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PC 09-18-13 Meeting Agenda AGENDA FREDERICK COUNTY PLANNING COMMISSION The Board Room Frederick County Administration Building Winchester, Virginia September 18, 2013 7:00 P.M. CALL TO ORDER TAB 1) Adoption of Agenda: Pursuant to established procedures, the Planning Commission should adopt the Agenda for the meeting ................................................................ (no tab) 2) Committee Reports .................................................................................................. (no tab) 3) Citizen Comments .................................................................................................... (no tab) PUBLIC HEARING 4) Rezoning #04-13 The Overlook, submitted by Greenway Engineering, Inc., to rezone 55.46 acres as follows: 14.183± acres from RP (Residential Performance) District to RA (Rural Areas) District; 7.098± acres from RP (Residential Performance) District to B2 (General Business) District; 10.040± acres from RA (Rural Area) District to RP (Residential Performance) District; and 24.145± acres to remain RP (Residential Performance) District with proffers. The property is located on the south side of Berryville Pike (U.S. Route 7) near and adjoining the Valley Mill Road intersection and are identified by Property Identification Numbers 55-A-161, 55-A-165A, 55-A-166, 55-A-167, 55-A-167A, 55-A-168, 55-A-174A, 55-A-174B, 55-A-174D, and 55-A-165 a portion, in the Red Bud Magisterial District. Mr. Ruddy ...................................................................................................................... (A) 5) Adjourn REZONING APPLICATION #04-13 The Overlook Staff Report for the Planning Commission Prepared: September 3, 2013 Staff Contact: Michael T. Ruddy, AICP, Deputy Planning Director Reviewed Action Planning Commission: 09/18/13 Pending Board of Supervisors: 10/09/13 Pending PROPOSAL: To rezone 55.46 acres as follows: 14.183± acres from RP (Residential Performance) District to RA (Rural Areas) District; 7.098± acres from RP (Residential Performance) District to B2 (General Business) District; 10.040± acres from RA (Rural Areas) District to RP (Residential Performance) District; and 24.145± acres remaining as RP (Residential Performance) District. LOCATION: The property is located on the south side of Berryville Pike (U.S. Route 7) near and adjoining the Valley Mill Road intersection. EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 09/18/13 PLANNING COMMISSION MEETING: The Overlook rezoning application is generally consistent with future land use designations of the 2030 Comprehensive Plan. More specifically, the commercial land use adjacent to Valley Mill Road in proximity to Route 7 and the residential land uses also along Valley Mill Road and to the interior of the project are consistent with the Senseny/Eastern Frederick Urban Areas Plan which provides guidance on the future development of the property. The impacts associated with this rezoning request have generally been addressed; in particular, the transportation improvements proposed which are substantial and further the County’s long range transportation efforts. A couple of elements of the rezoning application have been identified that should be recognized by the Planning Commission during your consideration of this request. The most recent Development Impact Model output identifying the impacts to community facilities is not recognized and the number of entrances to the project from Valley Mill Road, as pointed out by Mr. Bishop, should be evaluated. Confirmation of these items, and any issues raised by the Planning Commission, should be addressed prior to the decision of the Planning Commission. Following the required public hearing, a recommendation regarding this rezoning application to the Board of Supervisors would be appropriate. The applicant should be prepared to adequately address all concerns raised by the Planning Commission. Rezoning #04-13 The Overlook September 3, 2013 Page 2 This report is prepared by the Frederick County Planning Staff to provide information to the Planning Commission and the Board of Supervisors to assist them in making a decision on this application. It may also be useful to others interested in this zoning matter. Unresolved issues concerning this application are noted by staff where relevant throughout this staff report. Reviewed Action Planning Commission: 09/18/13 Pending Board of Supervisors: 10/09/13 Pending PROPOSAL: To rezone 55.46 acres as follows: 14.183± acres from RP (Residential Performance) District to RA (Rural Areas) District; 7.098± acres from RP (Residential Performance) District to B2 (General Business) District; 10.040± acres from RA (Rural Areas) District to RP (Residential Performance) District; 24.145± acres remaining as RP (Residential Performance) District. LOCATION: The property is on the south side of Berryville Pike (U.S. Route 7) near and adjoining the Valley Mill Road intersection. MAGISTERIAL DISTRICT: Red Bud PROPERTY ID NUMBERS: 55-A-161, 55-A-165A, 55-A-166, 55-A-167, 55-A-167A, 55-A-168, 55-A-174A, 55-A-174B, 55-A-174D, and 55-A-165 a portion. PROPERTY ZONING: RA (Rural Areas) District and RP (Residential Performance) District. PRESENT USE: Residential, agricultural, and vacant. ADJOINING PROPERTY ZONING & PRESENT USE: North: RA (Rural Areas) Use: Residential South: RA (Rural Areas) Use: Residential and Agricultural East: RA (Rural Areas) Use: Residential West: MH1 (Mobile Home Community) Use: Mobile Home Community Rezoning #04-13 The Overlook September 3, 2013 Page 3 REVIEW EVALUATIONS: Virginia Dept. of Transportation: Please see attached comments dated July 1, 2013, from Matthew Smith, VDOT. Fire and Rescue: Plan approved. Public Works Department: No comments at this time. Department of Inspections: No Comments. Frederick County Sanitation Authority: Please see attached letter dated November 27, 2012, from Uwe E. Weindel, PE. Service Authority: Please see attached letter date November 28, 2012, from Jesse W. Moffett, Executive Director. Frederick-Winchester Health Department: No Comment. Parks & Recreation: The applicant is addressing the Community (County) Development Impact Model for Parks and Recreation as addressed in the Impact Analysis statement dated 11/11/12. Winchester Regional Airport: Please see attached letter dated January 16, 2013, from S. R. Manuel, Executive Director. Frederick County Attorney: Please see attached comment dated June 21, 2013, from Rod Williams, County Attorney. Frederick County Public School: Please see attached letter dated February 19, 2013, from K. Wayne Lee, Jr., LEED GA. Historic Resources Advisory Board: No comments. Planning & Zoning: 1) Site History In 2007, the Board of Supervisors approved a request to rezone 30.26 acres from RA (Rural Areas) District to RP (Residential Performance) District, and 15.18 acres from MH1 (Mobile Home Community) District to RP (Residential Performance) District, totaling 45.44 acres, with proffers, for up to 240 single family attached townhouses. This rezoning application, Rezoning#12-06, was approved on July 25, 2007. In essence, this rezoning application (Rezoning#04-13) is a reprogramming of Rezoning#12-06. Rezoning #04-13 The Overlook September 3, 2013 Page 4 The original Frederick County Zoning Map (U.S.G.S. Stephenson Quadrangle) identified the parcels for which the rezoning is being requested as being zoned a combination of A-1 Agricultural and MH Mobile Home zoning classifications. The County’s A-1 and A-2 agricultural zoning districts were combined to form the RA (Rural Areas) District upon adoption of an amendment to the Frederick County Zoning Ordinance on May 10, 1989. The corresponding revision of the zoning map resulted in the re-mapping of the subject properties and all other A-1 and A-2 zoned land to the RA (Rural Areas) District. The Mobile Home designation encompassed the original boundaries of the Blue Ridge Mobile Home Park. The most recent Site Plan for the development of the remaining areas of the Blue Ridge Mobile Home Park was approved by the County on July 30, 1987. In 2005, a Boundary Line Adjustment plat was approved by the County that reorganized the parcels that made up rezoning request Rezoning#12-06. Parcels 55-A-161, 55-A-165A, 55-A-166, 55-A-167, 55-A-167A, 55- A-174A maintained the RA zoning classification. Parcels 55-A-168 and 55-A-174D maintained the MH1 zoning classification. Parcel 55-A-174A contains both the MH1 and RA zoning classification. The approval of this rezoning request would place all of the properties entirely into the RP zoning classification. As stated previously, Rezoning#12-06 was approved on July 25, 2007 by the Board of Supervisors. 2) Comprehensive Policy Plan The 2030 Comprehensive Plan is the guide for the future growth of Frederick County. The 2030 Comprehensive Plan and the Senseny/Eastern Frederick Urban Areas Plan provide guidance on the future development of the property. Appendix I includes the Senseny/Eastern Frederick Urban Areas Plan as an approved Area Plan. The property is located in the UDA (Urban Development Area) and the SWSA (Sewer and Water Service Area). The 2030 Comprehensive Plan identifies the general area including and surrounding this property with a residential land use designation. In general, the proposed residential designation for this property is consistent with this residential land use designation of the Comprehensive Plan. In addition, a small area of commercial land use is identified on this property at the intersection of the related Valley Mill Road and Route 7, south of the environmental features that run parallel to Route 7. This area of commercial land use is consistent with the commercial designation identified in the Plan. The anticipated residential density is consistent with the residential densities of the RP (Residential Performance) section of the Zoning Ordinance, which was recently updated in implementation of the Comprehensive Plan. In addition, the introduction of a small area of commercial land use provides for a mix of uses in conjunction with each other, also an element of the 2030 Comprehensive Plan. Rezoning #04-13 The Overlook September 3, 2013 Page 5 3) Site Suitability/Environment The Overlook site has been identified as a site typical of the Martinsburg Shale Region with steeply eroded side slopes and reasonably level plain areas. This is an accurate identification that presents challenges when planning the development program for this property. Ash Hollow Run parallels Route 7 along the entire frontage of the property. Abram’s Creek forms a portion of the eastern boundary of the property. A pond is located central to the property. These features and their associated slopes, natural drainage ways, and floodplains warrant particular attention and provide an opportunity for enhanced protection of the riparian corridor. The site is predominantly heavily wooded. The application proposes development of a greater intensity in the reasonably level wooded areas and offers areas that will be set aside for environmental and open space purposes. The reversion of a portion of the land to the rural areas ensures the conservation of open areas and preservation of Valley Mill farm, a significant historical and agricultural resource in this area. The Comprehensive Plan identifies the preservation of the stream valleys as environmental open space as an important goal that contributes to the protection of flood plains and water quality and provides a continuous system of green open space. The application minimizes the impact to the identified environmental features. 4) Potential Impacts A. Transportation The Frederick County Eastern Road Plan provides the guidance regarding future arterial and collector road connections in the eastern portion of the County by identifying needed connections and locations. Plans for new development should provide for the right-of-ways necessary to implement planned road improvements and new roads shown on the road plan should be constructed by the developer when warranted by the scale, intensity, or impacts of the development. Existing roads should be improved as necessary by adjacent development to implement the intentions of the plan Route 7 is an arterial road whose character should be fully recognized in any rezoning application. Route 7 is characterized with high volumes of traffic traveling at rates of speed in excess of 55 miles per hour. Access management is a key consideration. Valley Mill Road is identified as an improved major collector road in the County’s Eastern Road Plan. In addition, Valley Mill Road is shown as being relocated on a new alignment to a new location approximately 800 feet west on Route 7. New development in the Urban Development Area should only be approved when roads and other infrastructure with sufficient capacity have been provided. The Comprehensive Plan identifies that a level of service “C” should be maintained on roads adjacent to and within new Rezoning #04-13 The Overlook September 3, 2013 Page 6 developments and that traffic analysis should be provided by the applicants to ensure that needed road improvements are identified in order to maintain or improve upon the level of service. In some cases, new development may need to contribute to the provision, construction, or improvement of roads that are not adjacent to the development. In such cases, developments should contribute their fair share costs of road improvements needed to accommodate the traffic generated by a particular development. Traffic Impact Analysis The Traffic Impact Analysis (TIA) prepared for this project, dated November 9, 2012, and revised June 5, 2013 projected that the development of 270 residential dwelling units and 35,300 square feet of commercial land use would generate 1,348 vehicle trips per day. The TIA concludes that the traffic impacts associated with The Overlook application are acceptable and manageable, assuming suggested improvements are in place. Suggested improvements include the signalization of the intersection of Route 659, Valley Mill Road with Route 7. The TIA identifies that this intersection will function at an acceptable level of service with the suggested improvements. The Applicant has provided for the signalization of the entrance to the commercial land bay if warranted and approved by VDOT. As noted previously, the Comprehensive Plan identifies that a level of service “C” should be maintained and that traffic analysis should be provided by the applicants to ensure that needed road improvements are identified in order to maintain or improve upon the level of service. Transportation Program The Generalized Development Plan for The Overlook delineates the general public road system that will serve the residential and commercial development. Primary access to the site is from a relocated and realigned Route 659, Valley Mill Road. A new intersection of Valley Mill Road and Route 7 is proposed to be established approximately 800 feet west of its current intersection. The existing portion of Valley Mill Road, including the existing one lane bridge crossing of Abrams Creek, is proposed to abandoned. The existing median crossover within Route 7 at Valley Mill Road is proposed to be closed. The applications proffer includes the construction of a traffic signal at the intersection of Valley Mill Road and Route 7 and all associated improvements within Route 7. The 2030 Comprehensive Plan promotes an effort to enhance and relocate Valley Mill Road so that it serves as a major collector road. The Senseny/Eastern Frederick Urban Areas Plan indicates the relocation and realignment of Valley Mill Road to provide the potential for a future alignment with the future Route 37 ramps on the north side of Route 7. This application implements the transportation goals of the 2030 Comprehensive Plan. Private inter parcel access accommodations have been included in the proffers to provide access between the commercial land bay and the adjacent Blue Ridge Mobile Home Park property. No other internal streets have been identified in the GDP. Other opportunities may exist for inter parcel connectivity with the future development of the property. Rezoning #04-13 The Overlook September 3, 2013 Page 7 B. Sewer and Water The Overlook rezoning proposal is estimated to require approximately 66,135 gallons per day of water usage and approximately 66,135 gallons per day of wastewater. The Frederick County Sanitation Authority will serve the property and the wastewater flow from the site will go to the Opequon Wastewater Treatment Plant. C. Community Facilities The comment provided by the Frederick County Public Schools anticipates that the proposed 270 detached single family units will yield 127 students; 38 high school students, 31 middle school students and 58 elementary school students. The cumulative impact of this project, and others of similar nature, will necessitate the future construction of new school facilities to accommodate increased student enrollments. The impact of this rezoning on current and future school needs should be considered during the approval process. The Frederick County Development Impact Model is a tool that is used to identify the capital costs associated with various types of development proposals presented to the County. The projected costs to Fire and Rescue, Public Schools, Parks and Recreation, Library, Sheriff’s Office and for the Administration Building are calculated and made available to rezoning applicants for their consideration. Most recently, the DIM update was approved by the Board of Supervisors on June 12, 2013. The 2013 update of the Development Impact Model has not been followed by the Applicant in this submission. The Applicant has followed the 2012 Development Impact Model outputs and yet to update the application based on its time of submission. Based on the 2013 update, the impacts associated with residential projects are fixed at $19,600 for single family detached residential units, $13,062 for single family attached residential dwelling units, and $11,339 for multifamily units. 