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04-91 Wakeland Manor - Backfile (2)
Fie CENTEX HOMES • Chantilly, Virginia 20151 • ;94-934-2690 aiss,f eer��c�-viers-joel a 7os-679�- lfec- 0 /0,Z) 5Y (,r eacU,�-IY/ — ZC TO: &74944 C L DATE: Df--Z f 7, ZOo 8 SUBJECT: 14-y.A Does 1- MA-9AIT Di �A04t/ �Jd FDR- TH15 T'k%LQ IA3CSS bar -r Di 0 Nor IZt FS Pa- 6,E� l4,+v-e a A-.,( S e70 AtO T DY t J4vfK- © D 7-1�T' Vkt e (S A e-oO OF ThW 14. m- 4, L OG C, i v� i2E; 0-ue"r"VD v-� yaaa- a-Is5-n vu-r A--coA 73: o/v. -(-;4C- IA •45 -A. P4-E3i/J,nuT ac! 7712) rnfi�iUJ?��r4Nl Or' %iu TYk;' r-ACM 177C'3 4nMA";Pb0 awl ZA,,10 »l,40oQ . i3 3-IJ A4,tr PcArvNtO I�IT7�s Aw D AM&?V17?& I17- vv M,4,J4 &- A4-i JUv % t F Y need AYVrr W*- rCv n, Me XAro-j. -I/ BY "410 6n A--' CENTEX HOMES 3684 Centerview Drive Suite 100 Chantilly, VA 20151 Phone:703-679-1600 Fax:703-961-7400 D EC 1 1 2008 December 12, 2008 f To Whom It May Concern: Please be advised that Centex Homes has completed and transferred all of the private amenities within the Wakeland Manor community to the Wakeland Manor Homeowners Association. The HOA has accepted the amenities and the maintenance responsibilities. This will include the community center, pool, tot lots, picnic area, entry features, final topped private streets, private street lights, etc. Should you have any questions please contact me at 703-679-1811. Very truly yours, Gary J. JLe raaf �Yg Wakeland Manor HOA President Wakeland Manor Homeowners Association, Inc. Homeowners Association Disclosure Package Revised October 2008 ASSOCIATION DISCLOSURE PACKET The attached information is provided to you as the Association Disclosure Packet in accordance with Section 55-509.5, Code of Virginia, 1950, as amended. This information is current as of October 2008. Any updated or additional information will be provide as a supplement to this package and provide with this package. The name of the Association is Wakeland Manor Homeowners Association, Inc. The Association is incorporated in the Commonwealth of Virginia and its registered agent is William A. Fogarty, whose address is 2200 Clarendon Boulevard, Thirteenth Floor, Arlington, Virginia 22201-3359. 2. No capital expenditures are anticipated by the Association within the current year, and no capital expenditures have been incurred by the Association in the past. 3. To provide for the maintenance and upkeep of the common areas within the community each homeowner who becomes the owner of a residential dwelling shall be obligated to pay monthly association assessments equal to $92.72 for Single Family Units and $114.61 for Town House Units per month. In addition, to help the Association begin to provide full service for each homeowner, a one time fee will be paid by each homeowner at the time of settlement on the purchase of their home equal to $200. Unpaid assessments against individual lots will become liens on the respective lots. The unpaid assessment is also a personal debt and legal action can be brought against the homeowner by the Association to collect delinquent assessments. All Association assessments are current with regard to Lot 4. Other than governmental impositions imposed by Frederick County, Virginia, or other governmental agency, the Association is not aware of any other entity or facility to which the homeowner may be liable for fees or other charges on account of ownership of a lot in the community. 