 65 square list N, is.. and Wwll be ra whcd m a wall not le exceed 8 feel in height. exdding pie.. which shall be 9.25 fact in height the wall suppming the signage will but he included in the allowable square Ibmage, rte Ole sign panel. It. N a •igh brrihcmd Enwmss • 'ILe Applicant resents the right to construct neighbnNod entry features including a rmmument myle sign at the entrance to each neighborhood. Such cigmge And nal excad two signs Par intersection alae owning . either side of the erm-m. • Sign real areas sbull act exceed 40 square fat per sign. and shall he watched to. wall not to cxcttd 7 fail in height, excluding piers, which shall iw 9.25 fed in height. The wall wpNalmg the signage will nm he included in the allowable square famng: Ivor Om sign pant. C. Cmnmerciai Itnuance • (bmwvmI frmxlmaims Natin11s Sign, shall lwnmmovent style with similar design nal moteiols m the community colo fNlut, Ason. • ('on memiol f csl-Jing busincs signs shall he no more than 20'm height measured form the boss real m spacd a minimum of 1 W I'at spot. Page 27 Pending On-going Complete X X X X X X X X X X N N X X X X X X X i L COMMU VTV DF_41CN A. ledge • Provide N os'umll uwlinuilr afdcigm"Min Ill canonical) I B. Amh)uctme Ihwami '- (I)Anilit Architectural rayinghlg nfilonsiug lln)11')'psll ugh4crostmnd in maudancewilhma k UmtI)R lishihils. I lousing Unit'I'ppes 5 acrd 6 shell h, mrynihlc with I louring Unit "types 1 thmu,h 4. (A Access 1. gaairm b) the uta it shall beeo„cd an I lousing Unit types I(Cammge I Donk 3(('mmge I Imrw).5 (Modified Siegle -Tamil) Small for. clod 6(Md fast Townhou •). (3) Spcei fic architectural clemmis allowed an I bus its Mail',,. shall initak porkd mor., hILN dnimuci, huleamio' or decks. inches all gawps, C. ]leasing Urlit'fype 31('.11.9. II.", and UNI l$pr 4(Cnmyard Clu Wl (1) Itck, and l'mio • All dcek pinnks.shall he ('hes., 1(A) lir, nasal mlpecite INm a nharprydhaogiml metrial. (2) Floc Pinowi.n 5)nam • ComyardClustered C.11a9chouses old havea 13-U sprinkler symem in ah hone mW the 9ateg". D. Lighting ' Aar "tailor lighing of iddividual hamo nr common use mcremkm amus shall be dirclad dmowred .,it toward. E. Arehiwa'mNl and Ile. im ('meraus' • levclop arehiloomal ad design em, mon, f.. ad csmblish an umhiw ural ner'uw h.md for Ilw pur e^t' nfn-vivry nod arpmval of all architrruml ek)mioru, cnerinr anbucauml feamn, as well as tar P-Nidy pnwkkd an tans locawd nn sit" dedicmd C Public use. t EN\'IRONMENI'A1. A. F,nvimnnKaaul lsalmas mW laseunents: (O Sitar ..t x'ildlif hahitWs shall he iJ milied apd pmsand h) IM Applicmn with taenial asimune fnm the Virginia Ocriarnrm.f Gmnc and bead Fiche a (2) Limit [he doadng and grading m act, Fol or 'I'd urea odd far mromurs.' militias ac s and franc pmtcietkm. (J) Urtimilabble wdaods. unbuildahlc 14wdpini n,. and unbuildahk caaT slam" shall be designated and dull M whjeelm the following: or Clearing a ad grading will ndncenuon.t,o elopes nrb,mty' five precal(25R) a gooden. caacpl li (mill rad eross'm,c. Militias. dmim,c. and morin tartar m-a[ymeal facilities. Ib) Ieveh amen) within nauWplain max shall be limited it, dw public Linclr Pink Trail 19. (c) BuOers ad C...,.im Roseman, 0) A(I00')widr rxm-dimudwnm bullu'ihnllMpn,viJd mesial, nfmg pined bl imnudiatel, adjacent to I halt Ron ad the vledmlds tonnateal Rm'in ('enol. (ii) .A (20') wide huff, shall he provided panidc.fan, plined Irl immediately djwsnl to it. Ilyear tloodpW.. • Welland, Inemnllleal Rariue ("Now r . 