5) Proffer Statement – Dated November 11, 2012 (Revised May 27, 2013) A. The Applicant has provided a Generalized Development Plan for the purpose of identifying the general configuration of the relocated Valley Mill Road providing access to the project, residential and commercial land use areas, the bicycle and pedestrian facility, and open space and reservation areas within The Overlook development. The GDP may be utilized to a greater extent to more clearly address the sensitive environmental features on the property and the buffering of the adjacent residential uses. Generalized Development Plan B. Land Use In addition to the residential land uses, the Applicant has committed to a maximum of 50,000 square feet of gross commercial floor area. The Applicant has also provided for rural area land uses east of relocated Valley Mill Road in support of the existing Valley Rezoning #04-13 The Overlook September 3, 2013 Page 8 Mill Farm, preserving the character of this farm and historical resource. C. a. The Applicant has proffered a substantial transportation improvement package. All right of way necessary for the relocation of the ultimate section of Valley Mill Road through the property, and right of way necessary to allow the intersection of relocated Valley Mill Road and Route 7 to be constructed is proffered to be dedicated to the County. Transportation b. The construction of the ultimate section of relocated Valley Mill Road between Route 7 and the full access entrance to the commercial land bays, and a two lane section of relocated Valley Mill Road from this full access commercial entrance to the existing Valley Mill Road is proffered to occur in conjunction with the first phase of development on the property. At the same time, the Applicant shall design and construct the removal of the existing section of Valley Mill Road in a manner that is acceptable to VDOT. c. Proffered improvements within Route 7 to allow for the signalization of the intersection of relocated Valley Mill Road and Route 7 include all median crossings and associated turn lanes and the removal of the existing median crossover, in addition to the signalization of this intersection. d. The Applicant has by proffer established the ability to construct a total of four entrances to the project from Valley Mill Road; three entrances for the residential portion of the development, and one entrance for the commercial part of the development. Please see Mr. Bishop’s comment regarding the number of entrances proposed. e. If necessary, warranted, and permitted by VDOT, the Applicant has proffered for the signalization of the entrance to the commercial land bay from relocated Valley Mill Road. Please see Mr. Matthew Smith, VDOT’s comment regarding the signalization of this entrance. f. Bicycle and pedestrian accommodations have been proffered generally along Valley Mill Road, into the commercial land bay, and to the adjacent property to the west. This is depicted on the Generalized Development Plan for this project. D. Access Management The Applicant has provided for inter parcel access between the commercial land bay and the adjacent Blue Ridge Mobile Home Park to the east by proffering to provide an easement to allow a private access drive to be constructed by others. Rezoning #04-13 The Overlook September 3, 2013 Page 9 E. Community Facilities The Applicant has proffered a monetary contribution totaling $18,507 for each single family dwelling unit, $12,354 for each single family attached dwelling unit, and $9,983 for each apartment dwelling unit and potential above retail residential unit to offset the capital costs associated with this request. The Development Impact Model (DIM) is updated annually, with the most recent update being approved by the Board of Supervisors on June 12, 2013. Please note that the monetary contributions proffered by the Applicant to offset the community facility impacts do not reflect the current DIM. An adjustment to the monetary contributions to reflect the current DIM at the time of application would be appropriate. The Applicant has proposed a reduction in the proffered monetary contributions should age restricted residential units be developed on the property. EXECUTIVE SUMMARY & STAFF CONCLUSION FOR THE 09/18/13 PLANNING COMMISSION MEETING: The Overlook rezoning application is generally consistent with future land use designations of the 2030 Comprehensive Plan. More specifically, the commercial land use adjacent to Valley Mill Road in proximity to Route 7 and the residential land uses also along Valley Mill Road and to the interior of the project are consistent with the Senseny/Eastern Frederick Urban Areas Plan which provides guidance on the future development of the property. The impacts associated with this rezoning request have generally been addressed; in particular, the transportation improvements proposed which are substantial and further the County’s long range transportation efforts. A couple of elements of the rezoning application have been identified that should be recognized by the Planning Commission during your consideration of this request. The most recent Development Impact Model output identifying the impacts to community facilities is not recognized and the number of entrances to the project from Valley Mill Road, as pointed out by Mr. Bishop, should be evaluated. Confirmation of these items, and any issues raised by the Planning Commission, should be addressed prior to the decision of the Planning Commission. Following the required public hearing, a recommendation regarding this rezoning application to the Board of Supervisors would be appropriate. The applicant should be prepared to adequately address all concerns raised by the Planning Commission. TWINLAKES OVERLOOKSubdivision SOVERIEGNVILLAGESubdivision FIELDSTONESubdivision MILL RACEESTATESSubdivision 017 ST660 ST659 ST659 ST820 ST659 THOMPSON CT BERR Y V I L L E P I K E ST E E P W O O D L N EDDY S L N VALLEYMILL RD CLARKECOUNTYVIRGINIA REZ0413 REZ0413 REZ0413 REZ0413 REZ0413 REZ0413 REZ0413 REZ0413 REZ0413REZ0413 Applications Parcels Building Footprints B1 (Business, Neighborhood District) B2 (Business, General Distrist) B3 (Business, Industrial Transition District) EM (Extractive Manufacturing District) HE (Higher Education District) M1 (Industrial, Light District) M2 (Industrial, General District) MH1 (Mobile Home Community District) MS (Medical Support District) OM (Office - Manufacturing Park) R4 (Residential Planned Community District) R5 (Residential Recreational Community District) RA (Rural Area District) RP (Residential Performance District) I Note:Frederick County Dept ofPlanning & Development107 N Kent StSuite 202Winchester, VA 22601540 - 665 - 5651Map Created: August 27, 2013Staff: mruddy BERRYVILLE PIKE VALLEY MILL RD EDD Y S L N C H A N N I N G D R JULEE DR 017017 M I L L R A C E D R R E B E C C A D R GIN G E R S T MIL L S T O N E C I R EVE T T E P L REZ # 04 - 13The OverlookPINs:55 - A - 161, 55 - A - 165, 55 - A - 165A, 55 - A - 166, 55 - A - 167, 55 - A - 167A, 55 - A - 168, 55 - A - 174A, 55 - A - 174B, 55 - A - 174DRP and RA to B2, RP, RA REZ # 04 - 13The OverlookPINs:55 - A - 161, 55 - A - 165, 55 - A - 165A, 55 - A - 166, 55 - A - 167, 55 - A - 167A, 55 - A - 168, 55 - A - 174A, 55 - A - 174B, 55 - A - 174DRP and RA to B2, RP, RA 0 840 1,680420 Feet A Remainder of55 A 165(Not to be Rezoned) Portion of55 A 165 55 A 174A 55 A 174D 55 A 166 55 A 165A 55 A 174B 55 A 161 55 A 167A 55 A 167 55 A 168 55 A 165B 55 A 174 55 A 174C 55 A 210 56 A 19 55 4 2 55 4 355 A 181 55 A 147 55 A 165C 55 4 1 55 A 159 55 A 174E 55 A 160 55 4 4A 55 4 1A 55 A 16 4 55 A 1 6 2 55 3 B 55 3 D 55 3 E 55 4 4B 55 3 C 55 A 168A 55 4 1B VALLEY MILL RD EDDY S L N BU R N T F A C T O R Y R D 659 820 65977 BERR Y V I L L E P I K E BERRYVILLE PIKE Map Data Source: Frederick County, Va. GIS Department, May 2012 Data RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 2 0 1 2 - 0 7 - 0 3 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 4 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Adjoining Properties Parcel Boundary 400 0 400 800 Feet THE OVERLOOK REZONINGADJOINING PROPERTIES MAP TH E O V E R L O O K RE Z O N I N G AD J O I N I N G P R O P E R T I E S M A P AD J O I N I N G P R O P E R T I E S M A P Th e Ov e r l o o k Re z o n i n g Adjoining Properties Listing Ta x Ma p Nu m b e r O w n e r Ma i l i n g Ad d r e s s Ci t y an d St a t e ZI P A c r e s (G I S ) Z o n i n g D e e d Book P a g e I n s t r . Year I n s t r . No. L a n d I m p r o v e m e n t T o t a l Assessment 55 3 B C A R T E R LU W A N N A S 13 7 ED D Y S LN WI N C H E S T E R VA 2 2 6 0 2 0 . 9 5 5 2 8 4 R A 0 2 0 0 2 2 3 1 $ 3 3 , 5 0 0 $ 3 0 0 $33,800 55 3 C C A R T E R LU W A N N A S 13 7 ED D Y S LN WI N C H E S T E R VA 2 2 6 0 2 0 . 6 7 9 9 7 8 R A 0 2 0 0 2 2 3 1 $ 3 3 , 5 0 0 $0 $33,500 55 3 D C A R T E R LU W A N N A S 13 7 ED D Y S LN WI N C H E S T E R VA 2 2 6 0 2 0 . 9 2 1 5 8 4 R A 0 2 0 0 2 2 3 1 $ 3 3 , 5 0 0 $ 5 7 , 2 0 0 $90,700 55 3 E C A R T E R RO G E R W 12 5 ED D Y S LN WI N C H E S T E R VA 2 2 6 0 2 0 . 9 8 8 6 5 9 R A 3 0 3 3 4 5 0 0 $ 3 3 , 5 0 0 $ 7 2 , 4 0 0 $ 1 0 5 , 9 0 0 55 4 1 F R E D E R I C K ‐WI N C H E S T E R PO BO X 43 WI N C H E S T E R VA 2 2 6 0 4 7 . 2 2 7 5 6 4 R A 6 0 0 6 9 1 0 0 $ 5 0 , 1 0 0 $0 $50,100 55 4 1A D I M M E L RI C H A R D S ‐ DI M M E L MA R Y E 60 0 4 JO H N MO S B Y HW Y B O Y C E VA 22 6 2 0 2 . 1 7 1 8 5 1 R A 0 2 0 0 6 1 2 6 2 2 $ 1 3 , 5 0 0 $0 $13,500 55 4 1B S O W E R S JO S E P H D & AM Y H 11 1 ED D Y S LN WI N C H E S T E R VA 2 2 6 0 2 0 . 6 0 5 7 7 8 R A 8 2 1 1 6 0 8 0 0 $ 3 3 , 5 0 0 $ 1 4 9 , 5 0 0 $ 1 8 3 , 0 0 0 55 4 2 I N V E S T O R S AT LL C PO BO X 55 0 ST E P H E N S CI T Y VA 2 2 6 5 5 1 2 . 1 4 1 5 1 1 R A 0 2 0 0 5 6 5 9 2 $ 1 2 0 , 2 0 0 $ 2 6 , 0 0 0 $ 1 4 6 , 2 0 0 55 4 3 M C K E E MI C H A E L ED W A R D 28 3 ED D Y S LN WI N C H E S T E R VA 2 2 6 0 2 1 1 . 5 2 3 6 4 9 R A 0 2 0 0 3 2 4 7 8 7 $ 1 3 4 , 6 0 0 $0 $ 1 3 4 , 6 0 0 55 4 4A R O B E R T S KA T R I N A LE W I S 10 0 4 CL A R K ST ST A R K E FL 32 0 9 1 3 . 3 5 1 5 5 9 R A 0 2 0 0 8 4 3 6 6 $ 1 0 2 , 5 0 0 $ 5 0 0 $ 1 0 3 , 0 0 0 55 4 4B PE R R Y MA R Y CA R O L Y N MC H A L E ‐ C/ O MA R Y ST A F F O R D 8 7 3 9 C ST CH E S A P E A K E BE A C H MD 2 0 7 3 2 1 . 0 4 3 8 5 7 R A 4 2 7 4 5 1 0 0 $ 5 7 , 8 0 0 $ 7 9 , 6 0 0 $ 1 3 7 , 4 0 0 55 A 14 7 B A L L I N G WI L L I A & MA R I A H 11 1 BU R N T FA C T O R Y RD S T E P H E N S O N VA 2 2 6 5 6 9 . 6 5 3 2 8 5 R A 2 9 8 5 9 2 0 0 $ 1 1 3 , 7 0 0 $ 7 2 , 4 0 0 $ 1 8 6 , 1 0 0 55 A 15 9 B A G G E R L Y TH O M A S R SR 11 2 BU R N T FA C T O R Y RD S T E P H E N S O N VA 2 2 6 5 6 7 . 6 9 7 0 3 8 R A 9 3 9 4 5 0 0 0 $ 8 1 , 9 0 0 $ 6 9 , 9 0 0 $ 1 5 1 , 8 0 0 55 A 16 0 B E C K WI L L I A M W & RU B Y LE E 28 5 1 BE R R Y V I L L E PI K E WI N C H E S T E R VA 2 2 6 0 3 3 . 5 2 0 6 1 8 R A 3 3 3 2 0 1 0 0 $ 7 6 , 5 0 0 $ 1 3 5 , 3 0 0 $ 2 1 1 , 8 0 0 55 A 16 2 B A Y L I S IN V E S T M E N T S LL C 23 3 2 MI D D L E RD WI N C H E S T E R VA 22 6 0 1 1 . 7 1 1 0 1 7 R A 8 0 6 1 3 6 0 0 $ 8 2 , 5 0 0 $ 8 0 , 0 0 0 $ 1 6 2 , 5 0 0 55 A 16 4 C A R T E R GL A D D I E R 15 6 0 VA L L E Y MI L L RD WI N C H E S T E R VA 2 2 6 0 2 1 . 9 0 3 7 2 8 R A 4 4 5 8 3 3 0 0 $ 5 7 , 1 0 0 $ 1 2 7 , 8 0 0 $ 1 8 4 , 9 0 0 55 A 16 5 V A L L E Y MI L L FA R M LC 87 3 9 C ST CH E S A P E A K E BE A C H MD 2 0 7 3 2 8 5 . 8 7 8 1 5 3 R A 0 0 1 3 6 2 $ 3 7 0 , 3 0 0 $ 4 3 5 , 3 0 0 $ 8 0 5 , 6 0 0 55 A 16 5 B M C H A L E MA T T H E W CH A R L E S 12 9 1 VA L L E Y MI L L RD WI N C H E S T E R VA 2 2 6 0 2 3 8 . 4 4 0 7 4 6 R A 5 6 7 2 8 5 0 0 $ 2 8 7 , 8 0 0 $ 1 8 2 , 8 0 0 $ 4 7 0 , 6 0 0 55 A 16 5 C M C H A L E MA T T H E W C & KA T H E R I N E M 12 9 1 VA L L E Y MI L L RD WI N C H E S T E R VA 2 2 6 0 2 1 0 . 8 1 6 0 6 7 R A 9 5 9 1 8 5 1 0 0 $ 1 2 4 , 6 0 0 $0 $ 1 2 4 , 6 0 0 55 A 16 8 A W I L L I A M S BR I A N SC O T T 27 1 8 BE R R Y V I L L E PI K E WI N C H E S T E R VA 2 2 6 0 3 0 . 6 7 3 5 1 7 R A 0 2 0 0 4 2 1 2 7 8 $ 3 3 , 5 0 0 $ 5 8 , 5 0 0 $92,000 55 A 17 4 B R A D F I E L D JO H N G TR U S T E E 82 2 5 CA M B O U R N E CT GA I T H E R S B U R G MD 2 0 8 7 7 1 1 5 . 7 0 2 6 3 9 R A 0 2 0 1 0 1 2 5 7 9 $ 4 0 3 , 0 0 0 $0 $ 4 0 3 , 0 0 0 55 A 17 4 C B L U E RI D G E AS S O C I A T E S 24 3 2 BE R R Y V I L L E PI K E WI N C H E S T E R VA 2 2 6 0 3 6 4 . 8 6 8 7 0 1 M H 1 0 2 0 0 3 2 2 9 4 1 $ 1 , 8 1 6 , 3 0 0 $ 8 1 9 , 5 0 0 $ 2 , 6 3 5 , 8 0 0 55 A 17 4 E B L U E RI D G E AS S O C I A T E S 24 3 0 BE R R Y V I L L E PI K E LO T 3 W I N C H E S T E R VA 2 2 6 0 3 5 . 9 6 3 6 1 1 R A 6 9 0 6 5 5 0 0 $ 7 8 , 6 0 0 $ 5 , 5 0 0 $84,100 55 A 18 1 A R C A D I A DE V E L O P M E N T CO PO BO X 53 6 8 SA N JO S E CA 95 1 5 0 2 2 . 3 3 5 9 7 R P 0 2 0 0 2 4 8 1 5 $ 5 4 1 , 7 0 0 $0 $ 5 4 1 , 7 0 0 55 A 21 0 T H E CA N Y O N ‐ C/ O DA V E HO L L I D A Y CO N S T R IN C 42 0 W JU B A L EA R L Y DR ST E 10 3 W I N C H E S T E R VA 2 2 6 0 1 7 0 . 3 4 6 1 4 6 R P 0 2 0 0 6 6 1 1 3 $ 9 1 2 , 0 0 0 $ 6 3 , 9 0 0 $ 9 7 5 , 9 0 0 56 A 19 F R E D E R I C K ‐WI N C H E S T E R ‐ PM B 35 3 40 1 7 WA S H I N G T O N RD M C M U R R A Y PA 15 3 1 7 2 4 . 0 6 4 5 5 9 R A 5 1 1 1 4 5 0 0 $ 1 2 5 , 8 0 0 $0 $ 1 2 5 , 8 0 0 So u r c e : Fr e d e r i c k Co u n t y GI S , Ma y 20 1 2 11/9/2012 VALLEY MILL RD rs659 55 A 174A Portion of55 A 165 55 A 166 55 A 174B 55 A 167A 55 A 174D 55 A 165A 55 A 167 55 A 161 55 A 168 ËÊ7ËÊ7 BE R R Y V I L L E P I K E Map Data Source: Frederick County, Va. GIS Department, November 2011 Data; Aerial Photo from 2006; Greenway Engineering RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 8 - 2 3 - 2 0 1 2 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 3 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Parcel Boundary 300 0 300 600 Feet THE OVERLOOK REZONINGAERIAL OVERVIEW µ TH E O V E R L O O K RE Z O N I N G AE R I A L O V E R V I E W AE R I A L O V E R V I E W 55 A 174A Portion of55 A 165 55 A 166 55 A 174B 55 A 167A 55 A 174D 55 A 165A 55 A 167 55 A 161 55 A 168 VALLEY MILL RD EDDY S L N BU R N T F A C T O R Y R D rs659 rs820 rs659 ËÊ7ËÊ7 BERR Y V I L L E P I K E BERRYVILLE PIKE Map Data Source: Frederick County, Va. GIS Department, November 2011 Data; Greenway Engineering RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 8 - 2 3 - 2 0 1 2 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 4 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Parcel Boundary Frederick County Zoning MH1 (Mobile Home Community District) RA (Rural Area District) RP (Residential, Performance District) 300 0 300 600 Feet THE OVERLOOK REZONINGLOCATION AND ZONING MAP µ TH E O V E R L O O K RE Z O N I N G LO C A T I O N A N D Z O N I N G M A P LO C A T I O N A N D Z O N I N G M A P ClarkeCounty Winchester SITE SENSENY R D VALLEY MIL L R D £¤11 ËÊ37ËÊ37 £¤50 £¤522 £¤522 ËÊ7 §¨¦81 LOCATION MAP OUTSIDE U D A / S W S A INSIDE UDA / S W S A 55 A 174A Portion of55 A 165 55 A 166 55 A 174B 55 A 167A 55 A 174D 55 A 165A 55 A 167 55 A 161 55 A 168 VALLEY MILL RD EDDY S L N BU R N T F A C T O R Y R D rs659 rs820 rs659 ËÊ7 ËÊ7 BE R R Y V I L L E P I K E BERRYVI L L E P I K E Map Data Source: Frederick County, Va. GIS Department, November 2011 Data; FCSA; Greenway Engineering RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 8 - 2 3 - 2 0 1 2 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 3 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Parcel Boundary SWSA Boundary UDA Boundary Water Line Sewer Line 300 0 300 600 Feet THE OVERLOOK REZONINGUDA & SWSA MAP µ TH E O V E R L O O K RE Z O N I N G UD A & S W S A M A P UD A & S W S A M A P 55 A 174A Portion of55 A 165 55 A 166 55 A 174B 55 A 167A 55 A 174D 55 A 165A 55 A 167 55 A 161 55 A 168 550 575 525 600 625 575 550 600 525 575 525 575 6 0 0 575 600 55 0 57 5 525 525 55 0 575 525 600 575 550 600 6 2 5 525 625 550 600 575 625 550 575 55 0 550 550 575 625 575 5 5 0 600 5 7 5 575 550 550 600 VALLEY MILL RD EDDY S L N BU R N T F A C T O R Y R D rs659 rs820 rs659 ËÊ7 ËÊ7 BERRYVILLE PIKE BE R R Y V I L L E P I K E Map Data Source: Frederick County, Va. GIS Department, November 2011 Data; US Dept. of the Interior (Wetlands); Greenway Engineering RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 8 - 2 3 - 2 0 1 2 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 3 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Parcel Boundary Lake or Pond Wetland (NWI) 100 Year Flood Plain Stream 5 Foot Intermediate Contours 25 Foot Index Contours 300 0 300 600 Feet THE OVERLOOK REZONINGENVIRONMENTAL FEATURES MAP µ TH E O V E R L O O K RE Z O N I N G EN V I R O N M E N T A L F E A T U R E S M A P EN V I R O N M E N T A L F E A T U R E S M A P 55 A 174A Portion of55 A 165 55 A 166 55 A 174B 55 A 167A 55 A 174D 55 A 165A 55 A 167 55 A 161 55 A 168 29 41D 41E 41C 41E 1C 9B 41D 41C 41E 41C 41E VALLEY MILL RD EDDY S L N BU R N T F A C T O R Y R D rs659 rs820 rs659 ËÊ7 ËÊ7 BE R R Y V I L L E P I K E BERRYVILLE P I K E Map Data Source: Frederick County, Va. GIS Department, November 2011 Data;Greenway Engineering RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 8 - 2 3 - 2 0 1 2 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 3 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Parcel Boundary Soils 1C, BERKS CHANNERY SILT LOAM, 7 TO 15 PERCENT SLOPES 9B, CLEARBROOK CHANNERY SILT LOAM, 2 TO 7 PERCENT SLOPES 29, MASSANETTA LOAM 41C, WEIKERT-BERKS CHANNERY SILT LOAMS, 7 TO 15 PERCENT SLOPES 41D, WEIKERT-BERKS CHANNERY SILT LOAMS, 15 TO 25 PERCENT SLOPES 41E, WEIKERT-BERKS CHANNERY SILT LOAMS, 25 TO 65 PERCENT SLOPES300 0 300 600 Feet THE OVERLOOK REZONINGSOILS MAP µ TH E O V E R L O O K RE Z O N I N G SO I L S M A P SO I L S M A P !e 55 A 174A Portion of55 A 165 55 A 166 55 A 174B 55 A 167A 55 A 174D 55 A 165A 55 A 167 55 A 161 55 A 168 34-108 Valley Mill Farm VALLEY MILL RD EDDY S L N M I L L R A C E D R JULEE DR BU R N T F A C T O R Y R D WO O D S M I L L R D R E B E C C A D R GI N G E R S T M I L L S T O N E C I R rs659 rs820 rs1270 rs660 rs1274 rs1299 rs1491 rs1290 rs1289 rs659 ËÊ7 BERRYVILLE P I K E Map Data Source: Frederick County, Va. GIS Department, November 2011 Data; Greenway Engineering RE Z O N I N G RE D B U D M A G I S T E R I A L D I S T R I C T TH E O V E R L O O K FR E D E R I C K C O U N T Y , V I R G I N I A DA T E : 8 - 2 3 - 2 0 1 2 P R O J E C T I D : 5 3 0 1 S DE S I G N E D B Y : D W E SC A L E : 1 I n c h = 5 0 0 F e e t Legend Parcels & Portions of Parcels To Be Rezoned Parcel Boundary !e National Registry Landmarks Civil War Battlefields Third Winchester 500 0 500 1,000 Feet THE OVERLOOK REZONINGHISTORIC FEATURES MAP µ TH E O V E R L O O K RE Z O N I N G HI S T O R I C F E A T U R E S M A P HI S T O R I C F E A T U R E S M A P THE OVERLOOK Traffic Impact Study Located in: Frederick County, Virginia Prepared For: Tim Stafford 1494 Valley Mill Road Winchester, VA 22602 Prepared By: Volkert, Inc. 5400 Shawnee Road, Suite 301 Alexandria, VA 22312 Ph: 703.642.8100 Fax: 703.642.8106 November 9, 2012 Revised June 5, 2013 The Overlook – Revised Traffic Impact Study June 5, 2013 Page 1 Table of Contents Description Page # Report Summary and Methodology……………..