5. A reserve or replacement fund has been established by the Association. The amount in the reserve fund is $85,000 as of August 31, 2008. No part of the fund has been allocated for a specified project. 6. Attached is a copy of the budget for the Association for year 2009. No part of the fund has been allocated for a specified project. A statement of income or expenses or statement of financial condition is also attached. (A0149273.DOC / 1 Disclosure Packet 8.18.08 000506 000080) 7. There are no pending suits or unpaid judgments to which the Association is a party which either could or would have a material impact on the Association or its members or which relate to the lot being purchased. 8. The Association is currently provided insurance coverage by Countrywide Insurance Services. Such insurance covers the common area and directors and officers liability. A Certificate of Insurance naming the Association as an additional insured under this policy is attached. Members of the Association are also advised to obtain their own insurance coverage for the lot they own and the improvements thereon. 9. There are no violations of the documents described in paragraph #12 below which exists with regard to any such improvements or alterations for Lot Copies of notices of such violations, if any, are attached. 10. The Declaration (enclosed) includes certain architectural control, protective covenants and restrictions (Article V of the Declaration). Any signage on a lot must be approved by the Covenants Committee of the Association. 11. There are no Association restrictions on an Owner placing a flag on his Lot. 12. Attached are copies of the Declaration of Covenants, Conditions, and Restrictions and Reservations of Easements, Articles of Incorporation, Bylaws, Rules and Regulations of the Association, and Architectural Guidelines, all of which documents are current as of the date of this disclosure. 13. Attached is a copy of the approved minutes of the Board of Directors and membership meetings for the six (6) calendar months preceding the request for this disclosure packet. 14. Attached will be a list of post -closing fees to be charged to the purchaser, if any - there are not post closing fees to be charged for the HOA. 15. Attached is a copy of the fully completed one -page cover sheet developed by the Common Interest Community Board pursuant to Section 54.1-2350 16. Attached is a certificate that the Association has filed with the Common Interest Community Board the annual report required by Section 55-516.1. 17. DESCRIPTION OF DOCUMENTS REFERENCED ABOVE Budget for Year 2009. (A0149273.DOC / 1 Disclosure Packet 8.18.08 000506 000080)2 2. Declaration of Covenants, Conditions, Restrictions and Reservations of Easements recorded among the land records of Prince William County. 3. Articles of Incorporation of the Association. 4. Bylaws of the Association. 5. Insurance Certificate. 6. Rules and Regulations — included in the Declaration, no others adopted. 7. Architectural Guidelines (On Lot Design and Maintenance Standards). 8. Approved Minutes. 9. List of post -closing fees (None are charged) 10. A copy of notice(s) given to the lot owner of Lot of any current or pending rule or architectural violation (there are none). 11. A copy of the fully completed one -page cover sheet developed by the Common Interest Community Board pursuant to Section 54.1-2350 (this has not yet been established by Common Interest Community Board). 