'f frclhc its IRun ('wriJormW tax. 4 R",wlu nmria n arta' iJeru nal W 1) tin It I two Ron (.will. (1I considered a ncsawra forced. arta C'kming and grading by individual IN cont . is prohibited tyithi. this zma. (2) A I Ira') tom midis udmna ImRcr shall tw pnwided outside of.) platted IN adjuvant 10 [he Unit Ron Cutridm' (3) Aminimum buR2rof(20') shall border all xelland preservation are,. (4) Native plants and cluster turas will he pnscned amPor mbrved in;ccound with the Forma Managenott l•Wi along the wu,ht side of Ile thou Ran Camden. (5) A p1.-tin9 plan along the nroh sick of da I lia4 Run C'condor will be cnnM•d with technical assimmue f can VDGII: and the Lord ISirfas Soil .,it Water Co. I Di.611 ('. 11 ellaldc Intemtillam Rmin ('lamawl: fle Wetlands Intermittent Ravin ('hmmul shall be armsidcml a resource protection amt. ('haring and grading It, individual led awrwrs is pmhihitd within this'�}sn. planting plan low upland bed,, w ill too anatd wide technical ussietana 1'mm VIHRF ad the Lad Fainbs Soil ad \VWcr(nm rvnlion Oimriv. D. Frost M ... second flan: (1) 'Ili Forest Stewardship ud Mnnogernem Plan kill be a, led with technical taint. fan the' Department of F acmry. (2) Existing planets will he identified oda it M:m:liiti it and appmpriae shall he IoWd and designed as Memme wore, infnitmlim ou tor: Bile. Aminimum m:a ol'nysjnty fvcl (M') wide surmouoding cacti tach pard shall he 0.,ilorad m n Pak wwitm. (3) Fla Forsd Mamagemenl Phin will he create ,1Ih ,cchniall assisanm Inall the OvTmrnmt-11"Fa cal 11. Flo,iroun cowl I llili0'7ltoaa Iunpmns: • ('mmmctim, of utilities r.ad, [.a t bit-nnaiIan won s, w nc11a ds matin stand M elbwd wt hill the cnvimamcnul knmres listedin 51M-¢I6D olithis pmRr mmcnn. Kml. AncolMmekm ohhe above rated beat, will use loo impel mwsmmhm melli ds. i F. Imrkmemmiwi of I'mhnaiam,nts oral An+dnaw' • Therymlomation Pertaining lnmimd mica smemsan vaionm,u:s1. he xtm ofmc Mml,rlevicellbe Pion. Infwmadnn psmf d.- w pmrymd whohcemrnn and-lerdnunm m lac ,m wa am, tam ai,:as shall tl included as' mumltvcs Orth, Mercer 0.vckpm�nl I'Inn In comm: [bin Jin%, treament nwawns will be in9dcnrrncJ. 17. COMMUNUn' CCRRSIBF.'I'R\SII 1UOLLE(-1'R)1,: ' II nd.l axlemrc renmaoiwndcc. V -shill h: sirvdad f'anxnnruae mJ, A the ink„loll. sae henwm dao a P m rym r , N The arta immdiaml) wmwndmg,avh dumper silt snail be: til -id win acgamom, umdann w xtvmd tl Nal PI -td to lli, ntdiun Oranv„cwtd arc, inudmm�tn ler n-ywrd fame ad gar aahsare IA WKfV.R ANO SE\VER LMPRO\'F.\IF:N'IN: A. 