…….…………. 4 Existing Conditions..……………...………………………..…….. 6 Phase 1 Development Description………..………………..…….. 10 2015 Background Conditions..…...….……………………..…….. 10 Phase 1 Trip Generation…………………………….….…..……. 13 Phase 1 Trip Distribution And Trip Assignments..…………….... 13 2015 Phase 1 Build-Out Conditions ………………………...…… 13 Phase 2 Development Description………..………………..…….. 21 2020 Background Conditions..…...….……………………..……. 21 Phase 2 Trip Generation…………………………….….…..……. 24 Phase 2 Trip Distribution And Trip Assignments..…………….... 24 2020 Phase 2 Build-Out Conditions ………………………...…... 24 “Design Year” Development Description………..………………. 31 2026 “Design Year” Background Conditions..…...….………….. 31 “Design Year” Trip Distribution And Trip Assignments……..…. 31 2026 “Design Year” Build-Out Conditions.……….......……….... 31 Conclusions……………..………...…………………………….... Access Management…………………………….………………... Pedestrian and Bicycle Accommodations…………….…………. 40-43 43 43 Background Developments Location Map……………………… Background Developments Trip Distribution…………………… VDOT Scoping Document…………………...………...….…….. Appendix Appendix Appendix Existing Traffic Count Data………………………………….…... Appendix Generalized Development Plan……..…………………………… Appendix The Overlook – Revised Traffic Impact Study June 5, 2013 Page 2 List of Figures Figure # Description Page # 1 Vicinity Map 5 2 Existing Traffic Volumes 7 3 Existing Lane Geometry and Levels of Service 8 4 2015 Background Traffic Volumes 11 5 2015 Background Lane Geometry and Levels of Service 12 6 Phase 1 Trip Distribution Percentages 14 6A 7 Phase 1 Trip Distribution Percentages at Site-Driveways Phase 1 The Overlook development Trip Assignments 15 16 8 2015 Phase 1 Build-out Traffic Volumes 17 9 2015 Phase 1 Build-out Lane Geometry and Levels of Service 18 10 2020 Background Traffic Volumes 22 11 2020 Background Lane Geometry and Levels of Service 23 12 Phase 2 Trip Distribution Percentages 25 13 Phase 2 The Overlook development Trip Assignments 26 14 2020 Phase 2 Build-out Traffic Volumes 27 15 2020 Phase 2 Build-out Lane Geometry and Levels of Service 28 16 2026 “Design Year” Background Traffic Volumes 32 17 2026 “Design Year” Background Lane Geometry and LOS 33 18 “Design Year” Trip Distribution Percentages 34 19 “Design Year” The Overlook development Trip Assignments 35 20 2026 “Design Year” Build-out Traffic Volumes 36 21 2026 “Design Year” Build-out Lane Geometry and LOS 37 A A1-A7 Background Developments Location Map Background Developments: Trip Distribution Percentages Appendix Appendix The Overlook – Revised Traffic Impact Study June 5, 2013 Page 3 List of Tables Table # Description Page # 1 Existing Levels of Service, Delay and Back of Queue Results 9 2 2015 Background Trip Generation Summary 10 3 Phase 1 Trip Generation Summary 13 4 2015 Background and Phase 1 Build-out LOS/Delay/Queue 19-20 5 2020 Background Trip Generation Summary 21 6 Phase 2 Trip Generation Summary 24 7 2020 Background and Phase 2 Build-out LOS/Delay/Queue 29-30 8 2026 “Design Year” Background and Phase 3 Build-out LOS/Delay/Queue 38-39 The Overlook – Revised Traffic Impact Study June 5, 2013 Page 4 OVERVIEW Report Summary Volkert, Inc. has prepared this document to present the traffic impacts associated with the proposed The Overlook development to be located along the south side of Route 7 (Berryville Pike), west of Valley Mill Road (Route 659), in Frederick County, Virginia. The Study is based upon a projected development program of 270 single-family detached units, 21,800 square feet of Retail, a Convenience Mart/ Fast Food (2,000 square feet) with a 16 pump Gas Station, a 4,100 square foot Drive-in Bank and a 7,400 square foot High-Turnover “Sit Down” Restaurant. Access is to be provided along Route 7 via a relocated Valley Mill Road. Build-out is anticipated to occur over two (2) transportation phases by the Year 2020. Weekday AM peak hour, weekday PM peak hour and Saturday peak hour midday analyses are provided for Existing, 2015 Phase 1 Background (no-build), 2015 Phase 1 build-out, 2020 Phase 2 Background, 2020 Phase 2 Build-out, 2026 “Design Year” Background and 2026 “Design Year” Build-out conditions. The Overlook development Generalized Development Plan (GDP) is included in the Appendix section of this Report. Figure 1 is provided to illustrate the location of the proposed The Overlook development with respect to the surrounding roadway network. Methodology All methodology utilized in this Report is based upon an “approved” scoping letter established between the Applicant, the Virginia Department of Transportation (VDOT) and the Frederick County Planning Department. Documentation associated with this scoping letter is provided in the Appendix section of this Report. The traffic impacts accompanying The Overlook development were obtained through a sequence of activities as the narratives that follow document:  Collection and evaluation of existing traffic data,  Assessment of background traffic (includes planned projects in the area of impact),  Calculation of trip generation for the proposed The Overlook development,  Distribution and assignment of The Overlook development-generated trips onto the study area roadway network,  Analysis of capacity and level of service using the latest version of Synchro for existing and future conditions. SITE The Overlook – Revised Traffic Impact Study June 5, 2013 Page 6 EXISTING CONDITIONS Volkert, Inc. conducted weekday AM, weekday PM and Saturday midday peak hour manual turning movement counts at the intersections of Route 7 (Berryville Pike) /Valley Mill Road (Route 659), Route 7/Greenwood Road (Route 656), Greenwood Road/Valley Mill Road, Valley Mill Road/ Channing Drive and Senseny Road (Route 657) /Channing Drive in Year 2010. In order to represent the current year (Year 2012) traffic condition, the counts were increased by applying an annual compounded growth rate of 0.25% from Year 2010 to Year 2012. ADT (Average Daily Traffic) was established along each of the study area roadway links using a “k” factor (the ratio of PM peak hour traffic volumes to 24-hour traffic volumes) of 8% based upon the current VDOT traffic data. Figure 2 shows the existing weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 3 shows the corresponding existing lane geometry and peak hour levels of service results. All traffic count data and Synchro levels of service worksheets are included in the Appendix section of this Report. Table 1 is provided to show the existing levels of service, vehicle delay and 95th percentile back of queue, by lane group/approach, for each of the study area intersections. CH A N N I N G D R SENS E N Y R D VALLEY MILL R D BERR Y V I L L E P I K E VALLE Y M I L L R D GR E E N W O O D R D F I R S T W O O D S DR 2 1 X (Y)[Z] 1 1 72(5 ) [ 2 ] 569( 9 6 8 ) [ 8 8 1 ] 24(1 6 8 ) [ 7 8 ] [4](5 ) 7 1 [731] ( 6 8 9 ) 8 8 5 [136] ( 6 3 ) 3 1 7 7 ( 6 2 ) [ 7 6 ] 2 2 2 ( 4 9 ) [ 4 ] 4 0 ( 4 3 ) [ 4 6 ] [ 6 ] ( 1 9 ) 2 1 [ 2 2 ] ( 5 9 ) 1 0 3 [ 4 4 ] ( 7 ) 2 7 559 ( 1 2 5 1 ) [ 7 6 8 ] 45( 1 6 1 ) [ 4 7 ] [39]( 4 0 ) 4 1 [667 ] ( 6 3 8 ) 1 1 2 6 [26]( 2 2 ) 2 1 1 7 4 ( 6 3 ) [ 5 0 ] 1 5 ( 8 ) [ 6 ] 534 SITE 16 15 14 13 12 11 10 9 6 5 2 1 3 2 3 4 5 7 8 1 4 [29](33)36 [73](97)62 [121](189)11 4 69(2 2 ) [ 1 7 ] 117( 8 5 ) [ 4 9 ] 76(8 0 ) [ 4 9 ] 37 ( 6 8 ) [ 3 0 ] 13 1 ( 2 2 4 ) [ 1 2 4 ] 21 ( 3 3 ) [ 1 5 ] [9 5 ] ( 1 6 2 ) 1 5 2 [8 4 ] ( 1 6 7 ) 2 1 1 [3 8 ] ( 9 0 ) 5 3 C H A N N I N G D R 80(110)[56] 17(78)[17][39 ] ( 6 8 ) 1 0 8 [79 ] ( 9 7 ) 3 1 6 6 ( 2 1 ) [ 2 2 ] 1 2 2 ( 5 1 ) [ 5 6 ] F I R S T W O O D S D R 60 ( 5 9 ) [ 7 9 ] 11 ( 1 0 ) [ 1 2 ] 17(11) [ 1 0 ] 306(26 6 ) [ 1 9 7 ] [72]( 7 9 ) 4 7 [252] ( 3 2 8 ) 1 5 1 CHA N N I N G D R CH A N N I N G D R SENS E N Y R D BERR Y V I L L E P I K E GR E E N W O O D R D F I R S T W O O D S DR 2 1 C(B ) [ B ] [B](C ) C D ( B ) [ B ] [ B ] ( C ) C B(B ) [ A ] * D ( B ) [ B ] * 534 SITE 2 3 4 5 1 [C](C)C B(B ) [ B ] A( B ) [ A ] [A ] ( B ) A C H A N N I N G D R A(B)[A]**[ A ] ( A ) A F I R S T W O O D S D R A( A ) [ A ] C(B)[ B ][C]( B ) B CHA N N I N G D R STOP 1 * VALLEY MILL RD VALLE Y M I L L R D X (Y)[Z] The Overlook – Revised Traffic Impact Study June 5, 2013 Page 9 EB/U N/A N/A N/A N/A N/A N/A N/A N/A N/A EB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A EB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A EB/WB: Route 7 EB LOS NB: Valley Mill Road WB/L B 12 s. 8 ft B 10 s. 19 ft A 10 s. 5 ft WB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign WB LOS NB/LR D 25 s. 79 ft B 14 s. 15 ft B 12 s. 9 ft NB LOS OVERALL EB/L D 45 s. 88 ft D 38 s. 16 ft C 33 s. 11 ft EB/T C 31 s. 354 ft C 23 s. 224 ft B 19 s. 207 ft EB/R B 12 s. 26 ft A 7 s. 29 ft A 5 s. 38 ft EB LOS EB/WB: Route 7 WB/L D 41 s. 41 ft C 34 s. 150 ft C 33 s. 81 ft NB: Greenwood Road WB/T C 30 s. 216 ft B 11 s. 233 ft B 12 s. 207 ft SB: First Woods Drive WB/R A 7 s. 32 ft A 4 s. 5 ft A 6 s. 3 ft WB LOS Traffic Control: Signalization NB/LTR D 50 s. 376 ft B 20 s. 120 ft B 12 s. 67 ft NB LOS SB/LT C 33 s. 124 ft C 22 s. 76 ft B 20 s. 32 ft SB/R B 12 s. 23 ft B 13 s. 11 ft A 8 s. 25 ft SB LOS OVERALL EB/L C 31 s. 43 ft C 25 s. 37 ft C 25 s. 32 ft EB/TR C 22 s. 98 ft C 28 s. 170 ft C 21 s. 101 ft EB LOS WB/L B 20 s. 55 ft B 19 s. 55 ft B 16 s. 35 ft EB/WB: Valley Mill Road WB/TR B 17 s. 103 ft B 14 s. 63 ft B 12 s. 38 ft NB/SB: Greenwood Road WB LOS NB/L A 10 s. 81 ft B 14 s. 112 ft A 9 s. 51 ft Traffic Control: Signalization NB/TR A 9 s. 119 ft B 10 s. 133 ft A 7 s. 50 ft NB LOS SB/L A 8 s. 16 ft B 11 s. 27 ft A 9 s. 13 ft SB/TR A 8 s. 74 ft B 11 s. 160 ft A 8 s. 68 ft SB LOS OVERALL WB/L A 10 s. 8 ft B 10 s. 12 ft A 9 s. 5 ft WB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A WB: Valley Mill Road WB LOS NB: Channing Drive NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB: Valley Mill Road NB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A NB LOS Traffic Control: Stop Sign SB/L A8 s.7 ftA8 s.4 ftA8 s.2 ft SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L B 16 s. 33 ft B 16 s. 46 ft B 19 s. 49 ft EB/T B 15 s. 74 ft B 20 s. 150 ft C 23 s. 136 ft EB LOS EB/WB: Senseny Road WB/T C 21 s. 148 ft B 17 s. 119 ft C 20 s. 107 ft SB: Channing Drive WB/R A 6 s. 10 ft A 6 s. 8 ft A 8 s. 9 ft WB LOS Traffic Control: Signalization SB/L A7 s.8 ftA7 s.8 ftA6 s.8 ft SB/R A 3 s. 15 ft A 3 s. 16 ft A 2 s. 15 ft SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right Table 1 The Overlook Levels of Service, Delay and Back of Queue (95%) Results Existing Conditions N/A B B A A B B B CC N/A N/A C LOSDelay (in sec) Queue (in feet) N/A N/A N/A N/A CC Intersection AM Peak Hour PM Peak Hour N/A N/A Delay (in sec) Queue (in feet) N/A N/A LOS CB C CC DB N/A N/A BB AB AB B CB N/A N/A N/A N/A A B AA BB Delay (in sec) Queue (in feet) N/A B BBB N/A CB Existing Conditions N/A N/A N/A N/A N/A B B Saturday Peak Hour LOS The Overlook – Revised Traffic Impact Study June 5, 2013 Page 10 In Out Total In Out Total In Out Total Red-Bud Run 210 Single-Family Detached 25 units 7 20 27 19 11 31 290 19 11 31 286 Total 7 20 27 19 11 31 290 19 11 31 286 Twin Lakes Phases 9 and 10 210 Single-Family Detached 65 units 14 41 55 46 27 73 700 46 27 73 702 230 Townhouse/Condo* 71 units 10 37 47 38 21 58 585 30 24 54 549 Total 24 78 102 84 48 131 1,284 76 51 126 1,251 Lynnhaven 210Single-Family Detached 3 units 39123254132539 820 Retail 87,120 SF 88 56 144 274 297 572 6,209 412 380 791 8,471 (10-acres @ 0.2 FAR)Total 91 65 156 277 299 576 6,250 414 382 796 8,510 Fieldstone Development 230 Townhouse/Condo* 93 units 13 47 60 49 27 76 760 39 31 69 719 Total 13 47 60 49 27 76 760 39 31 69 719 Sovereign Village 210 Single-Family Detached 42 units 10 29 39 31 18 49 468 31 18 49 466 220 Apartment* 64 units 9 30 39 32 18 50 503 30 18 48 499 820 Retail 104,544 SF 98 63 161 309 335 645 6,990 463 428 891 9,502 (12-acres @ 0.2 FAR)Total 18 59 78 63 36 99 971 61 37 97 964 Haggerty Property 210 Single-Family Detached 180 units 34 102 135 115 67 182 1,786 115 67 182 1,829 220 Apartment* 60 units 8 28 36 30 17 47 472 28 17 45 468 230 Townhouse/Condo* 60 units 9 31 40 32 18 50 497 25 20 46 464 Total 51 161 211 177 102 278 2,754 168 105 273 2,760 Opequon Crossing 210 Single-Family Detached 155 units 29 88 118 100 59 159 1,556 100 59 159 1,589 230 Townhouse/Condo* 170 units 23 84 107 88 48 136 1,364 69 55 124 1,314 Total 53 173 225 188 107 295 2,920 169 114 283 2,903 * Determined using trip generation rates provided by VDOT. Code Land Use Table 2 2015 Background "Other Developments" Trip Generation Summary ADTAmountSaturday Peak HourADTAM Peak Hour PM Peak Hour PHASE 1 TRAFFIC ANALYSES (2015) The proposed Phase 1 development is to include 270 single-family detached units and a 4,100 square foot Drive-in Bank. Access is to be provided via four (4) site-driveways located along the relocated Valley Mill Road (Route 659). Access to the retail parcel is provided via the northernmost driveway. Access to the residential parcels is provided via three (3) other driveways. All driveways are stop-controlled. Phase 1 is to be built-out by Year 2015. 2015 BACKGROUND CONDITIONS In order to determine the 2015 background traffic conditions, Volkert, Inc. increased the existing traffic volumes, shown on Figure 2, using a rate of 0.5% per year through Year 2015. Per the September 2012 VDOT/County approved Scoping Agreement, 20% of the Greenwood Road traffic volumes were then reassigned to the new intersection of Route 7/Valley Mill Road. Additionally, all trips relating to specific future “other developments” located within the vicinity of the site were incorporated. Table 2 is provided below to summarize the 2015 “other developments” trip generation as determined using rates provided by VDOT (Apartment and Townhouse/Condo residential uses) as well as those included in the 7th Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Report. Figure A is provided in the Appendix section of the report showing the location the background developments. Figures A1 through A7 area also provided in the Appendix showing the trip distribution percentages associated with each of the background developments. Figure 4 shows the 2015 background weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 5 shows the corresponding 2015 background lane geometry and peak hour levels of service results. All Synchro levels of service worksheets are included in the Appendix section of the Report. CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 16 15 14 13 12 11 9 10 7 6 5 2 4 1 2 3 4 5 3 16 8 SITE 2 1 X (Y)[Z] 1 118( 1 5 ) [ 3 ] 863( 1 1 7 9 ) [ 1 1 0 4 ] 20(1 3 8 ) [ 6 4 ] [4](5 ) 7 3 [1043 ] ( 1 0 1 0 ) 9 9 4 [209] ( 1 2 4 ) 4 8 6 4 ( 5 1 ) [ 6 3 ] 1 8 2 ( 4 0 ) [ 3 ] 5 9 ( 9 0 ) [ 1 0 5 ] [ 1 1 ] ( 3 1 ) 4 2 [ 1 8 ] ( 4 9 ) 8 4 [ 4 5 ] ( 7 ) 2 8 5 6 3 4 [30](34)37 [75](99)64 [123](193)11 6 96(7 7 ) [ 8 5 ] 119( 8 7 ) [ 5 0 ] 83(1 1 5 ) [ 6 6 ] 38 ( 7 0 ) [ 3 1 ] 10 2 ( 1 7 1 ) [ 7 9 ] 44 ( 1 0 6 ) [ 1 1 3 ] [9 7 ] ( 1 6 5 ) 1 5 5 [6 1 ] ( 1 3 9 ) 1 4 8 [5 4 ] ( 1 0 5 ) 7 0 C H A N N I N G D R 87(145)[73] 73(198)[164][55 ] ( 8 2 ) 1 2 5 [17 9 ] ( 1 7 2 ) 5 5 1 7 2 ( 1 3 6 ) [ 1 5 1 ] 1 5 0 ( 1 0 7 ) [ 1 2 5 ] F I R S T W O O D S D R 13 2 ( 2 0 9 ) [ 2 6 5 ] 61 ( 9 8 ) [ 1 2 3 ] 80(98) [ 1 1 7 ] 312(2 7 2 ) [ 2 0 1 ] [278 ] ( 2 3 6 ) 1 0 9 [257] ( 3 3 4 ) 1 5 4 CHA N N I N G D R 69 0 ( 1 5 5 7 ) [ 9 7 3 ] 41 ( 1 4 6 ) [ 1 3 5 ] [873] ( 8 4 4 ) 1 3 8 4 [202 ] ( 2 1 9 ) 6 2 1 3 3 ( 8 3 ) [ 8 8 ] 2 0 0 ( 1 2 5 ) [ 1 3 1 ] HA G G E R T Y CO N N E C T I O N 87 9 [40]( 4 1 ) 4 2 [916 ] ( 9 1 0 ) 1 2 1 4 [67]( 5 7 ) 5 1 1 VA L L E Y M I L L R D (RE L O C A T E D ) [4 2 ] ( 4 7 ) 8 1 [1 5 9 ] ( 1 5 2 ) 2 3 2 814( 1 4 0 2 ) [ 9 3 4 ] 77(2 8 0 ) [ 1 7 0 ] 10 7 8 9 10 A( B ) [ B ] [B]( B ) B B ( B ) [ B ] 2 1 B(B ) [ B ] [B](C ) B C ( C ) [ C ] [ B ] ( C ) B 534 [C](C)C B(B ) [ B ] A( B ) [ A ] [A ] ( B ) A C H A N N I N G D R B(B)[B]**[ A ] ( A ) A F I R S T W O O D S D R A( A ) [ A ] B(B)[ B ][C]( C ) B CHA N N I N G D R STOP 1 * CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR VAL L E Y M I L L R D (RE L O C A T E D ) B( C ) [ B ] [B]( B ) C C ( B ) [ B ] HA G G E R T Y CO N N E C T I O N 1 2 3 4 5 6 SITE 6 87 9 10 7 8 9 10 X (Y)[Z] The Overlook – Revised Traffic Impact Study June 5, 2013 Page 13 PHASE 1 TRIP GENERATION Volkert, Inc. utilized the latest 8h Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Report to establish the total trips for Phase 1 of The Overlook. Table 3 is provided to summarize the total trip generation associated with Phase 1 of the development. PHASE 1 TRIP DISTRIBUTION AND TRIP ASSIGNMENT The distribution of trips was based upon local travel