12. Certificate that the Association has filed with the Common Interest Community Board the annual report required by Section 55-516.1, which certificate shall indicate the filing number assigned by the Common Interest Community Board and the expiration date of such filing. 18. This Disclosure Packet was prepared by Community Management Corporation. 19. The contact person with regard to the Association shall be as follows: Contact Person: Address: Phone No.: . {A0149273.DOC / 1 Disclosure Packet 8.18.08 000506 000080)3 Community Management Corporation 12701 Fair Lakes Circle, Suite 400 Fairfax, VA 22033 (703) 631-7200 {A0149273.DOC / 1 Disclosure Packet 8.18.08 000506 000080}4 WAKELAND MANOR HOMEOWNERS ASSOCIATION FISCAL YEAR 2009 ANNUAL OPERATING BUDGET Association Fiscal Year: October 1 — September 30 Current Assessment 2009 Budget: General Assessment: $71.36 per unit per month (both single family and town homes) Single Family Detached Assessment: $21.36 per month (plus General Assessment) — Total Monthly Assessment of $92.72 Town Home Assessment: $42.25 per month (plus General Assessment) — Total Monthly Assessment of $114.61 Wed Aug 20, 2008 02:20 pm Budget - Summary Detail Report: dwr_bx-summary-detail Wakeland Manor HOA FY 2009 Budget - Approved User: cfalwell Chris Falwell Description 2007 Actual 2008 Budget 2008 Projected 2009 Budget Budget % Change Assessment Income 4001 - General Assessments 157,269.98 248,497.00 244,311.74 357,941.76 44.04% 4002 - Owner One -Time Assessments 12,000.00 9,400.00 7,600.00 21,600.00 129.79% 4005 - Developer Deficit Funding 0.00 30,057.00 10,019.00 0.00 (100.00%) 4006 - Builder One Time Assessments 0.00 5,200.00 31,200.00 10,800.00 107.69% 4013 - Single Family Detached Assessments 28,795.50 42,717.00 41,872.35 57,159.36 33.81% 4014 - Single Family Attached Assessments 35,680.00 64,108.00 62,896.20 101,205.00 57.87% Total Assessment Income 233,745.48 399,979.00 397,899.29 548,706.12 37.18% Other Income 4101 -- Interest Income 1,280.21 2,470.00 2,913.07 2,646.00 7.13% 4217 - Clubhouse/Party Room Rental Fees 585.00 600.00 470.00 500.00 (16.67%) 4218 - Pool Passes/Guest Fees 0.00 0.00 680.00 700.00 0.00% 4301 - Late Fee Income 4,935.00 8,100.00 7,674.67 8,000.00 (1.23%) 4302 - Legal Fees 4,149.10 0.00 927.35 0.00 0.00% Total Other Income 10,949.31 11,170.00 12,665.09 11,846.00 6.05% Total Wakeland Manor Income Administrative Expenses 5001 - Office Supplies 5006 -- Office Equipment 5010 - Postage 5015 - Printing/Copying 5033 - Website Maintenance 5040 - Bank Charges 5050 - Permits/Licenses 5065 - Miscellaneous 5079 - Architectural 5106 - Acct Setup/DD/Coupons 5220 - Insurance Total Administrative Expenses Professional Services 5101 - Legal Services 5105 - Cost of Collections 5110 - Audit/Tax Return Preparation 5115 - Management Fees 5120 - Management Reimbursements 5125 - Consulting/Engineering 5135 - Management Payroll Reimbursements Total Professional Services Taxes & Insurance 5201 - Federal Income Tax 244,694.79 411,149.00 410,564.38 560,552.12 36.34% 520.69 1,500.00 915.80 1,000.00 (33.33%) 0.00 0.00 0.00 1,000.00 0.00% 1,780.21 2,200.00 2,235.85 2,500.00 13.64% 2,769.71 3,500.00 3,567.56 . 