'fhc Apulian d,all dedicae led m he milind Ibr the hwalim oft ngkml fwnip matin m dnmmimd M 1)w Fn:datel: County Sullivan. Authority r (ISA) It. Poon Sumem • Flu Arrlicem shall mnswp a pump>atim io mnlimnamc tyilh aha fnderick ('oumy Sanimion Authority Rome I I North Sexmr and Wncr Scrim Aix Plxn arid(shall Jadicum tlm wprliavbk nalcrmd x rte INas w F('SA fm common and mama ace. • 'Ifie pump slatinn shall he mawctd md,yw� Ronal prior to the tom recmryuuy Permit in Swphemwm Wing, C. Waermial Sexvr Liras • "lite Apldic-I snail mmm�m walm ad sc„erlincs in mnlixmalKc wile Ili Frdadck ['our)' Smimlkm Audwriq Rmc 1 I North Sewer and W'aeY Stt,itc Plmi: • 'i'hc applicant sh.Tll prorid, xamr ad wwcr lino of i,rk9uurc :Jzc to the pmPadc lin lou all lublidy Jalirwld pmRYtics. A. '11x: Fndaick County Rech of Sial' tarsnu l...I" the kation ad provision .1 those public aces nod facilil specifically mfcrenced un the (1-rmiizd Dc,,v,rcnl Plan. in this Pm?er Staeatml. nod Ow rswasim ad onswdion roti, t r and serve lines and facilities mJmuds inti s'an m sere this Portion, nommia m Ili Virginia ('rade Section 15.2-2232 tad the Frtdnick Cooly UNI, 20. CREATION OF IIOMEOW'NERS .\53(R'I.% riox(s): A. Crratiamof Arbaaimiads) A lourcosmersasociation or manedam one nunmmmr, mwintion fl IOA'')smIl WereWN uod said be tend: mymnsible far the mvic- and app r, All of ckolm slm,dook lin the Slgq.'- Village Oavellq.1 and for the mainimancc nnJ repair of all mnunon art:n. Il. Additional Rcapmuibilitp • 'Ific I DOA shall 11ave Ijllc u, a1xUm nslKnuihiljry fm: (1) All commonopensrome irchding,noul, tar facilities ureas nM Mher row ddiatd mryrhlic usemmainWtd Is, urn ercud entities. (2) Curacao huffcrufcus Farted nuekeof residential IN. (3) Residential curkide 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 X X X X X X X X 21. PROFFERED 1101 SING HIES: • Thc following l lousing Unit rypes arc praffensi herein. Am existing or future I losing Unit Type. which is pertained under taw R4 Residential Planned Cammmiry Olmdet. may also he utiliad. • The minimum JCABII stondaWs for the IiJlowing housing I)'1xn urc suminwind cud liseil m ffdlibil li - Minimmn Design Standards. • "Dousing Unit 'ape I"(Carriage I bull • "housing Unit Type 2'(Non-Alley ('miuge I loos.): • "I lousing Unit 'I')Te 3' it chase l loom): • Iialeasing Ilorerc4"(CmutyuW(lustm): • "I lousing Unit 'Iype3"(3lodifrd Single Fmlily OcuwiedLot): ' "l lousing Unit '1'yN6'(Mdilid"I'nwohowi'Anaell:d Ovellmg): ' `I lousing Iran Typc 7" (Elderly l housing U11viling): 22. S'rRFEr5CAPF DESIGN AND IANDSCAPINGr A. The Applicant shall provide landscaped areas on both sides d'the Mnior ('olleclor Road as illustrated No the attached Exhibit D ('I'ypicul Majau Colleoux Rod Sack.) (1) Wmdland emow tion ureas shall have a rr yi.g width orm, ass than fnfcn feet and And he provided ,chem feasible basad urym final cngincering and design. Tres doll he plmtd at the minimum tete -flora tin every 40 lima feet along the readout frontage and shall be planed in clusters rather Ilion a linear pane,. (2) Swdscapr • At the Applicant, option. mcs and shrub., shall be planed in clusters and shall he Plminl m an equivalar role of ten plant nails Par 40lancer feel of collector meal mod"kv Intrinsic • Plana unit credits um delcmdras w fall.,: Shade Tm"rl'al.cadpeq= IO plant units. Ommncntal Ives(1.5"minimum caliper)=5 plant units. Erermtor 1=.