patterns for the roadway network surrounding the proposed site. Access to the site is provided Per the VDOT/County approved Scoping Agreement, Volkert, Inc. utilized the trip distribution percentages shown in Figure 6 to assign the proposed The Overlook Phase 1 development trips (Table 3) throughout the study area roadway network. Figure 6A is provided to show the percentages of site generated trips entering and exiting each of the site-driveways. Figure 7 shows the development-generated trip assignments for the weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hours. PHASE 1 (2015) BUILD-OUT CONDITIONS The Phase 1 development assigned trips (Figure 7) were added to the 2015 background traffic volumes (Figure 4) to obtain 2015 build-out conditions. Figure 8 shows the 2015 Phase 1 build-out weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 9 shows the corresponding build-out lane geometry and peak hour levels of service results. All Synchro levels of service worksheets are included in the Appendix section of this Report. Volkert, Inc. has provided Table 4 to show the 2015 background and Phase 1 build-out levels of service, vehicle delay and 95th percentile back of queue, by lane group/approach, for each of the study area intersections. ITE Code Land Use Amount In Out Total In Out Total ADT In Out Total ADT 210 Single-Family Detached 270 units 50 149 199 162 95 257 2700 132 117 250 2720 912 Drive-in Bank 4,100 SF 28 22 51 53 53 106 607 57 52 109 354 78 171 249 215 148 363 3,307 189 170 359 3,074 AM Peak Hour PM Peak Hour Total Trips Table 3 Proposed Development: The Overlook Phase 1 Trip Generation Summary Sat Peak Hour 25% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 10% 10% 15% 40% SITE S I T E - D R I V E # 4 BER R Y V I L L E P I K E VA L L E Y M I L L R D (R E L O C A T E D ) SI T E - D R I V E # 1 SITE 35% 65 % 65% 35 % SI T E - D R I V E # 2 5% 25 % 30% 10 % SI T E - D R I V E # 3 20% 25 % 20% 20 % S I T E - D R I V E # 4 10% 1 5 % 15% 5 % CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 16 15 14 13 12 11 9 10 7 6 5 2 4 1 2 3 4 5 3 1 1 7 1 9 6 7 8 9 1 88 SITE 8 2 1 X (Y)[Z] 1 1 51(4 4 ) [ 5 1 ] [57]( 6 4 ) 2 3 5 7 3 4 9 26(2 2 ) [ 2 5 ] [2 8 ] ( 3 2 ) 1 2 C H A N N I N G D R 26(22)[25] 34(30)[34][28 ] ( 3 2 ) 1 2 1 6 ( 4 3 ) [ 3 8 ] F I R S T W O O D S 17 ( 1 5 ) [ 1 7 ] 17 ( 1 5 ) [ 1 7 ] 8(21)[ 1 9 ] [19]( 2 1 ) 8 CHA N N I N G D R [20] ( 1 9 ) 1 0 [76] ( 6 2 ) 9 7 [ 3 4 ] ( 3 4 ) 1 4 [ 1 8 ] ( 1 9 ) 8 S I T E - D R I V E W A Y # 2 18(3 4 ) [ 3 7 ] 32(1 0 5 ) [ 8 6 ] [7]( 8 ) 2 [67] ( 5 7 ) 7 0 [ 2 9 ] ( 2 4 ) 3 7 [ 1 2 ] ( 1 0 ) 1 5 15(4 9 ) [ 4 0 ] 25(7 5 ) [ 6 5 ] [26] ( 3 2 ) 1 0 [44] ( 4 1 ) 3 5 [ 2 9 ] ( 2 4 ) 3 7 [ 2 3 ] ( 1 9 ) 3 0 10(3 2 ) [ 2 6 ] 30( 5 2 ) [ 5 0 ] S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 6 20 ( 5 4 ) [ 4 7 ] [42]( 3 7 ) 4 3 HA G G E R T Y CO N N E C T I O N [76]( 8 6 ) 3 1 1 VA L L E Y M I L L R D (RE L O C A T E D ) [6 8 ] ( 5 9 ) 6 9 [4 2 ] ( 3 7 ) 4 3 20(5 4 ) [ 4 7 ] 10 S I T E - D R I V E # 4 2 0 10 [13] ( 1 6 ) 5 [53] ( 5 9 ) 2 2 [ 1 8 ] ( 1 4 ) 2 2 [ 6 ] ( 5 ) 7 7(2 4 ) [ 2 0 ] 53(4 7 ) [ 5 4 ] S I T E - D R I V E W A Y # 4 CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 16 15 14 13 12 11 9 10 7 6 5 2 1 2 3 4 5 3 1 1 7 1 9 6 7 8 9 1 88 SITE 2 1 X (Y)[Z] 1 1 118( 1 5 ) [ 3 ] 915( 1 2 2 3 ) [ 1 1 5 5 ] 20(1 3 8 ) [ 6 4 ] [4](5 ) 7 3 [1100 ] ( 1 0 7 4 ) 1 0 1 7 [209] ( 1 2 4 ) 4 8 6 4 ( 5 1 ) [ 6 3 ] 1 8 2 ( 4 0 ) [ 3 ] 5 9 ( 9 0 ) [ 1 0 5 ] [ 1 1 ] ( 3 1 ) 4 2 [ 1 8 ] ( 4 9 ) 8 4 [ 4 5 ] ( 7 ) 2 8 534 [30](34)37 [75](99)64 [123](193)11 6 96(7 7 ) [ 8 5 ] 119( 8 7 ) [ 5 0 ] 108( 1 3 8 ) [ 9 1 ] 38 ( 7 0 ) [ 3 1 ] 10 2 ( 1 7 1 ) [ 7 9 ] 44 ( 1 0 6 ) [ 1 1 3 ] [9 7 ] ( 1 6 5 ) 1 5 5 [6 1 ] ( 1 3 9 ) 1 4 8 [8 3 ] ( 1 3 7 ) 8 1 C H A N N I N G D R 113(167)[98] 107(227)[198][84 ] ( 1 1 4 ) 1 3 7 [17 9 ] ( 1 7 2 ) 5 5 1 8 8 ( 1 7 9 ) [ 1 8 9 ] 1 5 0 ( 1 0 7 ) [ 1 2 5 ] F I R S T W O O D S D R 14 9 ( 2 2 3 ) [ 2 8 2 ] 78 ( 1 1 3 ) [ 1 4 0 ] 88(11 9 ) [ 1 3 6 ] 312(2 7 2 ) [ 2 0 1 ] [297 ] ( 2 5 8 ) 1 1 7 [257] ( 3 3 4 ) 1 5 4 CHA N N I N G D R 6 71 0 ( 1 6 1 0 ) [ 1 0 2 1 ] 41 ( 1 4 6 ) [ 1 3 5 ] [916] ( 8 8 1 ) 1 4 2 7 [202 ] ( 2 1 9 ) 6 2 1 3 3 ( 8 3 ) [ 8 8 ] 2 0 0 ( 1 2 5 ) [ 1 3 1 ] HA G G E R T Y CO N N E C T I O N [40]( 4 1 ) 4 2 [916 ] ( 9 1 0 ) 1 2 1 4 [142] ( 1 4 3 ) 8 2 VA L L E Y M I L L R D (RE L O C A T E D ) [1 1 0 ] ( 1 0 7 ) 1 4 9 [2 0 2 ] ( 1 8 9 ) 2 7 5 814( 1 4 0 2 ) [ 9 3 4 ] 96(3 3 4 ) [ 2 1 8 ] 1 4 10 S I T E - D R I V E # 4 2 0 87 9 [20] ( 1 9 ) 1 0 [277 ] ( 2 6 1 ) 4 1 0 [ 3 4 ] ( 3 4 ) 1 4 [ 1 8 ] ( 1 9 ) 8 S I T E - D R I V E W A Y # 2 18(3 4 ) [ 3 7 ] 160 ( 4 4 3 ) [ 3 2 3 ] [7]( 8 ) 2 [268 ] ( 2 5 6 ) 3 8 2 [ 2 9 ] ( 2 4 ) 3 7 [ 1 2 ] ( 1 0 ) 1 5 15(4 9 ) [ 4 0 ] 153 ( 4 1 3 ) [ 3 0 2 ] [26] ( 3 2 ) 1 0 [245 ] ( 2 4 0 ) 3 4 7 [ 2 9 ] ( 2 4 ) 3 7 [ 2 3 ] ( 1 9 ) 3 0 10(3 2 ) [ 2 6 ] 158 ( 3 9 0 ) [ 2 8 7 ] S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 10 [13] ( 1 6 ) 5 [254 ] ( 2 5 8 ) 3 3 5 [ 1 8 ] ( 1 4 ) 2 2 [ 6 ] ( 5 ) 7 7(24 ) [ 2 0 ] 180 ( 3 8 5 ) [ 2 9 1 ] S I T E - D R I V E W A Y # 4 2 1 B(B ) [ B ] [B](C ) B C ( C ) [ C ] [ B ] ( C ) C 5 6 7 3 4 [C](C)C B(B ) [ B ] A( B ) [ A ] [A ] ( B ) A C H A N N I N G D R B(C)[C]**[ A ] ( A ) A F I R S T W O O D S D R A( A ) [ A ] B(B)[ A ][C]( C ) B CHA N N I N G D R STOP 1 * CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 *[A] ( A ) A * [ C ] ( C ) B [A]( B ) C HA G G E R T Y CO N N E C T I O N 1 2 3 4 5 6 7 8 9 S I T E - D R I V E W A Y # 1 SITE X (Y)[Z] A( A ) [ B ] [C]( C ) B C ( B ) [ B ] VAL L E Y M I L L R D (RE L O C A T E D ) B( C ) [ B ] C ( B ) [ B ] 10 S I T E - D R I V E # 4 *[A] ( A ) A * [ B ] ( C ) B *[A] ( A ) A S I T E - D R I V E W A Y # 2 S I T E - D R I V E W A Y # 3 8 *[A ] ( A ) A S I T E - D R I V E W A Y # 4 109 * [ B ] ( C ) B * [ B ] ( C ) B The Overlook – Revised Traffic Impact Study June 5, 2013 Page 19 EB/T C 26 s. 655 ft B 11 s. 325 ft B 20 s. 238 ft C 31 s. 687 ft B 12 s. 374 ft A 8 s. 61 ft EB/R A 2 s. 9 ft A 3 s. 49 ft A 1 s. 7 ft A 2 s. 8 ft A 2 s. 45 ft A 1 s. 0 ft EB LOS EB/WB: Route 7 WB/L D 42 s. 56 ft D 45 s. 142 ft D 47 s. 143 ft D 42 s. 56 ft D 45 s. 142 ft D 47 s. 143 ft NB: Haggerty Connection WB/T A 10 s. 142 ft B 19 s. 480 ft B 16 s. 265 ft A 10 s. 147 ft B 20 s. 515 ft B 13 s. 244 ft WB LOS Traffic Control: Signalization NB/L C 27 s. 164 ft C 25 s. 106 ft C 20 s. 99 ft C 27 s. 164 ft C 25 s. 106 ft C 24 s. 109 ft NB/R B 14 s. 54 ft A 10 s. 39 ft B 11 s. 43 ft B 14 s. 54 ft A 10 s. 39 ft B 11 s. 43 ft NB LOS OVERALL EB/U D 51 s. 61 ft D 51 s. 61 ft D 45 s. 57 ft D 51 s. 61 ft D 51 s. 61 ft D 45 s. 57 ft EB/T B 18 s. 390 ft B 18 s. 269 ft B 16 s. 252 ft B 18 s. 390 ft C 24 s. 310 ft C 25 s. 320 ft EB/R A 4 s. 18 ft A 4 s. 20 ft A 3 s. 20 ft A 3 s. 22 ft A 4 s. 35 ft A 4 s. 36 ft EB LOS WB/L D 35 s. 89 ft D 49 s. 254 ft D 53 s. 221 ft D 37 s. 107 ft C 33 s. 269 ft C 34 s. 202 ft EB/WB: Route 7 WB/T A 6 s. 84 ft A 4 s. 133 ft A 4 s. 48 ft A 6 s. 83 ft A 4 s. 123 ft A 8 s. 103 ft NB: Valley Mill Road WB LOS NB/L D 36 s. 89 ft C 35 s. 58 ft C 32 s. 51 ft D 41 s. 151 ft D 37 s. 112 ft C 31 s. 110 ft Traffic Control: Signalization NB/R A 9 s. 64 ft A 9 s. 53 ft A 7 s. 52 ft A 9 s. 70 ft A 9 s. 59 ft A 7 s. 58 ft NB LOS OVERALL EB/L D 46 s. 107 ft D 42 s. 16 ft D 41 s. 13 ft D 43 s. 95 ft D 40 s. 15 ft D 42 s. 13 ft EB/T B 15 s. 272 ft C 23 s. 326 ft B 19 s. 309 ft B 15 s. 281 ft C 23 s. 357 ft B 18 s. 326 ft EB/R A 6 s. 22 ft A 7 s. 47 ft A 5 s. 59 ft A 6 s. 22 ft A 7 s. 49 ft A 5 s. 59 ft EB LOS EB/WB: Route 7 WB/L C 34 s. 32 ft D 43 s. 142 ft D 40 s. 79 ft C 35 s. 33 ft D 44 s. 142 ft D 41 s. 79 ft NB: Greenwood Road WB/T B 16 s. 210 ft B 11 s. 303 ft B 11 s. 274 ft B 17 s. 234 ft B 12 s. 350 ft B 11 s. 284 ft SB: First Woods Drive WB/R A 3 s. 24 ft A 3 s. 8 ft A 5 s. 4 ft A 3 s. 25 ft A 4 s. 9 ft A 4 s. 3 ft WB LOS Traffic Control: Signalization NB/LTR C 29 s. 295 ft C 30 s. 163 ft C 27 s. 149 ft C 30 s. 295 ft C 31 s. 163 ft C 28 s. 151 ft NB LOS SB/LT C 23 s. 112 ft C 28 s. 82 ft C 26 s. 38 ft C 24 s. 112 ft C 28 s. 82 ft C 27 s. 38 ft SB/R A 9 s. 21 ft B 15 s. 11 ft A 9 s. 28 ft A 9 s. 21 ft B 15 s. 11 ft A 9 s. 29 ft SB LOS OVERALL EB/L C 30 s. 43 ft C 26 s. 39 ft C 25 s. 33 ft C 31 s. 44 ft C 26 s. 39 ft C 25 s. 34 ft EB/TR C 22 s. 99 ft C 29 s. 182 ft C 21 s. 104 ft C 23 s. 100 ft C 30 s. 182 ft C 22 s. 106 ft EB LOS WB/L B 19 s. 57 ft B 20 s. 72 ft B 16 s. 43 ft C 20 s. 72 ft C 21 s. 85 ft B 17 s. 55 ft EB/WB: Valley Mill Road WB/TR B 16 s. 110 ft B 11 s. 74 ft A 8 s. 48 ft B 16 s. 110 ft B 11 s. 74 ft A 8 s. 47 ft NB/SB: Greenwood Road WB LOS NB/L A 10 s. 84 ft B 15 s. 121 ft A 9 s. 53 ft A 10 s. 82 ft B 16 s. 122 ft B 10 s. 55 ft Traffic Control: Signalization NB/TR A 8 s. 94 ft B 11 s. 131 ft A 6 s. 43 ft A 8 s. 96 ft B 11 s. 145 ft A 5 s. 48 ft NB LOS SB/L A 9 s. 28 ft B 14 s. 78 ft A 9 s. 61 ft A 9 s. 28 ft B 14 s. 80 ft B 11 s. 63 ft SB/TR A 7 s. 62 ft B 12 s. 139 ft A 7 s. 49 ft A 7 s. 60 ft B 12 s. 139 ft A 8 s. 50 ft SB LOS OVERALL WB/L B 12 s. 16 ft B 14 s. 58 ft A 8 s. 4 ft B 13 s. 27 ft C 18 s. 94 ft C 16 s. 62 ft WB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A C 16 s. 62 ft WB: Valley Mill Road WB LOS NB: Channing Drive NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SB: Valley Mill Road NB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NB LOS Traffic Control: Stop Sign SB/L A 8 s. 10 ft A 8 s. 6 ft B 14 s. 38 ft A 9 s. 11 ft A 8 s. 9 ft A 8 s. 6 ft SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L C 25 s. 70 ft C 32 s. 147 ft C 30 s. 174 ft C 27 s. 76 ft C 32 s. 163 ft C 29 s. 182 ft EB/T B 14 s. 73 ft B 16 s. 150 ft B 15 s. 122 ft B 14 s. 73 ft B 15 s. 148 ft B 14 s. 118 ft EB LOS EB/WB: Senseny Road WB/T C 20 s. 147 ft B 15 s. 120 ft B 14 s. 95 ft C 20 s. 147 ft B 14 s. 118 ft B 13 s. 92 ft SB: Channing Drive WB/R A 4 s. 22 ft A 3 s. 21 ft A 3 s. 24 ft A 4 s. 23 ft A 3 s. 23 ft A 3 s. 25 ft WB LOS Traffic Control: Signalization SB/L A 7 s. 28 ft B 11 s. 58 ft B 12 s. 74 ft A 7 s. 34 ft B 12 s. 71 ft B 13 s. 88 ft SB/R A 2 s. 23 ft A 3 s. 38 ft A 3 s. 43 ft A 2 s. 24 ft A 3 s. 42 ft A 3 s. 46 ft SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right 2015 Background Conditions N/A N/A N/A C B B B B B B Saturday Peak Hour LOS Delay (in sec) Queue (in feet) B B 2015 Phase 1 Build-out Conditions BBB N/A N/A N/A A A B AA BB N/A N/A N/A BC BB N/A N/A N/A BB AB AB BB CC CC BB C BC Saturday Peak Hour LOS Delay (in sec) Queue (in feet) A B B B B B C B C B B BBB B C C B B CC B BB BB AB B Delay (in sec) Queue (in feet) C CB LOS Delay (in sec) Queue (in feet)LOSIntersection BC CA B AM Peak Hour PM Peak Hour CC C B PM Peak Hour Delay (in sec) B BB CB A CB CC B B BA CC B B A A AM Peak Hour LOS Queue (in feet) C Delay (in sec) B N/A B A A B N/A N/A AB A B BC BB B CC B BB N/A LOS Queue (in feet) BC N/A N/A N/A B N/A BB AA Table 4 The Overlook Levels of Service, Delay and Back of Queue (95%) Results 2015 Phase 1 Background and Build-out Conditions C A A B N/A N/A N/A N/A The Overlook – Revised Traffic Impact Study June 5, 2013 Page 20 EB/L B 14 s. 3 ft C 17 s. 9 ft C 15 s. 8 ft EB/R A 9 s. 1 ft B 12 s. 3 ft B 10 s. 2 ft EB: Site-Driveway #1 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 1 ft A 9 s. 2 ft A 8 s. 1 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L B 14 s. 7 ft C 16 s. 6 ft B 14 s. 6 ft EB/R A 9 s. 1 ft B 11 s. 1 ft B 10 s. 1 ft EB: Site-Driveway #2 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 0 ft A 9 s. 1 ft A 8 s. 1 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L B 13 s. 7 ft C 16 s. 6 ft B 14 s. 6 ft EB/R A 9 s. 3 ft B 11 s. 3 ft B 10 s. 3 ft EB: Site-Driveway #3 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 1 ft A 8 s. 3 ft A 8 s. 2 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L B 13 s. 4 ft C 15 s. 3 ft B 14 s. 4 ft EB/R A 9 s. 1 ft B 11 s. 1 ft B 10 s. 1 ft EB: Site-Driveway #4 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 0 ft A 8 s. 1 ft A 8 s. 1 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/AN/AN/A 2015 Background Conditions The Overlook Levels of Service, Delay and Back of Queue (95%) Results 2015 Phase 1 Background and Build-out Conditions Table 4 (Continued) N/A N/A N/A N/A 2015 Phase 1 Build-out Conditions N/A N/A N/A N/A N/A N/A N/A N/A N/A Saturday Peak Hour LOS Delay (in sec) Queue (in feet) N/A N/A N/A N/A N/A N/A N/A N/A Saturday Peak Hour LOS Delay (in sec) Queue (in feet) Queue (in feet) Queue (in feet)LOS Delay (in sec)LOS Delay (in sec) Queue (in feet) Intersection AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour LOS Queue (in feet) N/A N/A N/A N/A N/A N/A N/A N/A Delay (in sec) N/A N/A LOS Delay (in sec) N/A N/A The Overlook – Revised Traffic Impact Study June 5, 2013 Page 21 In Out Total In Out Total In Out Total Red-Bud Run 210 Single-Family Detached 25 units 7 20 27 19 11 31 290 19 11 31 286 Total 7 20 27 19 11 31 290 19 11 31 286 Twin Lakes Phases 9 and 10 210 Single-Family Detached 65 units 14 41 55 46 27 73 700 46 27 73 702 230 Townhouse/Condo* 71 units 10 37 47 38 21 58 585 30 24 54 549 Total 24 78 102 84 48 131 1,284 76 51 126 1,251 Lynnhaven 210Single-Family Detached 3 units 39123254132539 820 Retail 87,120 SF 88 56 144 274 297 572 6,209 412 380 791 8,471 (10-acres @ 0.2 FAR)Total 91 65 156 277 299 576 6,250 414 382 796 8,510 Fieldstone Development 230 Townhouse/Condo* 93 units 13 47 60 49 27 76 760 39 31 69 719 Total 13 47 60 49 27 76 760 39 31 69 719 Sovereign Village 210 Single-Family Detached 42 units 10 29 39 31 18 49 468 31 18 49 466 220 Apartment* 64 units 9 30 39 32 18 50 503 30 18 48 499 820 Retail 104,544 SF 98 63 161 309 335 645 6,990 463 428 891 9,502 (12-acres @ 0.2 FAR)Total 18 59 78 63 36 99 971 61 37 97 964 Haggerty Property 210 Single-Family Detached 180 units 34 102 135 115 67 182 1,786 115 67 182 1,829 220 Apartment* 60 units 8 28 36 30 17 47 472 28 17 45 468 230 Townhouse/Condo* 60 units 9 31 40 32 18 50 497 25 20 46 464 Total 51 161 211 177 102 278 2,754 168 105 273 2,760 Opequon Crossing 210 Single-Family Detached 155 units 29 88 118 100 59 159 1,556 100 59 159 1,589 230 Townhouse/Condo* 170 units 23 84 107 88 48 136 1,364 69 55 124 1,314 Total 53 173 225 188 107 295 2,920 169 114 283 2,903 * Determined using trip generation rates provided by VDOT. Code Land Use Table 5 2020 Background "Other Developments" Trip Generation Summary ADTAmountSaturday Peak HourADTAM Peak Hour PM Peak Hour PHASE 2 TRAFFIC ANALYSES (2020) The proposed Phase 2 development is to include 270 single-family detached units, 21,800 square feet of Retail, a Convenience Mart/ Fast Food (2,000 square feet) with a 16 pump Gas Station, a 4,100 square foot Drive-in Bank and a 7,400 square foot High-Turnover “Sit Down” Restaurant. Access is to be provided via four (4) site-driveways located along the relocated Valley Mill Road (Route 659). Access to the retail parcel is provided via the northernmost driveway (signalized control). Access to the residential parcels is provided via three (3) other driveways (stop control). Phase 2 is to be built-out by Year 2020. 2020 BACKGROUND CONDITIONS In order to determine the 2020 background traffic conditions, Volkert, Inc. increased the existing traffic volumes, shown on Figure 2, using a rate of 0.5% per year through Year 2020. Per the September 2012 VDOT/County approved Scoping Agreement, 20% of the Greenwood Road traffic volumes were then reassigned to the new intersection of Route 7/Valley Mill Road. Additionally, all trips relating to specific future “other developments” located within the vicinity of the site were incorporated. Table 5 is provided below to summarize the 2020 “other developments” trip generation as determined using rates provided by VDOT (Apartment and Townhouse/Condo residential uses) as well as those included in the 7th Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Report. Figure 10 shows the 2020 background weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 11 shows the corresponding 2020 background lane geometry and peak hour levels of service results. All Synchro levels of service worksheets are included in the Appendix section of this Report. CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 16 15 14 13 12 11 9 10 7 6 5 2 4 1 2 3 4 5 3 16 8 SITE 1 X (Y)[Z] 1 2 120( 1 5 ) [ 3 ] 878( 1 2 0 4 ) [ 1 1 2 7 ] 20(1 4 2 ) [ 6 6 ] [4](5 ) 7 5 [1062 ] ( 1 0 2 7 ) 1 0 1 7 [213] ( 1 2 6 ) 4 9 6 6 ( 5 3 ) [ 6 5 ] 1 8 8 ( 4 2 ) [ 3 ] 6 0 ( 9 1 ) [ 1 0 6 ] [ 1 1 ] ( 3 2 ) 4 2 [ 1 9 ] ( 5 0 ) 8 7 [ 4 6 ] ( 7 ) 2 8 5 6 3 4 [30](35)38 [77](102)65 [126](198)11 9 98(7 7 ) [ 8 5 ] 122( 8 9 ) [ 5 2 ] 85(1 1 7 ) [ 6 7 ] 39 ( 7 1 ) [ 3 2 ] 10 5 ( 1 7 7 ) [ 8 2 ] 45 ( 1 0 7 ) [ 1 1 4 ] [1 0 0 ] ( 1 6 9 ) 1 5 9 [6 3 ] ( 1 4 4 ) 1 5 3 [5 5 ] ( 1 0 7 ) 7 1 C H A N N I N G D R 89(148)[74] 73(200)[165][56 ] ( 8 4 ) 1 2 8 [18 1 ] ( 1 7 4 ) 5 5 1 7 4 ( 1 3 6 ) [ 1 5 1 ] 1 5 3 ( 1 0 8 ) [ 1 2 6 ] F I R S T W O O D S D R 13 4 ( 2 1 0 ) [ 2 6 7 ] 61 ( 9 8 ) [ 1 2 3 ] 80(98) [ 1 1 7 ] 320(2 7 9 ) [ 2 0 6 ] [280] ( 2 3 8 ) 1 1 0 [264] ( 3 4 3 ) 1 5 8 CHA N N I N G D R 70 6 ( 1 5 9 3 ) [ 9 9 4 ] 41 ( 1 4 6 ) [ 1 3 5 ] [892] ( 8 6 2 ) 1 4 1 7 [202 ] ( 2 1 9 ) 6 2 1 3 3 ( 8 3 ) [ 8 8 ] 2 0 0 ( 1 2 5 ) [ 1 3 1 ] HA G G E R T Y CO N N E C T I O N [41]( 4 2 ) 4 3 [933 ] ( 9 2 7 ) 1 2 4 3 [68]( 5 8 ) 5 2 1 VA L L E Y M I L L R D (RE L O C A T E D ) [4 2 ] ( 4 8 ) 8 1 [1 6 1 ] ( 1 5 4 ) 2 3 6 828( 1 4 3 4 ) [ 9 5 4 ] 78(2 8 4 ) [ 1 7 2 ] 7 9 108 7 9 10 8 2 1 B(B ) [ B ] [B](B ) B C ( C ) [ C ] [ B ] ( B ) B 534 [C](B)C B(A ) [ B ] A( B ) [ B ] [A ] ( B ) A C H A N N I N G D R B(B)[C]**[ A ] ( A ) A F I R S T W O O D S D R A( A ) [ A ] B(A)[ A ][C]( B ) C CHA N N I N G D R STOP 1 * CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR [B]( B ) B HA G G E R T Y CO N N E C T I O N 1 2 3 4 5 6 SITE 6 X (Y)[Z] B( C ) [ B ] [B]( C ) B B ( B ) [ B ] VAL L E Y M I L L R D (RE L O C A T E D ) A( B ) [ B ] C ( B ) [ B ] 87 9 10 9 10 7 8 The Overlook – Revised Traffic Impact Study June 5, 2013 Page 24 PHASE 2 TRIP GENERATION