4,000.00 14.29% 629.95 720.00 749.95 720.00 0.00% 0.00 0.00 0.00 500.00 0.00% 0.00 300.00 100.00 300.00 0.00% 134.05 0.00 314.50 0.00 0.00% 1,000.96 6,000.00 2,982.26 8,000.00 33.33% 1,172.80 2,000.00 3,852.14 6,400.00 220.00% 6,342.67 8,250.00 7,153.36 7,500.00 (9.09%) 14,351.04 24,470.00 21,871.42 31,920.00 30.45% 7,533.63 1,200.00 2,324.24 2,400.00 100.00% 3,601.25 8,000.00 8,959.31 10,000.00 25.00% 0.00 2,400.00 1,900.00 2,400.00 0.00% 22,068.50 33,744.00 33,269.00 48,686.40 44.28% 1,854.88 2,900.00 2,100.30 2,000.00 (31.03%) 0.00 0.00 0.00 5,000.00 0.00% 0.00 0.00 0.00 26,250.00 0.00% 35,058.26 48,244.00 48,552.85 96,736.40 100.51% 0.00 650.00 0.00 700.00 7.69% Page 1 of 3 Wed Aug 20, 2008 02:20 pm Budget - Summary Detail Report: dwr bx-summary_detail Wakeland Manor HOA FY 2009 Budget - Approved User: cfalwell Chris Falwell 2007 2008 2008 2009 Budget Description Actual Budget Projected Budget % Change Taxes & Insurance 5230 - Insurance Losses 2,683.32 0.00 0.00 0.00 0.00% Total Taxes & Insurance 2,683.32 650.00 0.00 700.00 7.69% Reserve Contributions 5301 - Operating Reserves 0.00 0.00 0.00 47,288.97 0.00% 5310 - Repair & Replacement Reserves 41,666.00 57,350.00 57,350.00 57,350.00 0.00% Total Reserve Contributions 41,666.00 57,350.00 57,350.00 104,638.97 82.46% Activities 5601 -Activities 0.00 1,000.00 427.85 1,000.00 0.00% Total Activities 0.00 1,000.00 427.86 1,000.00 0.00% Newsletter 5701 - Newsletter 977.44 3,600.00 1,595.44 3,000.00 (16.67%) Total Newsletter 977.44 3,600.00 1,595.44 3,000.00 (16.671/6) Contracts 6017 - Pest Control Contract 350.00 0.00 350.00 500.00 0.00% 6021 - Retention Pond Contract 0.00 3,000.00 3,000.00 3,000.00 0.00% Total Contracts 350.00 3,000.00 3,350.00 3,500.00 16.67% Maintenance and Services 5915 - Common Electricity 5,281.12 6,000.00 9,183.63 10,000.00 66.67% 6001 - Landscape Maintenance 59,777.54 74,000.00 80,912.06 69,516.00 (6.06%) 6101 - Floral Rotations 4,071.38 7,000.00 6,825.00 7,000.00 0.00% 6201 - Irrigation Maintenance and Repairs 0.00 900.00 600.00 900.00 0.00% 6202 - Irrigation System Water 188.63 5,000.00 5,527.56 1,200.00 (76.00%) 6360 - General Repair & Maintenance 864.83 1,000.00 3,452.27 4,000.00 300.00% 6365 - Casual Labor 6,303.10 6,000.00 5,389.29 10,000.00 66.67% Total Maintenance and Services 76,486.60 99,900.00 111,889.81 102,616.00 2.72% Other Expenses 6901 - Capital Improvements 94.50 300.00 100.00 0.00 (100.00%) 6915 - Bad Debt 0.00 0.00 920.00 15,101.75 0.00% Total Other Expenses 94.50 300.00 1,020.00 15,101.75 4933.92% Recreation Expenses 6003 - Snow Removal Contract 3,150.75 3,500.00 1,020.00 5,000.00 42.86% 6018 - Pool Management 28,558.00 28,074.00 19,531.00 33,767.00 20.28% 7200 - Clubhouse Rental Monitor 200.00 1,000.00 617.12 1,000.00 0.00% 7202 - Pool Repair & Maintenance 587.45 1,500.00 1,775.00 2,000.00 33.33% 7204 - Pool Supplies 2,030.26 1,500.00 1,513.22 1,700.00 13.33% 7205 - Pool Pass Supplies 71.04 1,795.00 1,197.20 2,000.00 11.42% 7208-Pool Telephone 1,263.14 720.00 1,388.91 1,440.00 100.00% 7260 - Community Center Repair & Maintenar 2,704.64 2,000.00 2,439.41 3,000.00 50.00% 7261 - Community Center Janitorial Services 195.72 1,800.00 600.00 1,800.00 0.00% Page 2 of 3 Wed Aug 20, 2008 02:20 pm Report: dwr bx_summary_detail Description Recreation Expenses 7268 — Community Center/Pool Utilities Total Recreation Expenses Single Family Detached Limited Expen 7052 -- SFD Trash Service Total Single Family Detached Limited Expenses Single Family Attached Limited Expen; 7001 — Landscape Maintenance 7002 — SFA Trash Service 7004 — SFA Repair and Replacement Reserve Total Single Family Attached Limited Expenses Total Wakeland Manor Expense Total Association Net Income / (Loss) Budget - Summary Detail Wakeland Manor HOA FY 2009 Budget - Approved 2007 Actual User: cfalwell Chris Falwell 2008 2008 2009 Budget Budget