% (6* min. height) =5 plant uohcn Shrubs (18" minimum height) = 2 plant trials. e. The Applicmt shall have the option of utiiiring Iandexrad central Woods within cul -de -w". When landward islands arc utilized a teen) -eight furl (28') foot proved arca shall be provided to ma, mmddw wv-)trod parking and wvd aisl w. C. Where cmdi(imns permit. vegetated open channels shall be used in singe right-,If-,va)x 1'nr worn omer rumadI inmcd of and, and paterm , 1). 1'o the indent possible. alone fins or ,mal chip lmilslputhssh.11 be used insced of asphalt unlatch, When practical. such ImiWicalls shall he looted on only one sire ofeach interior and provided sidewalks urn net required or practical wild. the adjacent rod right-hf-woy. 23.0031 MRN 1"1'V SIGNAGE PROGRAM: A. C'ommtion, P.ntmnce, • The Applicant manes the right In common community entry f •mums including a mmummt stylesign at the mlmmea to the development Such signage 111-11 ort cxrnd mm signs per intersection- one warning nn oalwr side of Oe cnlrmove. • Sign pane areas shall not exceed 65 square list N, is.. and Wwll be ra whcd m a wall not le exceed 8 feel in height. exdding pie.. which shall be 9.25 fact in height the wall suppming the signage will but he included in the allowable square Ibmage, rte Ole sign panel. It. N a •igh brrihcmd Enwmss • 'ILe Applicant resents the right to construct neighbnNod entry features including a rmmument myle sign at the entrance to each neighborhood. Such cigmge And nal excad two signs Par intersection alae owning . either side of the erm-m. • Sign real areas sbull act exceed 40 square fat per sign. and shall he watched to. wall not to cxcttd 7 fail in height, excluding piers, which shall iw 9.25 fed in height. The wall wpNalmg the signage will nm he included in the allowable square famng: Ivor Om sign pant. C. Cmnmerciai Itnuance • (bmwvmI frmxlmaims Natin11s Sign, shall lwnmmovent style with similar design nal moteiols m the community colo fNlut, Ason. • ('on memiol f csl-Jing busincs signs shall he no more than 20'm height measured form the boss real m spacd a minimum of 1 W I'at spot. Page 27 Pending On-going Complete X X Z X X X X X N N X X C X > X X Q X X X X 3 it X 3 X X X M X z 0 Septemb.3, 2003 SIGNA�TU E.�PAGE The conditions set forth herein ere the proffers for Stephenson Village and supersede all previous proffer statements submitted for this Development. Respxtfully, submitted, Stephenson Associates, L.C. By: v Ne : J. o Shoacy, Jr T' e: Manager Subscribed end sworn before )rte this 8th day of Sept. . 2003. Susan D. Stahl (Typed Name Notary) jana M CornmissionEx ires: 4-30 -2004 Notary Public 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, 2006, REV. NOVEMBER 26, 2006 (INSTRUMENT NO. 070005227) 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, 2006, REV. 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) d Z_ �Rw V Z W a UJyy N N Z e� dON o ry n C > � U] Q LU (n i r a 3 it 3 Z M W z 0 W W CO v 0 a v z W IE d A e'2 � rn a h v c 4 Lic. No. 3)2809 DATE: 10/03/2016 SCALE:' N/A DESIGNED BY: KDP FILE NO. 27608 SHEET 14 OF '14 13-22 U a W Z fFT� > � U] Q 1 (n i la -I Q M z 0 W CO v 0 a Z z W ... U W O U Q a 0 i- d E. � S w 0 cd a C0 $L. w Z W W q al C0 I•) 0 0 DATE: 10/03/2016 SCALE:' N/A DESIGNED BY: KDP FILE NO. 27608 SHEET 14 OF '14 13-22