Volkert, Inc. utilized the latest 8th Edition of the Institute of Transportation Engineers’ (ITE) Trip Generation Report to establish the total trips for Phase 2 of The Overlook. Table 6 is provided to summarize the total trip generation associated with the Phase 2 development. PHASE 2 TRIP DISTRIBUTION AND TRIP ASSIGNMENT The distribution of trips was based upon local travel patterns for the roadway network surrounding the proposed site. Per the VDOT/County approved Scoping Agreement, Volkert, Inc. utilized the trip distribution percentages shown in Figure 12 to assign the proposed The Overlook development Phase 2 development trips (Table 6) throughout the study area roadway network. Trip distributions at the site-driveways remain consistent with Figure 6A. Figure 13 shows the development-generated trip assignments for the weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hours. PHASE 2 (2020) BUILD-OUT CONDITIONS The Phase 2 development assigned trips (Figure 13) were added to the 2020 background traffic volumes (Figure 10) to obtain 2020 build-out conditions. Figure 14 shows the 2020 Phase 2 build-out weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 15 shows the corresponding build-out lane geometry and peak hour levels of service results. All Synchro levels of service worksheets are included in the Appendix section of this Report. Table 7 is provided below to show the 2020 background and Phase 2 build-out levels of service, vehicle delay and 95th percentile back of queue, by lane group/approach, for each of the study area intersections. ITE Code Land Use Amount In Out Total In Out Total ADT In Out Total ADT 210 Single-Family Detached 270 units 50 149 199 162 95 257 2700 132 117 250 2720 820 Retail 21,800 SF 38 24 63 110 119 229 2,523 166 153 318 3,539 853 Convenience Mart w\pumps 16 pumps 133 133 265 153 153 305 8,682 82 78 160 3,272 912 Drive-in Bank 4,100 SF 28 22 51 53 53 106 607 57 52 109 354 932 H-T Restaurant 7,400 SF 44 41 85 49 34 83 941 55 49 104 1172 933 Fast Food w/out DT 2,000 SF 53 35 88 27 26 52 1432 53 56 109 1392 (located inside Conv. Mart) Sub-Total 346 404 750 553 479 1,032 16,885 545 505 1,050 12,449 30 30 60 39 39 77 810 37 37 75 816 8 8 16 29 29 57 631 40 40 80 885 71 71 141 71 71 143 4,045 54 54 108 1,865 238 296 534 414 340 754 11,399 414 374 788 8,882 Internal Trips (to/from Res. And Non-Res.) Proposed Development: The Overlook Phase 2 Trip Generation Summary AM Peak Hour PM Peak Hour Table 6 Pass-by Trips 40% (Code 853/933) Pass-by Trips 25% (Code 820) Total "New" Trips Sat Peak Hour 25% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 10% 10% 15% 40% SITE S I T E - D R I V E # 4 CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 16 15 14 13 12 11 9 10 7 6 5 2 1 2 3 4 5 3 1 1 7 1 9 6 7 8 9 1 88 SITE 2 1 X (Y)[Z] 1 1 89(1 0 2 ) [ 1 1 2 ] [124] ( 1 2 4 ) 7 1 534 44(5 1 ) [ 5 6 ] [6 2 ] ( 6 2 ) 3 6 C H A N N I N G D R 44(51)[56] 59(68)[75][62 ] ( 6 2 ) 3 6 4 8 ( 8 3 ) [ 8 3 ] F I R S T W O O D S 30 ( 3 4 ) [ 3 7 ] 30 ( 3 4 ) [ 3 7 ] 24(41) [ 4 1 ] [41]( 4 1 ) 2 4 CHA N N I N G D R 6 59 ( 1 0 3 ) [ 1 0 3 ] [94]( 8 5 ) 7 4 HA G G E R T Y CO N N E C T I O N [-47] ( - 5 0 ) - 3 9 [212 ] ( 2 1 6 ) 1 3 4 1 VA L L E Y M I L L R D (RE L O C A T E D ) [1 9 7 ] ( 1 8 6 ) 1 5 8 [1 4 0 ] ( 1 3 5 ) 1 1 3 -39( - 5 0 ) [ - 4 7 ] 99(1 5 4 ) [ 1 5 0 ] -X(-Y)[-Z] 4 10 S I T E - D R I V E # 4 2 0 87 9 [118 ] ( 1 0 7 ) 8 6 [65] ( 5 3 ) 8 2 [ 2 7 2 ] ( 2 6 9 ) 1 8 9 [ 1 2 0 ] ( 1 2 0 ) 7 1 S I T E - D R I V E W A Y # 2 205 ( 2 8 0 ) [ 2 8 9 ] 27(8 9 ) [ 7 3 ] [6]( 7 ) 2 [151 ] ( 1 3 4 ) 1 2 8 [ 3 2 ] ( 2 5 ) 4 1 [ 1 0 ] ( 8 ) 1 3 16(5 1 ) [ 4 1 ] 83(1 5 8 ) [ 1 5 2 ] [23] ( 2 8 ) 8 [126 ] ( 1 1 6 ) 9 0 [ 3 1 ] ( 2 5 ) 4 1 [ 2 0 ] ( 1 6 ) 2 5 10(3 7 ) [ 2 9 ] 85(1 3 0 ) [ 1 3 4 ] S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 10 [11] ( 1 4 ) 4 [134 ] ( 1 3 1 ) 7 9 [ 1 5 ] ( 1 2 ) 1 9 [ 5 ] ( 4 ) 6 13(3 1 ) [ 2 8 ] 97(1 1 5 ) [ 1 2 6 ] S I T E - D R I V E W A Y # 4 CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 16 15 14 13 12 11 9 10 7 6 5 2 1 2 3 4 5 3 1 1 7 1 9 6 7 8 9 1 88 SITE 1 X (Y)[Z] 1 2 120( 1 5 ) [ 3 ] 967( 1 3 0 6 ) [ 1 2 3 9 ] 20(1 4 2 ) [ 6 6 ] [4](5 ) 7 5 [1186 ] ( 1 1 5 2 ) 1 0 8 8 [213] ( 1 2 6 ) 4 9 6 0 ( 9 1 ) [ 1 0 6 ] 1 8 8 ( 4 2 ) [ 3 ] 6 6 ( 5 3 ) [ 6 5 ] [ 1 1 ] ( 3 2 ) 4 2 [ 1 9 ] ( 5 0 ) 8 7 [ 4 6 ] ( 7 ) 2 8 5 6 3 4 [30](35)38 [77](102)65 [126](198)11 9 98(7 7 ) [ 8 5 ] 122( 8 9 ) [ 5 2 ] 129( 1 6 9 ) [ 1 2 3 ] 39 ( 7 1 ) [ 3 2 ] 10 5 ( 1 7 7 ) [ 8 2 ] 45 ( 1 0 7 ) [ 1 1 4 ] [1 0 0 ] ( 1 6 9 ) 1 5 9 [6 3 ] ( 1 4 4 ) 1 5 3 [1 1 7 ] ( 1 6 9 ) 1 0 7 C H A N N I N G D R 133(199)[131] 132(268)[240][11 8 ] ( 1 4 6 ) 1 6 4 [18 1 ] ( 1 7 4 ) 5 5 2 2 1 ( 2 1 9 ) [ 2 3 4 ] 1 5 3 ( 1 0 8 ) [ 1 2 6 ] F I R S T W O O D S D R 16 3 ( 2 4 4 ) [ 3 0 5 ] 91 ( 1 3 3 ) [ 1 6 0 ] 104(14 0 ) [ 1 5 8 ] 320(2 7 9 ) [ 2 0 6 ] [321] ( 2 8 0 ) 1 3 4 [264] ( 3 4 3 ) 1 5 8 CHA N N I N G D R 76 5 ( 1 6 9 6 ) [ 1 0 9 8 ] 41 ( 1 4 6 ) [ 1 3 5 ] [985 ] ( 9 4 7 ) 1 4 9 1 [202 ] ( 2 1 9 ) 6 2 1 3 3 ( 8 3 ) [ 8 8 ] 2 0 0 ( 1 2 5 ) [ 1 3 1 ] HA G G E R T Y CO N N E C T I O N [41]( 4 2 ) 4 3 [887 ] ( 8 7 7 ) 1 2 0 4 [280 ] ( 2 7 4 ) 1 8 6 1 VA L L E Y M I L L R D (RE L O C A T E D ) [2 3 8 ] ( 2 3 4 ) 2 3 9 [3 0 1 ] ( 2 8 9 ) 3 4 9 789( 1 3 8 4 ) [ 9 0 7 ] 176( 4 3 8 ) [ 3 2 2 ] 4 10 S I T E - D R I V E # 4 2 0 87 9 [118 ] ( 1 0 7 ) 8 6 [267 ] ( 2 5 4 ) 4 0 0 [ 2 7 2 ] ( 2 6 9 ) 1 8 9 [ 1 2 0 ] ( 1 2 0 ) 7 1 S I T E - D R I V E W A Y # 2 205 ( 2 8 0 ) [ 2 8 9 ] 157 ( 4 3 2 ) [ 3 1 2 ] [6]( 7 ) 2 [354 ] ( 3 3 5 ) 4 4 6 [ 3 2 ] ( 2 5 ) 4 1 [ 1 0 ] ( 8 ) 1 3 16(5 1 ) [ 4 1 ] 213 ( 5 0 0 ) [ 3 9 2 ] [23] ( 2 8 ) 8 [328 ] ( 3 1 7 ) 4 0 7 [ 3 1 ] ( 2 5 ) 4 1 [ 2 0 ] ( 1 6 ) 2 5 10(3 7 ) [ 2 9 ] 215 ( 4 7 2 ) [ 3 7 3 ] S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 10 [11] ( 1 4 ) 4 [336 ] ( 3 3 2 ) 3 9 6 [ 1 5 ] ( 1 2 ) 1 9 [ 5 ] ( 4 ) 6 13(3 1 ) [ 2 8 ] 227 ( 4 5 7 ) [ 3 6 5 ] S I T E - D R I V E W A Y # 4 2 1 C(B ) [ B ] [B](C ) C D ( C ) [ C ] [ B ] ( B ) C 534 [C](B)C B(B ) [ B ] A( B ) [ A ] [A ] ( B ) B C H A N N I N G D R B(D)[C]**[ A ] ( A ) A F I R S T W O O D S D R A( A ) [ A ] B(A)[ A ][C]( B ) C CHA N N I N G D R STOP 1 * CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 [B]( B ) B HA G G E R T Y CO N N E C T I O N 1 2 3 4 5 6 7 8 9 SITE 6 X (Y)[Z] B( C ) [ C ] [B]( C ) B C ( C ) [ C ] VAL L E Y M I L L R D (RE L O C A T E D ) A( C ) [ B ] C ( B ) [ B ] [A]( A ) A [ C ] ( C ) C S I T E - D R I V E W A Y # 1 7 A( A ) [ A ] 10 S I T E - D R I V E # 4 *[A] ( A ) A * [ C ] ( C ) C *[A] ( A ) A * [ C ] ( C ) C S I T E - D R I V E W A Y # 2 S I T E - D R I V E W A Y # 3 8 9 *[A ] ( A ) A * [ C ] ( C ) B S I T E - D R I V E W A Y # 4 10 The Overlook – Revised Traffic Impact Study June 5, 2013 Page 29 EB/T B 19 s. 263 ft C 21 s. 256 ft B 18 s. 471 ft B 18 s. 284 ft B 17 s. 250 ft EB/R A 3 s. 39 ft A 3 s. 35 ft A 3 s. 17 ft A 3 s. 37 ft A 2 s. 30 ft EB LOS EB/WB: Route 7 WB/L D 42 s. 145 ft D 52 s. 181 ft D 43 s. 59 ft D 44 s. 148 ft D 52 s. 188 ft NB: Haggerty Connection WB/T B 12 s. 352 ft B 10 s. 190 ft A 6 s. 107 ft B 12 s. 383 ft A 8 s. 178 ft WB LOS Traffic Control: Signalization NB/L C 31 s. 123 ft C 25 s. 121 ft D 36 s. 193 ft C 33 s. 125 ft C 28 s. 127 ft NB/R A 8 s. 39 ft A 7 s. 37 ft A 8 s. 49 ft A 9 s. 39 ft A 8 s. 39 ft NB LOS OVERALL EB/U D 48 s. 60 ft D 43 s. 57 ft D 52 s. 62 ft D 51 s. 31 ft D 45 s. 59 ft EB/T C 22 s. 332 ft B 15 s. 251 ft B 20 s. 384 ft D 39 s. 384 ft C 23 s. 305 ft EB/R A 5 s. 24 ft A 3 s. 19 ft A 2 s. 32 ft B 17 s. 147 ft A 3 s. 49 ft EB LOS WB/L D 46 s. 245 ft D 53 s. 186 ft D 54 s. 194 ft D 49 s. 422 ft D 52 s. 329 ft EB/WB: Route 7 WB/T B 13 s. 395 ft A 9 s. 226 ft A 8 s. 162 ft B 12 s. 371 ft A 10 s. 207 ft NB: Valley Mill Road WB LOS NB/L C 35 s. 59 ft D 36 s. 54 ft D 51 s. 279 ft D 53 s. 258 ft D 48 s. 265 ft Traffic Control: Signalization NB/R A 9 s. 53 ft A 9 s. 55 ft B 17 s. 99 ft A 9 s. 108 ft A 9 s. 41 ft NB LOS OVERALL EB/L D 43 s. 16 ft D 42 s. 13 ft D 53 s. 96 ft D 40 s. 15 ft D 41 s. 13 ft EB/T C 26 s. 357 ft B 19 s. 361 ft C 29 s. 473 ft C 25 s. 387 ft B 20 s. 385 ft EB/R A 8 s. 54 ft A 6 s. 61 ft B 11 s. 33 ft A 7 s. 50 ft A 7 s. 72 ft EB LOS EB/WB: Route 7 WB/L D 45 s. 146 ft D 45 s. 83 ft D 46 s. 36 ft D 46 s. 139 ft D 40 s. 79 ft NB: Greenwood Road WB/T B 13 s. 344 ft B 12 s. 329 ft D 36 s. 421 ft B 15 s. 379 ft B 11 s. 318 ft SB: First Woods Drive WB/R A 4 s. 9 ft A 5 s. 4 ft A 5 s. 37 ft A 7 s. 4 ft A 4 s. 3 ft WB LOS Traffic Control: Signalization NB/LTR C 28 s. 159 ft C 29 s. 151 ft D 51 s. 338 ft C 35 s. 181 ft C 29 s. 154 ft NB LOS SB/LT C 26 s. 81 ft C 27 s. 39 ft D 39 s. 134 ft C 29 s. 85 ft C 27 s. 39 ft SB/R B 14 s. 11 ft A 9 s. 28 ft B 13 s. 24 ft B 15 s. 11 ft A 9 s. 29 ft SB LOS OVERALL EB/L C 25 s. 40 ft C 26 s. 35 ft C 28 s. 42 ft C 28 s. 40 ft C 28 s. 36 ft EB/TR C 29 s. 189 ft C 24 s. 115 ft C 20 s. 96 ft C 35 s. 193 ft C 26 s. 125 ft EB LOS WB/L B 20 s. 74 ft B 18 s. 71 ft B 18 s. 74 ft C 30 s. 109 ft B 20 s. 77 ft EB/WB: Valley Mill Road WB/TR B 11 s. 75 ft A 7 s. 47 ft B 13 s. 97 ft B 14 s. 75 ft A 8 s. 51 ft NB/SB: Greenwood Road WB LOS NB/L B 16 s. 128 ft B 11 s. 60 ft B 11 s. 91 ft B 17 s. 135 ft B 11 s. 62 ft Traffic Control: Signalization NB/TR B 11 s. 138 ft A 5 s. 57 ft A 9 s. 118 ft B 12 s. 178 ft A 5 s. 55 ft NB LOS SB/L B 14 s. 80 ft B 12 s. 69 ft A 10 s. 31 ft A 9 s. 45 ft B 11 s. 71 ft SB/TR B 12 s. 146 ft A 9 s. 56 ft A 9 s. 67 ft A 7 s. 76 ft A 9 s. 57 ft SB LOS OVERALL WB/L B 15 s. 60 ft A 9 s. 10 ft B 15 s. 44 ft D 28 s. 191 ft C 23 s. 126 ft WB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WB: Valley Mill Road WB LOS NB: Channing Drive NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SB: Valley Mill Road NB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NB LOS Traffic Control: Stop Sign SB/L A 8 s. 6 ft C 23 s. 126 ft A 9 s. 14 ft A 9 s. 12 ft A 9 s. 10 ft SB/T N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A SB LOS OVERALL EB/L C 35 s. 155 ft C 29 s. 200 ft C 35 s. 99 ft D 42 s. 191 ft C 27 s. 188 ft EB/T B 17 s. 159 ft B 13 s. 116 ft B 15 s. 77 ft B 19 s. 154 ft B 12 s. 109 ft EB LOS EB/WB: Senseny Road WB/T B 15 s. 126 ft B 12 s. 90 ft C 21 s. 155 ft B 18 s. 122 ft B 11 s. 85 ft SB: Channing Drive WB/R A 3 s. 22 ft A 3 s. 26 ft A 4 s. 25 ft A 2 s. 23 ft A 2 s. 25 ft WB LOS Traffic Control: Signalization SB/L B 11 s. 60 ft B 14 s. 109 ft A 7 s. 39 ft C 21 s. 117 ft B 14 s. 105 ft SB/R A 3 s. 39 ft A 4 s. 51 ft A 2 s. 25 ft A 7 s. 65 ft A 4 s. 51 ft SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right A B Table 7 The Overlook Levels of Service, Delay and Back of Queue (95%) Results 2020 Phase 2 Background and Build-out Conditions N/A N/A N/A B N/A N/A N/A N/A C AB N/A N/A B CC B AB BB A B C C B LOS Queue (in feet) CC N/A A C N/A B A A B N/A N/A BB AM Peak Hour LOS Queue (in feet) C Delay (in sec) B C LOS B PM Peak Hour Delay (in sec) BB B BB C A B CC CC C B C Intersection BC B PM Peak Hour B Delay (in sec) Queue (in feet) B C C B C B C B C C B B C C CC D B B C B B C C B B B C C C Saturday Peak Hour LOS Delay (in sec) Queue (in feet) B B C N/A B B B B A N/A N/A N/A A B A A B BBBB 2020 Phase 2 Build-out Conditions Saturday Peak Hour LOS Delay (in sec) Queue (in feet) B B B B B B B B B A 2020 Background Conditions N/A N/A N/A C The Overlook – Revised Traffic Impact Study June 5, 2013 Page 30 EB/L D 44 s. 170 ft D 43 s. 223 ft D 42 s. 223 ft EB/R A 9 s. 34 ft A 6 s. 39 ft A 6 s. 39 ft EB: Site-Driveway #1 EB LOS NB/SB: Valley Mill Road NB/L A 5 s. 36 ft A 11 s. 59 ft A 8 s. 62 ft NB/T A 6 s. 151 ft A 10 s. 115 ft A 7 s. 118 ft Traffic Control: Signalization NB LOS SB/T A 2 s. 26 ft A 2 s. 3 ft A 3 s. 49 ft SB/R A 1 s. 0 ft A 1 s. 0 ft A 1 s. 0 ft SB LOS OVERALL EB/L C 16 s. 10 ft C 19 s. 8 ft C 17 s. 9 ft EB/R A 10 s. 1 ft B 12 s. 1 ft B 11 s. 1 ft EB: Site-Driveway #2 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 0 ft A 9 s. 1 ft A 8 s. 0 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/AN/AN/AN/AN/AN/AN/AN/AN/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L C 15 s. 10 ft C 19 s. 8 ft C 17 s. 9 ft EB/R A 10 s. 3 ft B 12 s. 2 ft B 11 s. 3 ft EB: Site-Driveway #3 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 1 ft A 9 s. 2 ft A 8 s. 2 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/AN/AN/AN/AN/AN/AN/AN/AN/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L B 15 s. 4 ft C 18 s. 3 ft C 16 s. 4 ft EB/R A 10 s. 1 ft B 11 s. 1 ft B 11 s. 1 ft EB: Site-Driveway #4 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 0 ft A 9 s. 1 ft A 8 s. 1 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/AN/AN/AN/AN/AN/AN/AN/AN/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A AA AA BB CC LOS Delay (in sec) Queue (in feet)LOS Delay (in sec) Queue (in feet) Intersection AM Peak Hour PM Peak Hour PM Peak Hour Queue (in feet)LOS Delay (in sec)LOS Delay (in sec) Queue (in feet) N/A N/A Saturday Peak Hour N/A N/A N/A N/A N/A N/A N/A N/A C A A B Saturday Peak Hour LOS Delay (in sec) Queue (in feet) N/A N/A N/A N/A N/A N/A N/A 2020 Phase 2 Build-out Conditions2020 Background Conditions The Overlook Levels of Service, Delay and Back of Queue (95%) Results 2020 Phase 2 Background and Build-out Conditions Table 7 (Continued) N/AN/AN/A The Overlook – Revised Traffic Impact Study June 5, 2013 Page 31 “DESIGN YEAR” TRAFFIC ANALYSES (2026) As per VDOT Chapter 527 requirements, Volkert, Inc. has provided traffic analyses assuming a “Design Year” of 2026 (6-years after build-out). This condition assumes the completion of the interchange of Route 7/Route 37 with 500 vehicles per hour assigned to each ramp (as per the September 2012 scoping agreement). All other methodology remains consistent with the Phase 2 Background and Build-out conditions, respectively. 2026 “DESIGN YEAR” BACKGROUND CONDITIONS In order to determine the 2026 background traffic conditions, Volkert, Inc. increased the existing traffic volumes, shown on Figure 2, using a rate of 0.5% per year through Year 2026. Per the September 2012 VDOT/County approved Scoping Agreement, 20% of the Greenwood Road traffic volumes were then reassigned to the new intersection of Route 7/Valley Mill Road. Additionally, all trips relating to specific future “other developments” located within the vicinity of the site were incorporated (See Table 5). Figure 16 shows the 2026 background weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 17 shows the corresponding 2026 background lane geometry and peak hour levels of service results. All Synchro levels of service worksheets are included in the Appendix section of this Report. THE OVERLOOK TRIP DISTRIBUTION AND TRIP ASSIGNMENT The distribution of trips was based upon local travel patterns for the roadway network surrounding the proposed site. Per the VDOT/County approved Scoping Agreement, Volkert, Inc. utilized the trip distribution percentages shown in Figure 18 to assign the proposed The Overlook development Phase 2 development trips (Table 6) throughout the study area roadway network. Figure 19 shows the development-generated assignments for the weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hours. 2026 “DESIGN YEAR” BUILD-OUT CONDITIONS The Phase 2 development assigned trips (Figure 18) were added to the 2026 background traffic volumes (Figure 16) to obtain 2026 “Design Year” build-out conditions. Figure 20 shows the 2026 “Design Year” build-out weekday and Saturday ADT, as well as the weekday AM/PM and Saturday mid-day peak hour traffic volumes, at key locations within the study area. Figure 21 shows the corresponding build-out lane geometry and peak hour levels of service results. All Synchro levels of service worksheets are included in the Appendix section of this Report. Volkert, Inc. has provided Table 8 to show the 2026 “Design Year” background and build-out levels of service, vehicle delay and 95th percentile back of queue, by lane group/approach, for each of the study area intersections. CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N SB RA M P S N B R A M P S F I R S T W O O D S DR 16 15 14 13 12 11 9 10 7 6 5 2 4 1 2 3 4 5 3 16 8 SITE 2 1 X (Y)[Z] 1 1 [4](5 ) 7 7 [1346 ] ( 1 2 5 8 ) 1 2 3 0 [217] ( 1 2 8 ) 5 0 6 8 ( 5 5 ) [ 6 7 ] 1 9 5 ( 4 3 ) [ 4 ] 6 1 ( 9 2 ) [ 1 0 8 ] [ 1 1 ] ( 3 2 ) 4 3 [ 1 9 ] ( 5 2 ) 9 0 [ 4 8 ] ( 8 ) 2 9 5 6 3 4 [31](36)39 [79](105)67 [130](204)12 2 100( 7 8 ) [ 8 6 ] 126( 9 2 ) [ 5 3 ] 87(1 2 0 ) [ 6 9 ] 40 ( 7 4 ) [ 3 2 ] 10 9 ( 1 8 4 ) [ 8 6 ] 46 ( 1 0 8 ) [ 1 1 4 ] [1 0 3 ] ( 1 7 4 ) 1 6 4 [6 6 ] ( 1 4 9 ) 1 6 0 [5 6 ] ( 1 1 0 ) 7 3 C H A N N I N G D R 91(151)[76] 172(349)[361][57 ] ( 8 6 ) 1 3 1 [18 3 ] ( 1 7 7 ) 5 6 2 7 4 ( 2 8 4 ) [ 3 4 8 ] 1 5 7 ( 1 0 9 ) [ 1 2 8 ] F I R S T W O O D S D R 17 5 ( 2 7 1 ) [ 3 4 8 ] 12 0 ( 1 8 7 ) [ 2 4 1 ] 120(1 5 7 ) [ 1 9 6 ] 329(2 8 7 ) [ 2 1 2 ] [400 ] ( 3 2 9 ) 1 7 0 [272] ( 3 5 3 ) 1 6 2 CHA N N I N G D R VAL L E Y M I L L R D (RE L O C A T E D ) [189]( 1 6 6 ) 1 4 2 [1068] ( 1 0 3 3 ) 1 3 6 7 [68](5 9 ) 5 2 98(1 2 3 ) [ 1 4 7 ] 49(7 4 ) [ 9 8 ] 353 ( 3 3 0 ) [ 2 7 9 ] [4 2 ] ( 4 8 ) 8 2 [9 8 ] ( 7 4 ) 4 9 [2 6 0 ] ( 2 2 9 ) 2 9 1 376( 3 1 5 ) [ 2 6 7 ] 910( 1 5 7 5 ) [ 1 1 0 4 ] 128( 3 6 3 ) [ 2 7 1 ] SB R A M P S HA G G E R T Y CO N N E C T I O N N B R A M P S 14 7 ( 1 9 6 ) [ 2 4 5 ] 10 ( 3 6 ) [ 3 4 ] 34 3 ( 2 9 4 ) [ 2 4 5 ] 122( 1 5 ) [ 3 ] 105 9 ( 1 4 5 9 ) [ 1 4 2 7 ] 21(1 4 7 ) [ 6 9 ] 1 0 0 ( 6 3 ) [ 6 6 ] 3 3 ( 2 1 ) [ 2 2 ] 2 0 0 ( 1 2 5 ) [ 1 3 1 ] [24 5 ] ( 1 9 6 ) 1 4 7 [11 5 9 ] ( 1 1 7 8 ) 1 8 0 2 [20 2 ] ( 2 1 9 ) 6 2 34 3 ( 2 9 4 ) [ 2 4 5 ] 10 6 8 ( 1 9 3 2 ) [ 1 2 6 5 ] 31 ( 1 0 9 ) [ 1 0 1 ] 87 9 10 9 8 10 7 2 1 B(B ) [ B ] [B](C ) B D ( D ) [ D ] [ B ] ( C ) C 534 [C](C)C B(B ) [ B ] A( B ) [ B ] [A ] ( B ) A C H A N N I N G D R A(A)[A] [C] ( C ) D F I R S T W O O D S D R A( A ) [ B ] B(A)[ A ][C]( C ) C CHA N N I N G D R STOP 1 * CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR VAL L E Y M I L L R D (RE L O C A T E D ) HA G G E R T Y CO N N E C T I O N 1 2 3 4 5 7 8 9 SB RA M P S N B R A M P S 6 N B R A M