Projected Budget % Change 6,129.73 10,400.00 6,858.72 7,000.00 (32.69%) 44,890.73 52,289.00 36,940.58 58,707.00 12.27% 42,934.93 44,526.00 52,831.46 54,858.00 23.20% 42,934.93 44,526.00 52,831.46 54,868.00 23.20% 0.00 25,000.00 27,831.96 23,484.00 (6.06%) 11,503.12 29,820.00 23,736.60 43,290.00 45.17% 11,667.00 21,000.00 21,000.00 21,000.00 0.00% 23,170.12 75,820.00 72,568.56 87,774.00 16.77% 282,662.94 411,149.00 408,397.97 560,552.12 36.34% (37,968.15) 0.00 2,166.41 0.00 0.00% Page 3 of 3 Wakeland Manor HOA September 2008 Financial Report Statement prepared by: Andre Fletcher O Associa"" ON Community Management Corporation # 846- Wakeland Manor Cash and Investments-9130108 GL # T e of Account Signature Authority Institution Balance NwWoWaRy( ►ur AA aa yy �Y v b. �, .Xd .'fin v ';%. d�'�i`..nF1 ka "MRIJ, 1005 Operating Reynolds/Blackburn CAB $53,661.82 Operating Funds Total $53,661.82 GL # Type of Account Signature Institution Interest Rate Purchase Date MaturityDate Current Value R Authori 1060 CD Reynolds Blackburn 3.30% 2/26/2008 2/25/2009 $21,572.93 1061 CD Reynolds Blackburn 4.07% 7/31/2008 7/31/2010 $42.291.35 $63,864.28 Plus Accrued Interest $ 421.24 Total Cash & Investments $ 117,947.34 PLEASE NOTE: Value of some investments may be significantly impacted if redeemed prior to maturity date. Assets Cash & Investments 1005 - Community Association Banc 1060 - Access National CD 1061 - Acacia Federal Savings CD 1260 - Interest Receivable Total Cash & Investments Current Assets 1150 - A/R Residential Assessments 1280 - Clearing Account 1320 - Prepaid Insurance 1330 - Prepaid Expense Total Current Assets Total Assets Liabilities Current Liabilities 2001 - A/P Trade 2200 - Prepaid Residential Assessments 2400 - Accrued Expenses Total Current Liabilities Total Liabilities Owners' Equity Owner's Equity 3001 - Prior Year Owner's Equity Total Owner's Equity Printed by Andre Fletcher on Sat Nov 01, 2008 12:04 pm Balance & A Report Wakeland Manor HOA As of September 30, 2008 Balance Sep 30, 2008 53,661.82 21,572.93 42,291.35 421.24 117,947.34 38,963.73 238.54 862.50 7,750.00 47, 814.77 165,762.11 1,676.15 35,730.65 14,734.14 62,140.94 52,140.94 21,192.22 21,192.22 Balance Aug 31, 2008 51,670,64 21,572.93 42,000.00 504.36 115,747.93 38,078.34 13.54 1,509.46 0.00 39,601.34 155,349.27 0.00 30,733.05 10,210.74 40, 943.79 40,943.79 21,192.22 21,192.22 Change 1,991,18 0.00 291.35 (83.12) 2,199.41 885.39 225.00 (646.96) 7,750.00 8,213.43 10,412.84 1,676.15 4,997.60 4,523.40 11,197.15 11,197.15 0.00 0.00 Page 1 of 2 Balance Si. A Report Wakeland Manor HOA As of September 30, 2008 Balance Balance Sep 30, 2008 Aug 31, 2008 Owners' Equity Reserves 3200 - Repair/Replacement Res Beginning Balance 3201 - Repair/Replacement Reserve Contributions 3202 - Repair/Replacement Reserve Expenditure Total Reserves SFA Repair/Replacement Reserves 3210 - SFA Repair/Replacement Res Contribution Total SFA Repair/Replacement Reserves Total Owners' Equity Net Income / (Loss) Total Liabilities and Equity 85,000,00 57,350.00 (1,385.00) 140,965.00 35,000.00 197,157.22 (83,536.05) 165, 762.11 85, 000.00 52,571.00 (1,385.00) 136,186.00 33,250.00 33,250.00 190,628.22 (76,222.74) 165,349.27 Change 0.00 4,779.00 0.00 4,779.00 1,750.00 1,750.00 6,529.00 (7,313.31) 10,412.84 Printed by Andre Fletcher on Sat Nov 01, 2008 12:04 pm Page 2 of 2 Income Assessment Income 4001 - General Assessments 4002 - Owner One -Time Assessments 4005 - Developer Deficit Funding 4006 - Builder One Time Assessments 4013 - Single Family Detached Assessments 4014 - Single Family Attached Assessments Total Assessment Income Other Income 4101 - Interest Income 4217 - Clubhouse/Party Room Rental Fees 4218 - Pool Passes/Guest Fees 4301 - Late Fee Income 4302 - Legal Fees 4306 - Charges Assessed for Violations Total Other Income Total Income Expense Administrative Expenses 5001 -Office Supplies 5010 - Postage 5015 - Printing/Copying 5033 - Website Maintenance 5050 - Permits/Licenses 5065 - Miscellaneous 5079 - Architectural 5106 - Acct Setup/DD/Coupons Income Stat. ant Report Wakeland Manor HOA September 01, 2008 thru September 30, 2008 Current Period Year to Date (12 months) Annual Budget Actual Budget Variance Actual Budget Variance Budget Remaining 23,126.98 20,708.00 2,418.98 250,043.44 248,497.00 1,546.44 248,497.00 (1,546.44) 2,400.00 400.00 2,000.00 10,000.00 9,400.00 600.00 9,400.00 (600.00) 0.00 2,505.00 (2,505.00) 0.00 30,057.00 (30,057.00) 30,057.00 30,057.00 0.00 400.00 (400.00) 29,400.00 5,200.00 24,200.00 5,200.00 (24,200.00) 3,873.90 3,560.00 313.90 42,500.75 42,717.00 (216.25) 42,717.00 216.25 5,851.20 5,342.00 509.20 64,508.00 64,108.00 400.00 64,108.00 (400.00) 35,252.08 32,915.00 2,337.08 396,452.19 399,979.00 (3,526.81) 399,979.00 3,526.81 228.07 206.00 22.07 3,028.92 2,470.00 558.92 2,470.00 (558.92) 0.00 50.00 (50.00) 520.00 600.00 (80.00) 600,00 80.00 0.00 0.00 0.00 796.00 0.00 796.00 0.00 (796.00) 690.00 675.00 15.00 7,734.67 8,100.00 (365.33) 8,100.00 365.33 158.21 0.00 158.21 1,235.56 0.00 1,235.56 0.00 (1,235.56) 0.00 0.00 0.00 60.00 0.00 60.00 0.00 (60.00) 1,076.28 931.00 145.28 13,375.15 11,170.00 2,205.15 11,170.00 (2,205.15) 2,482.36 (1,321.66) 411,149.00 1,321.66 409,827.34 411,149.00 36,328.36 33,846.00 138.16 125.00 13.16 668.44 1,500.00 (831.56) 1,500.00 831.56 142.73 350.00 (207.27) 2,496.89 2,200.00 296.89 2,200.00 (296,89) 27.60 480.00 (452.40) 3,499.06 3,500.00 (0.94) 3,500.00 0.94 60.00 60,00 0.00 749.95 720.00 29.95 720.00 (29.95) 0.00 25.00 (25.00) 0.00 300.00 (300.00) 300.00 300.00 5.50 0.00 5.50 320.00 0.00 320.00 0.00 (320.00) 1,195.70 500.00 695.70 4,473.22 6,000.00 (1,526.78) 6,000.00 1,526.78 2,003.05 167.00 1,836.05 6,096.28 2,000.00 4,096.28 2,000.00 (4,096.28) Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 1 of 4 Income StatL..ant Report Wakeland Manor HOA September 01, 2008 thru September 30, 2008 Current Period Year to Date (12 months) Annual Budget Actual Budget Variance Actual Budget Variance Budget Remaining Expense Administrative Expenses 5220 - Insurance 646.96 687.00 (40.04) 6,878.58 8,250.00 (1,371.42) 8,250.00 1,371.42 Total Administrative Expenses 4,219.70 2,394.00 1,825.70 25,182.42 24,470.00 712.42 24,470,00 (712.42) Professional Services 5101 - Legal Services 0.00 100.00 (100.00) 1,924.24 1,200.00 724.24 1,200.00 (724.24) 5105 - Cost of Collections 3,782.31 667.00 3,115.31 12,442.43 8,000.00 4,442.43 8,000.00 (4,442,43) 5110 - Audit/Tax Return Preparation 0.00 0.00 0.00 1,900,00 2,400,00 (500.00) 2,400.00 500.00 5115 - Management Fees 3,040.00 2,812.00 228.00 33,858.00 33,744.00 114.00 33,744.00 (114.00) 5120- Management Reimbursements 40.00 242.00 (202.00) 1,118.28 2,900.00 (1,781.72) 2,900.00 1,781.72 Total Professional Services 6,862.31 3,821.00 3,041.31 51,242.95 48,244.00 2,998.95 48,244.00 (2,998.95) Taxes & Insurance 5201 - Federal Income Tax 0.00 0.00 0.00 300.00 650.00 (350.00) 650.00 350.00 Total Taxes & Insurance 0.00 0.00 .0.00 300.00 