P S B(D ) [ C ] [C]( C ) C [D ] ( D ) D SB RA M P S C(D ) [ C ] [D ] ( D ) D SITE 6 X (Y)[Z] C( D ) [ C ] D(D ) [ D ] D ( C ) [ C ] [B ] ( B ) B 87 9 10 10 15% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N SB RA M P S N B R A M P S F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 10% 10% 10% 15% 30% 10% SITE S I T E - D R I V E # 4 CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 16 15 14 13 12 11 9 10 7 6 5 2 1 2 3 4 5 3 1 7 1 9 7 8 9 1 88 SITE 2 1 X (Y)[Z] 1 1 89(1 0 2 ) [ 1 1 2 ] [124] ( 1 2 4 ) 7 1 534 44(5 1 ) [ 5 6 ] [6 2 ] ( 6 2 ) 3 6 C H A N N I N G D R 44(51)[56] 59(68)[75][62 ] ( 6 2 ) 3 6 4 8 ( 8 3 ) [ 8 3 ] F I R S T W O O D S 30 ( 3 4 ) [ 3 7 ] 30 ( 3 4 ) [ 3 7 ] 24(41) [ 4 1 ] [41]( 4 1 ) 2 4 CHA N N I N G D R 59 ( 1 0 3 ) [ 1 0 3 ] [94]( 8 5 ) 7 4 [-47] ( - 5 0 ) - 3 9 [212 ] ( 2 1 6 ) 1 3 4 1 VA L L E Y M I L L R D (RE L O C A T E D ) [1 9 7 ] ( 1 8 6 ) 1 5 8 [1 4 0 ] ( 1 3 5 ) 1 1 3 -39( - 5 0 ) [ - 4 7 ] 99(1 5 4 ) [ 1 5 0 ] -X(-Y)[-Z] HA G G E R T Y CO N N E C T I O N SB RA M P S N B R A M P S 16 4 10 S I T E - D R I V E # 4 2 0 6 HA G G E R T Y CO N N E C T I O N N B R A M P S 87 9 [118 ] ( 1 0 7 ) 8 6 [65] ( 5 3 ) 8 2 [ 2 7 2 ] ( 2 6 9 ) 1 8 9 [ 1 2 0 ] ( 1 2 0 ) 7 1 S I T E - D R I V E W A Y # 2 205 ( 2 8 0 ) [ 2 8 9 ] 27(8 9 ) [ 7 3 ] [6]( 7 ) 2 [151 ] ( 1 3 4 ) 1 2 8 [ 3 2 ] ( 2 5 ) 4 1 [ 1 0 ] ( 8 ) 1 3 16(5 1 ) [ 4 1 ] 83(1 5 8 ) [ 1 5 2 ] [23] ( 2 8 ) 8 [126 ] ( 1 1 6 ) 9 0 [ 3 1 ] ( 2 5 ) 4 1 [ 2 0 ] ( 1 6 ) 2 5 10(3 7 ) [ 2 9 ] 85(1 3 0 ) [ 1 3 4 ] S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 10 [11] ( 1 4 ) 4 [134 ] ( 1 3 1 ) 7 9 [ 1 5 ] ( 1 2 ) 1 9 [ 5 ] ( 4 ) 6 13( 3 1 ) [ 2 8 ] 97( 1 1 5 ) [ 1 2 6 ] S I T E - D R I V E W A Y # 4 CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N SB RA M P S N B R A M P S F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 16 15 14 13 12 11 9 10 7 6 5 2 1 2 3 4 5 3 1 1 7 1 9 6 7 8 9 1 88 SITE 1 X (Y)[Z] 1 2 1 [4](5 ) 7 7 [1470 ] ( 1 3 8 2 ) 1 3 0 2 [217] ( 1 2 8 ) 5 0 6 8 ( 5 5 ) [ 6 7 ] 1 9 5 ( 4 3 ) [ 4 ] 6 1 ( 9 2 ) [ 1 0 8 ] [ 1 1 ] ( 3 2 ) 4 3 [ 1 9 ] ( 5 2 ) 9 0 [ 4 8 ] ( 8 ) 2 9 5 6 3 4 [31](36)39 [79](105)67 [130](204)12 2 100( 7 8 ) [ 8 6 ] 126( 9 2 ) [ 5 3 ] 132( 1 7 1 ) [ 1 2 5 ] 40 ( 7 4 ) [ 3 2 ] 10 9 ( 1 8 4 ) [ 8 6 ] 46 ( 1 0 8 ) [ 1 1 4 ] [1 0 3 ] ( 1 7 4 ) 1 6 4 [6 6 ] ( 1 4 9 ) 1 6 0 [1 1 8 ] ( 1 7 2 ) 1 0 8 C H A N N I N G D R 136(203)[132] 231(417)[436][11 9 ] ( 1 4 8 ) 1 6 7 [18 3 ] ( 1 7 7 ) 5 6 3 2 1 ( 3 6 7 ) [ 4 3 1 ] 1 5 7 ( 1 0 9 ) [ 1 2 8 ] F I R S T W O O D S D R 20 4 ( 3 0 5 ) [ 3 8 6 ] 15 0 ( 2 2 1 ) [ 2 7 8 ] 144(1 9 9 ) [ 2 3 7 ] 329(2 8 7 ) [ 2 1 2 ] [441 ] ( 3 7 0 ) 1 9 4 [272] ( 3 5 3 ) 1 6 2 CHA N N I N G D R VAL L E Y M I L L R D (RE L O C A T E D ) [189]( 1 6 6 ) 1 4 2 [1021] ( 9 8 3 ) 1 3 2 8 [239]( 2 3 3 ) 1 6 3 98(1 2 3 ) [ 1 4 7 ] 73(1 1 5 ) [ 1 3 9 ] 353 ( 3 3 0 ) [ 2 7 9 ] [2 0 1 ] ( 2 0 0 ) 2 1 0 [1 3 5 ] ( 1 0 8 ) 7 9 [4 0 1 ] ( 3 6 4 ) 4 0 4 376( 3 1 5 ) [ 2 6 7 ] 871( 1 5 2 5 ) [ 1 0 5 7 ] 227( 5 1 6 ) [ 4 2 1 ] SB R A M P S HA G G E R T Y CO N N E C T I O N N B R A M P S 17 1 ( 2 3 7 ) [ 2 8 6 ] 10 ( 3 6 ) [ 3 4 ] 34 3 ( 2 9 4 ) [ 2 4 5 ] 122( 1 5 ) [ 3 ] 114 8 ( 1 5 6 1 ) [ 1 5 3 9 ] 21(1 4 7 ) [ 6 9 ] 1 0 0 ( 6 3 ) [ 6 6 ] 3 3 ( 2 1 ) [ 2 2 ] 2 0 0 ( 1 2 5 ) [ 1 3 1 ] [28 2 ] ( 2 3 0 ) 1 7 7 [12 1 6 ] ( 1 2 2 9 ) 1 8 4 6 [20 2 ] ( 2 1 9 ) 6 2 34 3 ( 2 9 4 ) [ 2 4 5 ] 11 0 4 ( 1 9 9 4 ) [ 1 3 2 7 ] 31 ( 1 0 9 ) [ 1 0 1 ] 87 9 [118 ] ( 1 0 7 ) 8 6 [465 ] ( 4 0 3 ) 5 0 4 [ 2 7 2 ] ( 2 6 9 ) 1 8 9 [ 1 2 0 ] ( 1 2 0 ) 7 1 S I T E - D R I V E W A Y # 2 205 ( 2 8 0 ) [ 2 8 9 ] 257 ( 5 8 5 ) [ 5 1 1 ] [6]( 7 ) 2 [552 ] ( 4 8 5 ) 5 5 0 [ 3 2 ] ( 2 5 ) 4 1 [ 1 0 ] ( 8 ) 1 3 16(5 1 ) [ 4 1 ] 313 ( 6 5 3 ) [ 5 9 0 ] [23] ( 2 8 ) 8 [526 ] ( 4 6 6 ) 5 1 1 [ 3 1 ] ( 2 5 ) 4 1 [ 2 0 ] ( 1 6 ) 2 5 10(3 7 ) [ 2 9 ] 315 ( 6 2 5 ) [ 5 7 2 ] S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 10 [11] ( 1 4 ) 4 [534 ] ( 4 8 2 ) 5 0 0 [ 1 5 ] ( 1 2 ) 1 9 [ 5 ] ( 4 ) 6 13( 3 1 ) [ 2 8 ] 327 ( 6 1 0 ) [ 5 6 4 ] S I T E - D R I V E W A Y # 4 4 10 S I T E - D R I V E # 4 2 0 2 B(B ) [ B ] [B](C ) B D ( D ) [ D ] [ B ] ( C ) C 534 [C](C)C B(B ) [ B ] A( B ) [ B ] [A ] ( B ) B F I R S T W O O D S D R A( B ) [ B ] B(A)[ A ][C]( C ) C CHA N N I N G D R STOP 1 * CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR S I T E - D R I V E # 1 S I T E - D R I V E # 2 S I T E - D R I V E # 3 [A]( A ) A [ D ] ( D ) D *[A] ( A ) A * [ D ] ( D ) C *[A] ( A ) A * [ D ] ( D ) C 1 2 3 4 5 7 8 9 S I T E - D R I V E W A Y # 2 S I T E - D R I V E W A Y # 3 S I T E - D R I V E W A Y # 1 SB RA M P S N B R A M P S 6 SITE 87 9 X (Y)[Z] 1 VAL L E Y M I L L R D (RE L O C A T E D ) HA G G E R T Y CO N N E C T I O N N B R A M P S B(D ) [ C ] [C]( D ) C [D ] ( D ) D SB RA M P S C(D ) [ C ] [D ] ( D ) D 6 C( D ) [ C ] D(D ) [ D ] D ( D ) [ D ] A( A ) [ A ] C H A N N I N G D R A(A)[A] [C] ( C ) D [B ] ( B ) B 10 S I T E - D R I V E # 4 *[A ] ( A ) A * [ D ] ( D ) C S I T E - D R I V E W A Y # 4 10 The Overlook – Revised Traffic Impact Study June 5, 2013 Page 38 EB/L D 55 s. 92 ft F 94 s. 156 ft D 47 s. 141 ft D 38 s. 68 ft F 131 s. 232 ft E 74 s. 170 ft EB/T D 52 s. 962 ft B 12 s. 243 ft D 38 s. 490 ft E 55 s. 938 ft C 20 s. 507 ft C 24 s. 432 ft EB/R A 5 s. 27 ft A 2 s. 30 ft B 12 s. 87 ft A 9 s. 17 ft A 2 s. 41 ft A 3 s. 37 ft EB LOS EB/WB: Route 7 WB/L D 54 s. 28 ft E 65 s. 84 ft D 54 s. 69 ft D 52 s. 28 ft E 77 s. 95 ft D 48 s. 59 ft NB: Haggerty Connection WB/T C 25 s. 406 ft E 56 s. 1156 ft C 35 s. 559 ft C 27 s. 452 ft E 61 s. 1358 ft D 43 s. 582 ft SB: Route 37 WB/R A3 s.48 ftA5 s.87 ftA4 s.55 ftA3 s.51 ftA7 s.110 ftA3 s.44 ft WB LOS Traffic Control: Signalization NB/L E 71 s. 281 ft F 101 s. 238 ft E 78 s. 204 ft E 70 s. 281 ft F 109 s. 262 ft E 77 s. 188 ft NB/T D 42 s. 54 ft D 53 s. 46 ft D 39 s. 39 ft D 44 s. 55 ft E 62 s. 51 ft C 32 s. 33 ft NB/R B 18 s. 70 ft B 15 s. 46 ft B 11 s. 40 ft B 15 s. 61 ft B 17 s. 49 ft A 10 s. 36 ft NB LOS SB/L E 65 s. 222 ft F 98 s. 240 ft E 58 s. 140 ft E 64 s. 210 ft F 94 s. 255 ft D 51 s. 129 ft SB/T D 44 s. 25 ft D 53 s. 68 ft D 39 s. 53 ft D 44 s. 25 ft E 62 s. 75 ft C 32 s. 45 ft SB/R B 14 s. 71 ft D 37 s. 179 ft C 21 s. 148 ft B 14 s. 71 ft E 59 s. 299 ft C 30 s. 213 ft SB LOS OVERALL EB/L D 52 s. 87 ft E 75 s. 126 ft E 62 s. 115 ft E 58 s. 91 ft E 71 s. 131 ft E 58 s. 113 ft EB/T D 52 s. 722 ft D 41 s. 511 ft D 37 s. 471 ft D 51 s. 701 ft D 46 s. 510 ft D 44 s. 518 ft EB/R A7 s.29 ftA7 s.32 ftA5 s.28 ftA6 s.57 ftA5 s.60 ftA5 s.60 ft EB LOS EB/WB: Route 7 WB/L E 60 s. 84 ft E 57 s. 153 ft E 65 s. 122 ft E 78 s. 150 ft D 48 s. 267 ft E 58 s. 236 ft NB: Valley Mill Road WB/T C 30 s. 398 ft D 40 s. 586 ft D 42 s. 422 ft C 30 s. 317 ft D 43 s. 785 ft C 31 s. 447 ft SB: Route 37 WB/R A 4 s. 61 ft B 13 s. 101 ft B 11 s. 79 ft A 9 s. 108 ft A 5 s. 81 ft A 3 s. 49 ft WB LOS Traffic Control: Signalization NB/L E 71 s. 135 ft E 72 s. 88 ft E 63 s. 72 ft D 55 s. 246 ft E 73 s. 262 ft E 61 s. 252 ft NB/T D 37 s. 66 ft D 54 s. 115 ft D 40 s. 119 ft D 41 s. 104 ft D 51 s. 138 ft D 43 s. 166 ft NB/R C 32 s. 222 ft B 12 s. 81 ft B 13 s. 115 ft E 55 s. 402 ft C 26 s. 212 ft C 25 s. 229 ft NB LOS SB/L E 66 s. 219 ft E 74 s. 232 ft E 58 s. 157 ft E 66 s. 219 ft D 51 s. 175 ft E 69 s. 184 ft SB/T C 32 s. 62 ft D 45 s. 106 ft C 33 s. 109 ft D 46 s. 99 ft D 55 s. 149 ft D 53 s. 174 ft SB/R A 7 s. 42 ft A 9 s. 55 ft A 7 s. 52 ft B 11 s. 50 ft B 12 s. 56 ft B 11 s. 60 ft SB LOS OVERALL EB/L D 53 s. 103 ft D 43 s. 16 ft D 43 s. 13 ft D 51 s. 115 ft D 43 s. 16 ft D 43 s. 13 ft EB/T C 22 s. 430 ft C 21 s. 402 ft B 17 s. 448 ft B 14 s. 380 ft C 24 s. 473 ft B 17 s. 443 ft EB/R A7 s.28 ftA6 s.45 ftA5 s.57 ftA5 s.21 ftA6 s.47 ftA5 s.57 ft EB LOS EB/WB: Route 7 WB/L D 50 s. 38 ft D 51 s. 167 ft D 47 s. 86 ft D 39 s. 36 ft D 53 s. 167 ft D 47 s. 86 ft NB: Greenwood Road WB/T C 26 s. 374 ft B 11 s. 394 ft B 10 s. 407 ft B 16 s. 301 ft B 12 s. 450 ft B 10 s. 407 ft SB: First Woods Drive WB/R A4 s.32 ftA3 s.7 ftA3 s.3 ftA2 s.23 ftA3 s.7 ftA3 s.3 ft WB LOS Traffic Control: Signalization NB/LTR C 27 s. 258 ft D 40 s. 202 ft D 41 s. 194 ft D 48 s. 386 ft D 42 s. 202 ft D 41 s. 194 ft NB LOS SB/LT C 22 s. 109 ft C 33 s. 91 ft C 32 s. 42 ft C 33 s. 138 ft C 34 s. 91 ft C 32 s. 42 ft SB/R A 8 s. 19 ft B 16 s. 13 ft B 11 s. 31 ft B 11 s. 23 ft B 16 s. 13 ft B 11 s. 31 ft SB LOS OVERALL EB/L C 27 s. 42 ft C 25 s. 41 ft C 26 s. 35 ft C 29 s. 43 ft C 26 s. 41 ft C 26 s. 35 ft EB/TR C 20 s. 97 ft C 30 s. 201 ft C 24 s. 119 ft C 22 s. 100 ft C 32 s. 201 ft C 24 s. 119 ft EB LOS WB/L B 17 s. 54 ft B 20 s. 75 ft B 18 s. 72 ft B 18 s. 75 ft C 23 s. 103 ft B 18 s. 72 ft EB/WB: Valley Mill Road WB/TR B 14 s. 102 ft B 11 s. 78 ft A 7 s. 48 ft B 13 s. 101 ft B 11 s. 78 ft A 7 s. 48 ft NB/SB: Greenwood Road WB LOS NB/L B 11 s. 89 ft B 17 s. 137 ft B 11 s. 63 ft B 12 s. 95 ft B 18 s. 138 ft B 11 s. 63 ft Traffic Control: Signalization NB/TR A 9 s. 103 ft B 12 s. 149 ft A 6 s. 61 ft A 10 s. 125 ft B 13 s. 180 ft A 6 s. 60 ft NB LOS SB/L A 9 s. 30 ft B 15 s. 84 ft B 12 s. 70 ft B 10 s. 32 ft B 16 s. 87 ft B 12 s. 70 ft SB/TR A 8 s. 67 ft B 13 s. 157 ft A 9 s. 59 ft A 9 s. 71 ft B 13 s. 157 ft A 9 s. 59 ft SB LOS OVERALL WB/L A 5 s. 61 ft A 5 s. 115 ft A 7 s. 168 ft A 7 s. 98 ft A 7 s. 169 ft A 7 s. 167 ft WB/R A2 s.16 ftA1 s.18 ftA2 s.22 ftA2 s.22 ftA2 s.26 ftA2 s.22 ft WB: Valley Mill Road WB LOS NB: Channing Drive NB/T C 28 s. 118 ft C 28 s. 89 ft C 27 s. 98 ft C 26 s. 116 ft C 26 s. 88 ft C 27 s. 98 ft SB: Valley Mill Road NB/R A7 s.55 ftA8 s.59 ftA8 s.69 ftA6 s.57 ftA8 s.63 ftA9 s.68 ft NB LOS Traffic Control: Signalization SB/L D 43 s. 115 ft C 31 s. 78 ft D 37 s. 105 ft D 45 s. 144 ft D 38 s. 125 ft D 36 s. 101 ft SB/T C 23 s. 50 ft C 33 s. 137 ft C 31 s. 136 ft C 22 s. 49 ft C 30 s. 136 ft C 31 s. 136 ft SB LOS OVERALL EB/L D 50 s. 139 ft C 32 s. 205 ft C 32 s. 316 ft D 52 s. 158 ft C 31 s. 238 ft C 32 s. 311 ft EB/T B 14 s. 75 ft B 12 s. 137 ft B 10 s. 111 ft B 13 s. 74 ft B 11 s. 133 ft B 10 s. 111 ft EB LOS EB/WB: Senseny Road WB/T B 20 s. 154 ft B 11 s. 109 ft A 10 s. 86 ft B 18 s. 151 ft A 10 s. 105 ft A 10 s. 86 ft SB: Channing Drive WB/R A4 s.26 ftA2 s.22 ftA2 s.27 ftA3 s.27 ftA2 s.22 ftA2 s.27 ft WB LOS Traffic Control: Signalization SB/L A 8 s. 54 ft B 17 s. 139 ft C 24 s. 240 ft A 10 s. 73 ft C 22 s. 192 ft C 24 s. 239 ft SB/R A2 s.29 ftA4 s.54 ftA5 s.68 ftA3 s.33 ftA5 s.64 ftA5 s.68 ft SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right DDDDDD DDDDDD DCCDDD CDDCDC DDDDDD DDDDDD DED DEDDED C BDCCD DE B A 2026 Background Conditions B C 2026 "Design Year" Build-out Conditions D A B A B A B B B AA BB BB C BA BB B DC CB AA BB AB AB Saturday Peak Hour LOS Delay (in sec) Queue (in feet) BB Saturday Peak Hour LOS Delay (in sec) D D B B C D B B C D C Queue (in feet) D LOS C B C CDC D CC B B C C CD BC Queue (in feet) Intersection AM Peak Hour PM Peak Hour PM Peak Hour Delay (in sec) Delay (in sec) Queue (in feet)LOS Delay (in sec) B B AM Peak Hour LOS Queue (in feet) Delay (in sec) D BB B B A B B AA BB AB C B C BC BB CC B C C D BB C Table 8 The Overlook Levels of Service, Delay and Back of Queue (95%) Results 2026 "Design Year" Background and Build-out Conditions C BB AB B B LOS Queue (in feet) C B B A B C B A The Overlook – Revised Traffic Impact Study June 5, 2013 Page 39 EB/L D 55 s. 205 ft D 53 s. 271 ft D 52 s. 271 ft EB/R A 10 s. 39 ft A 7 s. 42 ft A 7 s. 44 ft EB: Site-Driveway #1 EB LOS NB/SB: Valley Mill Road NB/L A 5 s. 39 ft A 9 s. 71 ft A 9 s. 75 ft NB/T A 6 s. 221 ft A 8 s. 205 ft A 9 s. 250 ft Traffic Control: Signalization NB LOS SB/T A 3 s. 13 ft A 6 s. 96 ft A 5 s. 89 ft SB/R A1 s.6 ftA1 s.2 ftA1 s.3 ft SB LOS OVERALL EB/L C 20 s. 14 ft D 32 s. 15 ft D 33 s. 20 ft EB/R B10 s.2 ft B14 s.2 ft B13 s.2 ft EB: Site-Driveway #2 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 0 ft A 10 s. 1 ft A 9 s. 1 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L C 20 s. 14 ft D 32 s. 15 ft D 32 s. 19 ft EB/R B10 s.3 ft B13 s.3 ft B13 s.4 ft EB: Site-Driveway #3 EB LOS NB/SB: Valley Mill Road NB/L A 8 s. 1 ft A 10 s. 3 ft A 9 s. 2 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB/L C 18 s. 6 ft D 26 s. 6 ft D 26 s. 7 ft EB/R B10 s.1 ft B13 s.1 ft B13 s.1 ft EB: Site-Driveway #4 EB LOS NB/SB: Valley Mill Road NB/L A8 s.0 ftA9 s.1 ftA9 s.1 ft NB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A Traffic Control: Stop Sign NB LOS SB/T N/A N/A N/A N/A N/A N/A N/A N/A N/A SB/R N/A N/A N/A N/A N/A N/A N/A N/A N/A SB LOS OVERALL EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T:Thru, R: Right N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/AN/AN/A 2026 Background Conditions The Overlook Levels of Service, Delay and Back of Queue (95%) Results 2026 "Design Year" Background and Build-out Conditions Table 8 (Continued) B DD A A A N/A N/A 2026 "Design Year" Build-out Conditions N/A N/A D A A N/A N/A N/A N/A N/A N/A N/A N/A N/A B Saturday Peak Hour LOS Delay (in sec) Queue (in feet) B Queue (in feet) N/A N/A A N/A N/A N/A N/A Saturday Peak Hour LOS Delay (in sec) Queue (in feet) Queue (in feet)LOS AM Peak Hour PM Peak Hour Delay (in sec) AM Peak Hour PM Peak Hour Queue (in feet)LOS Delay (in sec) Queue (in feet)LOS Delay (in sec) Delay (in sec) Intersection N/A N/A LOS The Overlook – Revised Traffic Impact Study June 5, 2013 Page 40 CONCLUSION Each of the study area intersections were evaluated using Synchro 7.0 capacity analysis software. The following describes the results for the future Phase 1, Phase 2 and “Design Year” build-out traffic conditions analyzed in this Study:  PHASE 1 (2015): 1. Route 7 & Haggerty Connection Road: Signalized capacity analyses revealed overall levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. All lane groups maintain levels of service of “D” or better. This intersection would be implemented in conjunction with the build-out the Haggerty Development The Study assumes an eastbound right-turn lane, a westbound left-turn lane, a northbound left-turn lane and a northbound right-turn lane. 2. Route 7 & Realigned Valley Mill Road: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All lane groups maintain levels of service of “D” or better. This intersection would relocate to the west from its current location along Route 7. The Study assumes an eastbound right-turn lane, a westbound left-turn lane, a northbound left-turn lane and a northbound right-turn lane. 3. US Route 7 & Greenwood Road: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All the approaches maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 4. Greenwood Road & Valley Mill Road: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All the approaches maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 5. Valley Mill Road & Channing Drive: Unsignalized analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 6. Senseny Road & Channing Drive: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All lane groups maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 7. Valley Mill Road & Site-driveway #1: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 8. Valley Mill Road & Site-driveway #2: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 9. Valley Mill Road & Site-driveway #3: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday The Overlook – Revised Traffic Impact Study June 5, 2013 Page 41 midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 10. Valley Mill Road & Site-driveway #4: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection.  PHASE 2 (2020): 1. Route 7 & Haggerty Connection Road: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. This intersection would be implemented in conjunction with the build-out the Haggerty Development The Study assumes an eastbound right-turn lane, a westbound left-turn lane, a northbound left-turn lane and a northbound right-turn lane. 2. Route 7 & Realigned Valley Mill Road: Signalized capacity analyses revealed overall levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. This intersection would relocate to the west from its current location along Route 7. The Study assumes an eastbound right-turn lane, a westbound left-turn lane, a northbound left-turn lane and a northbound right-turn lane. 3. US Route 7 & Greenwood Road: Signalized capacity analyses revealed overall levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “D” or better. Volkert, Inc. does not recommend improvements for this intersection. 4. Greenwood Road & Valley Mill Road: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 5. Valley Mill Road & Channing Drive: Unsignalized analyses revealed lane group levels of service of “D” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 6. Senseny Road & Channing Drive: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 7. Valley Mill Road & Site-driveway #1: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 8. Valley Mill Road & Site-driveway #2: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. The Overlook – Revised Traffic Impact Study June 5, 2013 Page 42 9. Valley Mill Road & Site-driveway #3: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 10. Valley Mill Road & Site-driveway #4: Unsignalized capacity analyses revealed lane group levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection.  “Design Year” (2026): 1. Route 7 & Haggerty Connection Road/Route 37 NB Ramps: Signalized capacity analyses revealed overall levels of service of “D” or better during the weekday AM/PM and Saturday midday peak hours. All approaches, except the north and south approaches in PM peak hour, maintain levels of service of “D” or better. The aforementioned two approaches maintain LOS “E”. This intersection would be implemented in conjunction with the build-out the Haggerty Development as well as the completion of Route 37 through to Route 7. The Study assumes dual eastbound left-turn lanes, an eastbound right-turn lane, dual westbound left-turn lanes, a westbound right-turn lane, a northbound left-turn lane, a northbound thru lane, a northbound right-turn lane, dual southbound left-turn lanes, a southbound thru lane and a southbound right-turn lane. 2. Route 7 & Realigned Valley Mill Road/Route 37 SB Ramps: Signalized capacity analyses revealed overall levels of service of “D” or better during the weekday AM/PM and Saturday midday peak hours. All approaches also maintain levels of service of “D” or better. This intersection would relocate to the west from its current location along Route 7. As a result of the completion of Route 37 through to Route 7, the Study assumes dual eastbound left-turn lanes, an eastbound right-turn lane, dual westbound left-turn lanes, a westbound right-turn lane, a northbound left-turn lanes, a northbound thru lane, a northbound right-turn lane, dual southbound left- turn lanes, a southbound thru lane and a southbound right-turn lane. 3. US Route 7 & Greenwood Road: Signalized capacity analyses revealed overall levels of service of “C” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “D” or better. Volkert, Inc. does not recommend improvements for this intersection. 4. Greenwood Road & Valley Mill Road: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. Volkert, Inc. does not recommend improvements for this intersection. 5. Valley Mill Road & Channing Drive: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “C” or better. Volkert, Inc. recommends traffic signalization during 2026 “Design Year” conditions. 6. Senseny Road & Channing Drive: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday The Overlook – Revised Traffic Impact Study June 5, 2013 Page 43 peak hours. All approaches maintain levels of service of “D” or better. Volkert, Inc. does not recommend improvements for this intersection. 7. Valley Mill Road & Site-driveway #1: Signalized capacity analyses revealed overall levels of service of “B” or better during the weekday AM/PM and Saturday midday peak hours. All approaches maintain levels of service of “D” or better. Volkert, Inc. does not recommend improvements for this intersection. 8. Valley Mill Road & Site-driveway #2: Unsignalized capacity analyses revealed lane group levels of service of “D” or better during the weekday AM/PM & Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 9. Valley Mill Road & Site-driveway #3: Unsignalized capacity analyses revealed lane group levels of service of “D” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. 10. Valley Mill Road & Site-driveway #4: Unsignalized capacity analyses revealed lane group levels of service of “D” or better during the weekday AM/PM and Saturday midday peak hours. Volkert, Inc. does not recommend improvements for this intersection. SITE ACCESS AND ACCESS MANAGEMENT To minimize the traffic impacts associated with the proposed development and to maintain satisfactory traffic flow, four (4) site-driveways are proposed to the west of Relocated Valley Mill Road. The northernmost driveway (#1) will provide sole access to the retail development. The remaining three driveways will provide access to residential development only. All the driveways are stop controlled during Phase 1 traffic condition. Driveway #1 is proposed to be signalized to coincide with the build-out of Phase 2. Based on Table 2-2 of VDOT Road Design Manual – Appendix F, all the proposed site-driveways maintain satisfactory spacing as described below.  Site-driveway #1 maintain approximately 660 feet from the signalized intersection of Route 7 & Valley Mill Road, which satisfies the minimum spacing requirement of 660 feet between signalized intersections for Collector with speed at or below 45 mph.  Distance between each of the site-driveways range from 660 feet to 775 feet, which satisfy the minimum spacing requirement of 440 feet between unsignalized intersections for Collector with speed limit at or below 45 mph. PEDESTRIAN AND BICYCLE ACCOMODATIONS The Overlook Proffer Statement provides for the development of a 10-foot hard surfaced bicycle and pedestrian facility for this project. The proffered Generalized Development Plan identifies the location of this facility along the northwestern side of the relocated Valley Mill Road between the lower residential land bay and the commercial land bay, then through the commercial land bay to connect to the adjoining mobile home park. Therefore, this project accommodates pedestrian and bicycle needs through the limits of the project. APPENDIX Synchro Data (Provided on CD) Background Development Location Map Figure A Red-Bud Run Lynnhaven Fieldstone Development Sovereign Village Haggerty Property Opequon Crossing Twin Lakes PROPOSED SITE Background Developments: Trip Distribution Figures A1-A7 25% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 75%SITE 40% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 60% SITE 20% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 20% 40% 20% SITE 30% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 10% 30% 30% SITE 20% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 20% 40% 20% SITE 40% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 60% SITE 40% CH A N N I N G D R SENS E N Y R D VALLEY MILL RD BERR Y V I L L E P I K E VAL L E Y M I L L R D (RE L O C A T E D ) GR E E N W O O D R D HA G G E R T Y CO N N E C T I O N F I R S T W O O D S DR 60% SITE Scoping Documents It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. PRE-SCOPE OF WORK MEETING FORM Information on the Project and the Traffic Impact Analysis Base Assumptions The applicant is responsible for entering the relevant information and submitting the form to VDOT and the locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Tele: E-mail: Michael Glickman, PE, PTOE (540) 421-5685 Michael.Glickman@volkert.com Developer/Owner Name: Telephone: E-mail: Tim Stafford – 1494 Valley Mill Road, Winchester, VA 22602 Project Information Project Name: The Overlook Locality/County: Frederick County Project Location: (Attach regional and site specific location map) The project is located along the south side of Route 7, west of Valley Mill Road, in Frederick County, Virginia. A location map is Attached. Submission Type: Comp Plan  Rezoning  Site Plan  Subd Plat  Project Description: (Including details on the land use, acreage, phasing, access location, etc. Attach additional sheet if necessary) Total Site Area is 28.4 Acres. Conceptual Plan is attached. Proposed Use(s): (Check all that apply; attach additional pages as needed) Residential  Commercial  Mixed Use  Other  Residential Use(s) 270 Units Single Family Detached Commercial Use(s): 35,800 SF 21,800 SF General Retail 7,400 SF H-T Restaurant 16 Pump Gas Station/Convenience Mt. (will assume 2,000 SF Fast Food) 4,100 SF Drive-in Bank Square Feet or Other Variable: 1._ _________ 2.___________ 3.___________ 4.__________ Other Uses: ITE LU Code(s): 1. __________ 2. __________ 3.___________ 4.__________ Independent Variable(s): 1.___________ 2. __________ Total Peak Hour Trip Projection Less than 100  100 - 499  500 - 999  1,000 or more  It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Traffic Impact Analysis Assumptions Study Period Existing Year: _2012_ Build-out Year: 2020 (Phased) Design Year: 2026 Study Area Boundaries (Attach map) North: Route 7 South: Senseny Road East: Valley Mill Road West: Greenwood Road External Factors That Could Affect Project (Planned road improvements, other nearby developments)  Route 7-Senseny Road Connection  Connection between Valley Mill Road and Haggerty/ Opequon Crossing  Route 37/Route 7 Interchange – Assume 500 vph/ramp Consistency With Comprehensive Plan (Land Use, Transportation Plan) Land Use – Yes, Transportation Plan - Yes Available Traffic Data (Historical, forecasts) VDOT Historical Count Data Trip Distribution (Attach Sketch) Road Name: Route 7 (E) 25% Road Name: Route 7 (W) 40% Road Name: Senseny Rd (E) 10% Road Name: Senseny Rd (W) 10% Road Name: Greenwood Rd (S) 15% Road Name: Annual Vehicle Trip Growth Rate: 0.25% from Year 2009 (count date) to Year 2012 (current year), 0.5% from Year 2012 to Year 2020 and Year 2026 Peak Period for Study  AM  PM  SAT Peak Hour of the Generator (7-9) (4-6) (11-1) Study Intersections and/or Road Segments (Attach additional sheets as necessary) 1a. Route 7/Valley Mill Road 1b. Route 7 Valley Mill Road Relocated/Route 37 2. Route 7/Greenwood Road 6. Route 7/Haggerty Connection/Route 37 3. Greenwood Road/Valley Mill Road 4. Valley Mill Road/Channing Drive 5. Channing Drive/Senseny Road Trip Adjustment Factors Internal allowance:  Yes  No Reduction: __15___% trips Pass-by allowance:  Yes  No Reduction: 40% gas station, 15% Retail Software Methodology  Synchro  HCS (v.2000/+)  aaSIDRA  CORSIM  Other ________ It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Traffic Signal Proposed or Affected Analysis software to be used, progression speed, cycle length  Route 7 & Realigned Valley Mill Road  Route 7 & Senseny Road Connection Improvement(s) Assumed or to be Considered Realignment of Valley Mill Road Background Traffic Studies Considered Haggerty, Opequon Crossing, Fieldstone, Twin Lakes (Phase 10), Sovereign Village, Lynnhaven, Red Bud. Plan Submission  Master Development Plan (MDP)  Generalized Development Plan (GDP)  Preliminary/Sketch Plan  Other Plan type (Final Site, Subd. Plan) Additional Issues to be addressed  Queuing analysis  Actuation/Coordination  Weaving analysis  Merge analysis  Bike/Ped Accommodations  Intersection(s)  TDM Measures  Other _____________ NOTES on ASSUMPTIONS: Phase 1 – 2015 Phase 2 – 2020 - Assume approx. 500 vph/ramp. - Assume 0.25% growth from count year (2009) to current year (2012) in order to establish existing year 2012 traffic condition. - Preliminary design on Route 37 ramp assuming 50-55 design speed. - Reassignment of Existing Valley Mill Road traffic. - Reassign Greenwood Road traffic to new intersection of Route 7/Valley Mill Road. SIGNED: _________________________________ DATE: 9/14/2012 Applicant or Consultant PRINT NAME: _ Michael Glickman, PE, PTOE_____ Applicant or Consultant It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. ITE Code Land Use Amount In Out Total In Out Total ADT In Out Total ADT 210 Single-Family Detached 270 units 52 149 201 164 92 256 2700 132 117 250 2720 820 Retail 21,800 SF 38 24 63 110 119 229 2,523 166 153 318 3,539 853 Convenience Mart w\pumps 16 pumps 136 136 272 160 160 320 8,682 82 78 160 3,272 912 Drive-in Bank 4,100 SF 39 32 71 56 54 109 607 57 52 109 354 932 H-T Restaurant 7,400 SF 52 48 100 74 63 137 941 55 49 104 1172 933 Fast Food w/out DT 2,000 SF 66 61 127 58 55 113 1432 53 56 109 1392 (located inside Conv. Mart) Total 384 451 835 621 543 1,165 16,885 545 505 1,050 12,449 ITE Code Land Use Amount In Out Total In Out Total ADT In Out Total ADT 210 Single-Family Detached 270 units 50 149 199 162 95 257 2700 132 117 250 2720 820 Retail 21,800 SF 38 24 63 110 119 229 2,523 166 153 318 3,539 853 Convenience Mart w\pumps 16 pumps 133 133 265 153 153 305 8,682 82 78 160 3,272 912 Drive-in Bank 4,100 SF 28 22 51 53 53 106 607 57 52 109 354 932 H-T Restaurant 7,400 SF 44 41 85 49 34 83 941 55 49 104 1172 933 Fast Food w/out DT 2,000 SF 53 35 88 27 26 52 1432 53 56 109 1392 (located inside Conv. Mart) Total 346 404 750 553 479 1,032 16,885 545 505 1,050 12,449 Table 1B: Peak Hour of Adjacent Street, Per Chapter 527 Proposed Development: The Overlook Phase 2 Trip Generation Summary AM Peak Hour PM Peak Hour Sat Peak Hour Table 1A: Peak Hour of Generator, Per Chapter 527 Proposed Development: The Overlook Phase 2 Trip Generation Summary AM Peak Hour PM Peak Hour Sat Peak Hour It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. It is important for the applicant to provide sufficient information to the county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. SCOPE OF WORK MEETING ADDITIONS TO THE REQUIRED ELEMENTS, CHANGES TO THE METHODOLOGY OR STANDARD ASSUMPTIONS, AND SIGNATURE PAGE Any additions to the Required Elements or changes to the Methodology or Standard Assumptions due to special circumstances that are approved by VDOT: _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ _____________________________________________________________________________ AGREED: _________________________________ DATE: _________________ Applicant or Consultant PRINT NAME: _____________________________ Applicant or Consultant SIGNED: __________________________________ DATE: ______________ VDOT Representative PRINT NAME: _____________________________ VDOT Representative SIGNED: __________________________________ DATE: ______________ Local Government Representative PRINT NAME: _____________________________ Local Government Representative Traffic Counts GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : ChanningDrive_SensenyRd_AM Site Code : 00000000 Start Date : 12/3/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Senseny Road Eastbound Senseny Road Westbound Channing Drive Northbound Channing Drive Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 6 30 0 0 44 4 0 0 0 1 0 15 100 07:15 AM 6 40 0 0 86 3 0 0 0 3 0 7 145 07:30 AM 7 39 0 0 81 11 0 0 0 5 0 22 165 07:45 AM 13 43 0 0 77 2 0 0 0 0 0 18 153 Total 32 152 0 0 288 20 0 0 0 9 0 62 563 08:00 AM 21 28 0 0 60 1 0 0 0 3 0 13 126 08:15 AM 13 25 0 0 57 2 0 0 0 3 0 12 112 08:30 AM 27 22 0 0 69 4 0 0 0 2 0 11 135 08:45 AM 17 30 0 0 64 10 0 0 0 6 0 50 177 Total 78 105 0 0 250 17 0 0 0 14 0 86 550 Grand Total 110 257 0 0 538 37 0 0 0 23 0 148 1113 Apprch %30 70 0 0 93.6 6.4 0 0 0 13.5 0 86.5 Total %9.9 23.1 0 0 48.3 3.3 0 0 0 2.1 0 13.3 Unshifted 110 257 0 0 538 37 0 0 0 23 0 148 1113 % Unshifted 100 100 0 0 100 100 0 0 0 100 0 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Senseny Road Eastbound Senseny Road Westbound Channing Drive Northbound Channing Drive Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 6 40 0 46 0 86 3 89 0 0 0 0 3 0 7 10 145 07:30 AM 7 39 0 46 0 81 11 92 0 0 0 0 5 0 22 27 165 07:45 AM 13 43 0 56 0 77 2 79 0 0 0 0 0 0 18 18 153 08:00 AM 21 28 0 49 0 60 1 61 0 0 0 0 3 0 13 16 126 Total Volume 47 150 0 197 0 304 17 321 0 0 0 0 11 0 60 71 589 % App. Total 23.9 76.1 0 0 94.7 5.3 0 0 0 15.5 0 84.5 PHF .560 .872 .000 .879 .000 .884 .386 .872 .000 .000 .000 .000 .550 .000 .682 .657 .892 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : ChanningDrive_SensenyRd_PM Site Code : 00000000 Start Date : 12/3/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Senseny Road Eastbound Senseny Road Westbound Channing Drive Northbound Channing Drive Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 12 62 0 0 69 4 0 0 0 7 0 17 171 04:15 PM 9 64 0 0 52 3 0 0 0 3 0 20 151 04:30 PM 10 71 0 0 74 5 0 0 0 2 0 20 182 04:45 PM 15 77 0 0 68 5 0 0 0 2 0 20 187 Total 46 274 0 0 263 17 0 0 0 14 0 77 691 05:00 PM 22 84 0 0 68 0 0 0 0 1 0 12 187 05:15 PM 19 88 0 0 61 2 0 0 0 2 0 19 191 05:30 PM 23 77 0 0 68 4 0 0 0 5 0 8 185 05:45 PM 16 60 0 0 69 4 0 0 0 1 0 18 168 Total 80 309 0 0 266 10 0 0 0 9 0 57 731 Grand Total 126 583 0 0 529 27 0 0 0 23 0 134 1422 Apprch %17.8 82.2 0 0 95.1 4.9 0 0 0 14.6 0 85.4 Total %8.9 41 0 0 37.2 1.9 0 0 0 1.6 0 9.4 Unshifted 126 583 0 0 529 27 0 0 0 23 0 134 1422 % Unshifted 100 100 0 0 100 100 0 0 0 100 0 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Senseny Road Eastbound Senseny Road Westbound Channing Drive Northbound Channing Drive Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 15 77 0 92 0 68 5 73 0 0 0 0 2 0 20 22 187 05:00 PM 22 84 0 106 0 68 0 68 0 0 0 0 1 0 12 13 187 05:15 PM 19 88 0 107 0 61 2 63 0 0 0 0 2 0 19 21 191 05:30 PM 23 77 0 100 0 68 4 72 0 0 0 0 5 0 8 13 185 Total Volume 79 326 0 405 0 265 11 276 0 0 0 0 10 0 59 69 750 % App. Total 19.5 80.5 0 0 96 4 0 0 0 14.5 0 85.5 PHF .859 .926 .000 .946 .000 .974 .550 .945 .000 .000 .000 .000 .500 .000 .738 .784 .982 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : ChanningDrive_SensenyRd_Sat Site Code : 00000000 Start Date : 2/20/2010 Page No : 1 Groups Printed- Unshifted - Bank 1 Senseny Rd Eastbound Senseny Rd Westbound Northbound Channing Dr Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 11:00 AM 14 49 0 0 62 0 0 0 0 4 0 26 155 11:15 AM 10 46 0 0 55 1 0 0 0 2 0 17 131 11:30 AM 9 49 0 0 62 0 0 0 0 3 0 11 134 11:45 AM 19 48 1 0 61 1 0 0 0 1 0 8 139 Total 52 192 1 0 240 2 0 0 0 10 0 62 559 12:00 PM 15 48 0 0 40 0 0 0 0 3 0 44 150 12:15 PM 13 63 0 0 51 3 0 0 0 2 0 8 140 12:30 PM 20 77 0 0 55 5 0 0 0 2 0 7 166 12:45 PM 24 63 0 0 50 2 0 0 0 5 0 20 164 Total 72 251 0 0 196 10 0 0 0 12 0 79 620 Grand Total 124 443 1 0 436 12 0 0 0 22 0 141 1179 Apprch %21.8 78 0.2 0 97.3 2.7 0 0 0 13.5 0 86.5 Total %10.5 37.6 0.1 0 37 1 0 0 0 1.9 0 12 Unshifted 124 443 1 0 436 12 0 0 0 22 0 141 1179 % Unshifted 100 100 100 0 100 100 0 0 0 100 0 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Senseny Rd Eastbound Senseny Rd Westbound Northbound Channing Dr Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 15 48 0 63 0 40 0 40 0 0 0 0 3 0 44 47 150 12:15 PM 13 63 0 76 0 51 3 54 0 0 0 0 2 0 8 10 140 12:30 PM 20 77 0 97 0 55 5 60 0 0 0 0 2 0 7 9 166 12:45 PM 24 63 0 87 0 50 2 52 0 0 0 0 5 0 20 25 164 Total Volume 72 251 0 323 0 196 10 206 0 0 0 0 12 0 79 91 620 % App. Total 22.3 77.7 0 0 95.1 4.9 0 0 0 13.2 0 86.8 PHF .750 .815 .000 .832 .000 .891 .500 .858 .000 .000 .000 .000 .600 .000 .449 .484 .934 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Channing_ValleyMill_AM Site Code : 00000000 Start Date : 12/2/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Eastbound Valley Mill Road Westbound Channing Dr Northbound Valley Mill Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 0 0 0 5 0 12 0 20 17 25 5 0 84 07:15 AM 0 0 0 3 0 21 0 31 24 24 3 0 106 07:30 AM 0 0 0 6 0 21 0 38 16 33 11 0 125 07:45 AM 0 0 0 3 0 26 0 32 9 25 12 0 107 Total 0 0 0 17 0 80 0 121 66 107 31 0 422 08:00 AM 0 0 0 2 0 16 0 23 14 22 6 0 83 08:15 AM 0 0 0 5 0 11 0 16 4 13 10 0 59 08:30 AM 0 0 0 3 0 15 0 21 9 13 11 0 72 08:45 AM 0 0 0 3 0 21 0 26 6 12 7 0 75 Total 0 0 0 13 0 63 0 86 33 60 34 0 289 Grand Total 0 0 0 30 0 143 0 207 99 167 65 0 711 Apprch %0 0 0 17.3 0 82.7 0 67.6 32.4 72 28 0 Total %0 0 0 4.2 0 20.1 0 29.1 13.9 23.5 9.1 0 Unshifted 0 0 0 30 0 143 0 207 99 167 65 0 711 % Unshifted 0 0 0 100 0 100 0 100 100 100 100 0 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Eastbound Valley Mill Road Westbound Channing Dr Northbound Valley Mill Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 5 0 12 17 0 20 17 37 25 5 0 30 84 07:15 AM 0 0 0 0 3 0 21 24 0 31 24 55 24 3 0 27 106 07:30 AM 0 0 0 0 6 0 21 27 0 38 16 54 33 11 0 44 125 07:45 AM 0 0 0 0 3 0 26 29 0 32 9 41 25 12 0 37 107 Total Volume 0 0 0 0 17 0 80 97 0 121 66 187 107 31 0 138 422 % App. Total 0 0 0 17.5 0 82.5 0 64.7 35.3 77.5 22.5 0 PHF .000 .000 .000 .000 .708 .000 .769 .836 .000 .796 .688 .850 .811 .646 .000 .784 .844 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Channing_ValleyMill_PM Site Code : 00000000 Start Date : 12/2/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Eastbound Valley Mill Road Westbound Channing Drive Northbound Valley Mill Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 0 0 0 13 0 24 0 6 4 15 15 0 77 04:15 PM 0 0 0 14 0 30 0 6 3 18 16 0 87 04:30 PM 0 0 0 22 0 36 0 13 3 19 21 0 114 04:45 PM 0 0 0 15 0 20 0 10 6 13 27 0 91 Total 0 0 0 64 0 110 0 35 16 65 79 0 369 05:00 PM 0 0 0 24 0 23 0 13 7 16 23 0 106 05:15 PM 0 0 0 17 0 30 0 15 5 20 26 0 113 05:30 PM 0 0 0 23 0 23 0 11 2 22 19 0 100 05:45 PM 0 0 0 22 0 33 0 17 2 15 13 0 102 Total 0 0 0 86 0 109 0 56 16 73 81 0 421 Grand Total 0 0 0 150 0 219 0 91 32 138 160 0 790 Apprch %0 0 0 40.7 0 59.3 0 74 26 46.3 53.7 0 Total %0 0 0 19 0 27.7 0 11.5 4.1 17.5 20.3 0 Unshifted 0 0 0 150 0 219 0 91 32 138 160 0 790 % Unshifted 0 0 0 100 0 100 0 100 100 100 100 0 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Eastbound Valley Mill Road Westbound Channing Drive Northbound Valley Mill Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 22 0 36 58 0 13 3 16 19 21 0 40 114 04:45 PM 0 0 0 0 15 0 20 35 0 10 6 16 13 27 0 40 91 05:00 PM 0 0 0 0 24 0 23 47 0 13 7 20 16 23 0 39 106 05:15 PM 0 0 0 0 17 0 30 47 0 15 5 20 20 26 0 46 113 Total Volume 0 0 0 0 78 0 109 187 0 51 21 72 68 97 0 165 424 % App. Total 0 0 0 41.7 0 58.3 0 70.8 29.2 41.2 58.8 0 PHF .000 .000 .000 .000 .813 .000 .757 .806 .000 .850 .750 .900 .850 .898 .000 .897 .930 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Channing_ValleyMill_Sat Site Code : 00000000 Start Date : 2/20/2010 Page No : 1 Groups Printed- Unshifted - Bank 1 Eastbound Valley Mill Road Westbound Channing Dr Northbound Valley Mill Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 11:00 AM 0 0 0 2 0 12 0 14 5 8 14 0 55 11:15 AM 0 0 0 2 0 15 0 17 6 14 16 0 70 11:30 AM 0 0 0 4 0 15 0 12 5 12 21 0 69 11:45 AM 0 0 0 8 0 9 0 11 6 5 22 0 61 Total 0 0 0 16 0 51 0 54 22 39 73 0 255 12:00 PM 0 0 0 3 0 17 0 16 5 8 20 0 69 12:15 PM 0 0 0 3 0 15 0 8 4 13 17 0 60 *** BREAK *** 12:45 PM 0 0 0 5 0 13 0 14 1 10 19 0 62 Total 0 0 0 11 0 45 0 38 10 31 56 0 191 Grand Total 0 0 0 27 0 96 0 92 32 70 129 0 446 Apprch %0 0 0 22 0 78 0 74.2 25.8 35.2 64.8 0 Total %0 0 0 6.1 0 21.5 0 20.6 7.2 15.7 28.9 0 Unshifted 0 0 0 27 0 96 0 92 32 70 129 0 446 % Unshifted 0 0 0 100 0 100 0 100 100 100 100 0 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Eastbound Valley Mill Road Westbound Channing Dr Northbound Valley Mill Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 12:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:15 AM 11:15 AM 0 0 0 0 2 0 15 17 0 17 6 23 14 16 0 30 70 11:30 AM 0 0 0 0 4 0 15 19 0 12 5 17 12 21 0 33 69 11:45 AM 0 0 0 0 8 0 9 17 0 11 6 17 5 22 0 27 61 12:00 PM 0 0 0 0 3 0 17 20 0 16 5 21 8 20 0 28 69 Total Volume 0 0 0 0 17 0 56 73 0 56 22 78 39 79 0 118 269 % App. Total 0 0 0 23.3 0 76.7 0 71.8 28.2 33.1 66.9 0 PHF .000 .000 .000 .000 .531 .000 .824 .913 .000 .824 .917 .848 .696 .898 .000 .894 .961 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Route7_Greenwood_AM Site Code : 00000000 Start Date : 12/3/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Route 7 Eastbound Route 7 Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 8 239 7 1 105 8 5 25 28 4 14 4 448 07:15 AM 15 199 6 5 138 21 17 71 20 6 15 4 517 07:30 AM 21 218 8 7 157 24 14 66 16 5 29 7 572 07:45 AM 27 225 10 11 166 19 4 59 13 6 44 12 596 Total 71 881 31 24 566 72 40 221 77 21 102 27 2133 08:00 AM 1 206 1 1 155 9 10 12 27 1 4 2 429 08:15 AM 9 173 5 7 157 7 9 21 19 1 8 6 422 08:30 AM 12 169 14 18 151 6 6 25 17 2 11 8 439 08:45 AM 8 158 9 12 147 4 3 17 12 2 8 5 385 Total 30 706 29 38 610 26 28 75 75 6 31 21 1675 Grand Total 101 1587 60 62 1176 98 68 296 152 27 133 48 3808 Apprch %5.8 90.8 3.4 4.6 88 7.3 13.2 57.4 29.5 13 63.9 23.1 Total %2.7 41.7 1.6 1.6 30.9 2.6 1.8 7.8 4 0.7 3.5 1.3 Unshifted 101 1587 60 62 1176 98 68 296 152 27 133 48 3808 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Route 7 Eastbound Route 7 Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 8 239 7 254 1 105 8 114 5 25 28 58 4 14 4 22 448 07:15 AM 15 199 6 220 5 138 21 164 17 71 20 108 6 15 4 25 517 07:30 AM 21 218 8 247 7 157 24 188 14 66 16 96 5 29 7 41 572 07:45 AM 27 225 10 262 11 166 19 196 4 59 13 76 6 44 12 62 596 Total Volume 71 881 31 983 24 566 72 662 40 221 77 338 21 102 27 150 2133 % App. Total 7.2 89.6 3.2 3.6 85.5 10.9 11.8 65.4 22.8 14 68 18 PHF .657 .922 .775 .938 .545 .852 .750 .844 .588 .778 .688 .782 .875 .580 .563 .605 .895 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Route7_Greenwood_PM Site Code : 00000000 Start Date : 12/3/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Route 7 Eastbound Route 7 Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 8 156 21 38 200 1 13 14 8 6 22 5 492 04:15 PM 0 161 17 42 242 2 13 21 15 3 23 3 542 04:30 PM 1 180 18 41 237 1 8 9 17 6 18 3 539 04:45 PM 4 164 11 39 181 1 13 10 16 4 12 0 455 Total 13 661 67 160 860 5 47 54 56 19 75 11 2028 05:00 PM 0 181 17 45 303 1 9 9 14 6 6 1 592 05:15 PM 3 191 18 37 205 9 10 4 20 4 10 3 514 05:30 PM 2 148 20 39 221 5 11 16 18 4 15 0 499 05:45 PM 2 175 22 30 247 3 5 7 11 2 7 0 511 Total 7 695 77 151 976 18 35 36 63 16 38 4 2116 Grand Total 20 1356 144 311 1836 23 82 90 119 35 113 15 4144 Apprch %1.3 89.2 9.5 14.3 84.6 1.1 28.2 30.9 40.9 21.5 69.3 9.2 Total %0.5 32.7 3.5 7.5 44.3 0.6 2 2.2 2.9 0.8 2.7 0.4 Unshifted 20 1356 144 311 1836 23 82 90 119 35 113 15 4144 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Route 7 Eastbound Route 7 Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 161 17 178 42 242 2 286 13 21 15 49 3 23 3 29 542 04:30 PM 1 180 18 199 41 237 1 279 8 9 17 34 6 18 3 27 539 04:45 PM 4 164 11 179 39 181 1 221 13 10 16 39 4 12 0 16 455 05:00 PM 0 181 17 198 45 303 1 349 9 9 14 32 6 6 1 13 592 Total Volume 5 686 63 754 167 963 5 1135 43 49 62 154 19 59 7 85 2128 % App. Total 0.7 91 8.4 14.7 84.8 0.4 27.9 31.8 40.3 22.4 69.4 8.2 PHF .313 .948 .875 .947 .928 .795 .625 .813 .827 .583 .912 .786 .792 .641 .583 .733 .899 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Route7_Greenwood_Sat Site Code : 00000000 Start Date : 12/5/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Route 7 Eastbound Route 7 Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 11:00 AM 0 147 17 9 227 0 12 0 17 0 6 0 435 11:15 AM 0 156 25 15 231 0 17 1 16 0 8 1 470 11:30 AM 1 171 34 21 221 0 15 1 14 1 4 10 493 11:45 AM 0 181 40 23 215 1 14 1 16 1 2 9 503 Total 1 655 116 68 894 1 58 3 63 2 20 20 1901 12:00 PM 1 189 32 18 226 0 8 1 24 2 9 14 524 12:15 PM 2 186 29 16 215 1 9 1 22 2 7 11 501 12:30 PM 1 191 27 18 207 1 9 0 22 3 4 6 489 12:45 PM 0 182 26 20 199 1 11 3 23 1 1 3 470 Total 4 748 114 72 847 3 37 5 91 8 21 34 1984 Grand Total 5 1403 230 140 1741 4 95 8 154 10 41 54 3885 Apprch %0.3 85.7 14 7.4 92.4 0.2 37 3.1 59.9 9.5 39 51.4 Total %0.1 36.1 5.9 3.6 44.8 0.1 2.4 0.2 4 0.3 1.1 1.4 Unshifted 5 1403 230 140 1741 4 95 8 154 10 41 54 3885 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Route 7 Eastbound Route 7 Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 1 171 34 206 21 221 0 242 15 1 14 30 1 4 10 15 493 11:45 AM 0 181 40 221 23 215 1 239 14 1 16 31 1 2 9 12 503 12:00 PM 1 189 32 222 18 226 0 244 8 1 24 33 2 9 14 25 524 12:15 PM 2 186 29 217 16 215 1 232 9 1 22 32 2 7 11 20 501 Total Volume 4 727 135 866 78 877 2 957 46 4 76 126 6 22 44 72 2021 % App. Total 0.5 83.9 15.6 8.2 91.6 0.2 36.5 3.2 60.3 8.3 30.6 61.1 PHF .500 .962 .844 .975 .848 .970 .500 .981 .767 1.000 .792 .955 .750 .611 .786 .720 .964 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Route7_ValleyMill_AM Site Code : 00000000 Start Date : 12/1/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Route 7 Eastbound Route 7 Westbound Valley Mill Road Northbound Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 11 327 7 5 135 0 2 0 44 0 0 0 531 07:15 AM 13 279 3 11 126 0 7 0 52 0 0 0 491 07:30 AM 14 256 6 14 171 0 5 0 39 0 0 0 505 07:45 AM 3 258 5 15 124 0 1 0 38 0 0 0 444 Total 41 1120 21 45 556 0 15 0 173 0 0 0 1971 08:00 AM 10 199 6 12 116 0 1 0 21 0 0 0 365 08:15 AM 7 200 9 10 157 0 4 0 17 0 0 0 404 08:30 AM 8 197 3 6 122 0 2 0 13 0 0 0 351 08:45 AM 8 167 7 4 122 0 1 0 12 0 0 0 321 Total 33 763 25 32 517 0 8 0 63 0 0 0 1441 Grand Total 74 1883 46 77 1073 0 23 0 236 0 0 0 3412 Apprch %3.7 94 2.3 6.7 93.3 0 8.9 0 91.1 0 0 0 Total %2.2 55.2 1.3 2.3 31.4 0 0.7 0 6.9 0 0 0 Unshifted 74 1883 46 77 1073 0 23 0 236 0 0 0 3412 % Unshifted 100 100 100 100 100 0 100 0 100 0 0 0 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Route 7 Eastbound Route 7 Westbound Valley Mill Road Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 11 327 7 345 5 135 0 140 2 0 44 46 0 0 0 0 531 07:15 AM 13 279 3 295 11 126 0 137 7 0 52 59 0 0 0 0 491 07:30 AM 14 256 6 276 14 171 0 185 5 0 39 44 0 0 0 0 505 07:45 AM 3 258 5 266 15 124 0 139 1 0 38 39 0 0 0 0 444 Total Volume 41 1120 21 1182 45 556 0 601 15 0 173 188 0 0 0 0 1971 % App. Total 3.5 94.8 1.8 7.5 92.5 0 8 0 92 0 0 0 PHF .732 .856 .750 .857 .750 .813 .000 .812 .536 .000 .832 .797 .000 .000 .000 .000 .928 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Route7_ValleyMill_PM Site Code : 00000000 Start Date : 12/1/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Route 7 Eastbound Route 7 Westbound Valley Mill Road Northbound Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 6 140 7 34 232 0 0 0 9 0 0 0 428 04:15 PM 9 143 6 50 317 0 1 0 11 0 0 0 537 04:30 PM 13 142 8 42 269 0 2 0 17 0 0 0 493 04:45 PM 2 162 5 35 385 0 3 0 19 0 0 0 611 Total 30 587 26 161 1203 0 6 0 56 0 0 0 2069 05:00 PM 11 134 6 42 285 0 1 0 16 0 0 0 495 05:15 PM 14 197 3 41 306 0 2 0 11 0 0 0 574 05:30 PM 5 128 7 44 260 0 2 0 9 0 0 0 455 05:45 PM 8 155 6 34 264 0 2 0 4 0 0 0 473 Total 38 614 22 161 1115 0 7 0 40 0 0 0 1997 Grand Total 68 1201 48 322 2318 0 13 0 96 0 0 0 4066 Apprch %5.2 91.2 3.6 12.2 87.8 0 11.9 0 88.1 0 0 0 Total %1.7 29.5 1.2 7.9 57 0 0.3 0 2.4 0 0 0 Unshifted 68 1201 48 322 2318 0 13 0 96 0 0 0 4066 % Unshifted 100 100 100 100 100 0 100 0 100 0 0 0 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Route 7 Eastbound Route 7 Westbound Valley Mill Road Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 13 142 8 163 42 269 0 311 2 0 17 19 0 0 0 0 493 04:45 PM 2 162 5 169 35 385 0 420 3 0 19 22 0 0 0 0 611 05:00 PM 11 134 6 151 42 285 0 327 1 0 16 17 0 0 0 0 495 05:15 PM 14 197 3 214 41 306 0 347 2 0 11 13 0 0 0 0 574 Total Volume 40 635 22 697 160 1245 0 1405 8 0 63 71 0 0 0 0 2173 % App. Total 5.7 91.1 3.2 11.4 88.6 0 11.3 0 88.7 0 0 0 PHF .714 .806 .688 .814 .952 .808 .000 .836 .667 .000 .829 .807 .000 .000 .000 .000 .889 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : Route7_ValleyMill_Sat Site Code : 00000000 Start Date : 2/27/2010 Page No : 1 Groups Printed- Unshifted - Bank 1 Route 7 Eastbound Route 7 Westbound Valley Mill Road Northbound Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 11:00 AM 8 176 7 5 191 0 1 0 14 0 0 0 402 11:15 AM 11 175 3 4 187 0 1 0 10 0 0 0 391 11:30 AM 8 165 6 6 209 0 0 0 10 0 0 0 404 11:45 AM 12 148 2 13 177 0 0 0 4 0 0 0 356 Total 39 664 18 28 764 0 2 0 38 0 0 0 1553 12:00 PM 7 151 3 11 180 0 0 0 6 0 0 0 358 12:15 PM 12 181 5 8 172 0 1 0 6 0 0 0 385 12:30 PM 11 138 5 5 177 0 0 0 5 0 0 0 341 12:45 PM 11 183 4 7 188 0 2 0 8 0 0 0 403 Total 41 653 17 31 717 0 3 0 25 0 0 0 1487 Grand Total 80 1317 35 59 1481 0 5 0 63 0 0 0 3040 Apprch %5.6 92 2.4 3.8 96.2 0 7.4 0 92.6 0 0 0 Total %2.6 43.3 1.2 1.9 48.7 0 0.2 0 2.1 0 0 0 Unshifted 80 1317 35 59 1481 0 5 0 63 0 0 0 3040 % Unshifted 100 100 100 100 100 0 100 0 100 0 0 0 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Route 7 Eastbound Route 7 Westbound Valley Mill Road Northbound Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:00 AM 11:00 AM 8 176 7 191 5 191 0 196 1 0 14 15 0 0 0 0 402 11:15 AM 11 175 3 189 4 187 0 191 1 0 10 11 0 0 0 0 391 11:30 AM 8 165 6 179 6 209 0 215 0 0 10 10 0 0 0 0 404 11:45 AM 12 148 2 162 13 177 0 190 0 0 4 4 0 0 0 0 356 Total Volume 39 664 18 721 28 764 0 792 2 0 38 40 0 0 0 0 1553 % App. Total 5.4 92.1 2.5 3.5 96.5 0 5 0 95 0 0 0 PHF .813 .943 .643 .944 .538 .914 .000 .921 .500 .000 .679 .667 .000 .000 .000 .000 .961 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : ValleyMill_Greenwood_AM Site Code : 00000000 Start Date : 12/2/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Valley Mill Road Eastbound Valley Mill Road Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 07:00 AM 11 12 19 12 22 4 23 41 10 3 19 3 179 07:15 AM 8 10 27 18 38 16 37 46 18 2 26 8 254 07:30 AM 12 14 25 15 36 36 37 90 19 7 38 6 335 07:45 AM 11 16 33 26 26 11 44 40 10 11 43 14 285 Total 42 52 104 71 122 67 141 217 57 23 126 31 1053 08:00 AM 5 22 28 17 16 6 33 34 6 1 23 9 200 08:15 AM 10 12 39 12 17 4 22 21 11 3 20 3 174 08:30 AM 5 13 33 14 18 7 38 27 12 3 34 11 215 08:45 AM 10 9 23 13 25 18 22 21 11 3 30 4 189 Total 30 56 123 56 76 35 115 103 40 10 107 27 778 Grand Total 72 108 227 127 198 102 256 320 97 33 233 58 1831 Apprch %17.7 26.5 55.8 29.7 46.4 23.9 38 47.5 14.4 10.2 71.9 17.9 Total %3.9 5.9 12.4 6.9 10.8 5.6 14 17.5 5.3 1.8 12.7 3.2 Unshifted 72 108 227 127 198 102 256 320 97 33 233 58 1831 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Valley Mill Road Eastbound Valley Mill Road Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 8 10 27 45 18 38 16 72 37 46 18 101 2 26 8 36 254 07:30 AM 12 14 25 51 15 36 36 87 37 90 19 146 7 38 6 51 335 07:45 AM 11 16 33 60 26 26 11 63 44 40 10 94 11 43 14 68 285 08:00 AM 5 22 28 55 17 16 6 39 33 34 6 73 1 23 9 33 200 Total Volume 36 62 113 211 76 116 69 261 151 210 53 414 21 130 37 188 1074 % App. Total 17.1 29.4 53.6 29.1 44.4 26.4 36.5 50.7 12.8 11.2 69.1 19.7 PHF .750 .705 .856 .879 .731 .763 .479 .750 .858 .583 .697 .709 .477 .756 .661 .691 .801 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : ValleyMill_Greenwood_PM Site Code : 00000000 Start Date : 12/2/2009 Page No : 1 Groups Printed- Unshifted - Bank 1 Valley Mill Road Eastbound Valley Mill Road Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 04:00 PM 5 25 47 21 15 6 30 34 10 9 70 19 291 04:15 PM 5 22 67 18 17 3 36 50 17 7 53 17 312 04:30 PM 6 27 38 21 27 3 33 24 18 8 67 15 287 04:45 PM 3 20 47 21 25 4 33 37 12 10 59 25 296 Total 19 94 199 81 84 16 132 145 57 34 249 76 1186 05:00 PM 6 24 54 23 16 4 43 43 23 10 58 12 316 05:15 PM 15 24 41 19 27 9 32 42 23 6 58 13 309 05:30 PM 9 29 46 17 17 5 53 44 32 7 48 18 325 05:45 PM 5 26 41 24 26 5 45 23 12 5 46 12 270 Total 35 103 182 83 86 23 173 152 90 28 210 55 1220 Grand Total 54 197 381 164 170 39 305 297 147 62 459 131 2406 Apprch %8.5 31.2 60.3 44 45.6 10.5 40.7 39.7 19.6 9.5 70.4 20.1 Total %2.2 8.2 15.8 6.8 7.1 1.6 12.7 12.3 6.1 2.6 19.1 5.4 Unshifted 54 197 381 164 170 39 305 297 147 62 459 131 2406 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Valley Mill Road Eastbound Valley Mill Road Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 3 20 47 70 21 25 4 50 33 37 12 82 10 59 25 94 296 05:00 PM 6 24 54 84 23 16 4 43 43 43 23 109 10 58 12 80 316 05:15 PM 15 24 41 80 19 27 9 55 32 42 23 97 6 58 13 77 309 05:30 PM 9 29 46 84 17 17 5 39 53 44 32 129 7 48 18 73 325 Total Volume 33 97 188 318 80 85 22 187 161 166 90 417 33 223 68 324 1246 % App. Total 10.4 30.5 59.1 42.8 45.5 11.8 38.6 39.8 21.6 10.2 68.8 21 PHF .550 .836 .870 .946 .870 .787 .611 .850 .759 .943 .703 .808 .825 .945 .680 .862 .958 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, VA 22602 540-662-4185 File Name : ValleyMill_Greenwood_Sat Site Code : 00000000 Start Date : 1/30/2010 Page No : 1 Groups Printed- Unshifted - Bank 1 Valley Mill Road Eastbound Valley Mill Road Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 11:00 AM 5 19 21 14 11 13 19 33 7 4 27 3 176 11:15 AM 14 25 37 14 19 3 31 13 9 6 32 14 217 11:30 AM 5 13 34 12 11 1 23 11 9 2 34 6 161 11:45 AM 5 16 28 9 8 0 22 27 13 3 30 7 168 Total 29 73 120 49 49 17 95 84 38 15 123 30 722 12:00 PM 5 13 23 6 11 3 10 8 10 3 28 5 125 12:15 PM 5 17 26 4 6 3 17 21 7 12 19 7 144 12:30 PM 6 14 21 10 2 12 4 16 10 6 17 4 122 12:45 PM 2 13 18 3 13 0 15 15 13 1 14 2 109 Total 18 57 88 23 32 18 46 60 40 22 78 18 500 Grand Total 47 130 208 72 81 35 141 144 78 37 201 48 1222 Apprch %12.2 33.8 54 38.3 43.1 18.6 38.8 39.7 21.5 12.9 70.3 16.8 Total %3.8 10.6 17 5.9 6.6 2.9 11.5 11.8 6.4 3 16.4 3.9 Unshifted 47 130 208 72 81 35 141 144 78 37 201 48 1222 % Unshifted 100 100 100 100 100 100 100 100 100 100 100 100 100 Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bank 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Valley Mill Road Eastbound Valley Mill Road Westbound Greenwood Road Northbound Greenwood Road Southbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 11:00 AM to 12:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:00 AM 11:00 AM 5 19 21 45 14 11 13 38 19 33 7 59 4 27 3 34 176 11:15 AM 14 25 37 76 14 19 3 36 31 13 9 53 6 32 14 52 217 11:30 AM 5 13 34 52 12 11 1 24 23 11 9 43 2 34 6 42 161 11:45 AM 5 16 28 49 9 8 0 17 22 27 13 62 3 30 7 40 168 Total Volume 29 73 120 222 49 49 17 115 95 84 38 217 15 123 30 168 722 % App. Total 13.1 32.9 54.1 42.6 42.6 14.8 43.8 38.7 17.5 8.9 73.2 17.9 PHF .518 .730 .811 .730 .875 .645 .327 .757 .766 .636 .731 .875 .625 .904 .536 .808 .832 Generalized Development Plan