650.00 (350.00) 650.00 350.00 Reserve Contributions 5310 - Repair & Replacement Reserves 4,779.00 4,779.00 0.00 57,350.00 57,350.00 0.00 57,350.00 0.00 Total Reserve Contributions 4,779.00 4,779.00 0.00 51,350.00 57,350.00 0.00 57,350.00 0.00 Activities 5601 -Activities 0.00 83.00 (83.00) 354.05 1,000.00 (645.95) 1,000.00 645.95 Total Activities 0.00 83.00 (83.00) 354.05 1,000.00 (645,95) 1,000.00 645.95 Newsletter 5701 - Newsletter 0.00 0.00 0.00 1,328.18 3,600.00 (2,271.82) 3,600.00 2,271.82 Total Newsletter 0.00 0.00 0.00 1,328.18 3,600.00 (2,271,82) 3,600.00 2,271.82 Contracts 6017 - Pest Control Contract 0.00 0.00 0.00 350.00 0.00 350.00 0.00 (350.00) Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 2 of 4 Expense Contracts 6021 - Retention Pond Contract Total Contracts Maintenance and Services 5915 - Common Electricity 6001 - Landscape Maintenance 6101 - Floral Rotations 6201 - Irrigation Maintenance and Repairs 6202 - Irrigation System Water. 6360 - General Repair & Maintenance 6365 - Casual Labor Total Maintenance and Services Other Expenses 6901 - Capital Improvements 6915 - Bad Debt Total Other Expenses Recreation Expenses 6003 - Snow Removal Contract 6018 - Pool Management 7200 - Clubhouse Rental Monitor 7202 - Pool Repair & Maintenance 7204 - Pool Supplies 7205 - Pool Pass Supplies 7208 - Pool Telephone 7260 - Community Center Repair & Maintenan 7261 - Community Center Janitorial Services 7268 - Community Center/Pool Utilities Total Recreation Expenses Income Stat. .ent Report Wakeland Manor HOA September 01, 2008 thru September 30, 2008 Current Period Year to Date (12 months) Annual Budget Actual Budget Variance Actual Budget Variance Budget Remaining 667.00 0.00 667.00 3,051.00 3,000.00 51.00 3,000.00 (51.00) 667.00 0.00 667.00 3,401.00 3,000.00 401.00 3,000.00 (401.00) 1,871.38 500.00 1,371.38 12,588.21 6,000.00 6,588.21 6,000.00 (6,588.21) 6,168.00 6,167.00 1.00 81,070,81 74,000.00 7,070.81 74,000.00 (7,070.81) 0,00 3,500.00 (3,500.00) 3,325.00 7,000.00 (3,675.00) 7,000.00 3,675.00 0.00 300.00 (300.00) 0.00 900.00 (900.00) 900,00 900.00 16.38 0.00 16.38 716.47 5,000.00 (4,283.53) 5,000.00 4,283.53 163.00 83.00 80.00 3,282.27 1,000.00 2,282.27 1,000.00 (2,282.27) 399.65 500.00 (100.35) 5,196.94 6,000.00 (803.06) 6,000.00 803.06 8,618.41 11,050.00 (2,431.59) 106,179.70 99,900.00 6,279.70 99,900.00 (6,279.70) 0.00 25.00 (25.00) 0.00 300.00 (300.00) 300.00 300.00 0.00 0.00 0.00 920.00 0.00 920.00 0.00 (920.00) 0.00 25.00 (25.00) 920.00 300.00 620.00 300.00 (620.00) 0.00 0.00 0.00 5,770.00 564.00 5,206.00 0.00 83.00 (83,00) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 132.52 60.00 72.52 400.00 167.00 233.00 0.00 150.00 (150.00) 869.57 867.00 2.57 7,172.09 1,891.00 5,281.09 1,020.00 3,500.00 (2,480.00) 3,500.00 32,784.00 28,074.00 4,710.00 28,074.00 654.12 1,000.00 (345.88) 1,000.00 275.00 1,500.00 (1,225.00) 1,500.00 690.41 1,500.00 (809.59) 1,500.00 200.70 1,795.00 (1,594.30) 1,795.00 2,162.38 720.00 1,442.38 720.00 2,718.86 2,000.00 718.86 2,000.00 129.23 1,800.00 (1,670.77) 1,800.00 6,005.16 10,400.00 (4,394.84) 10,400.00 46,639.86 52,289.00 (5,649.14) 52,289.00 2,480.00 (4,710.00) 345.88 1,225.00 809.59 1,594.30 (1,442.38) (718.86) 1,670.77 4,394.84 5,649.14 Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 3 of 4 Expense Single Family Detached Limited Expenses 7052 - SFD Trash Service Total Single Family Detached Limited Expe Single Family Attached Limited Expenses 7001 - Landscape Maintenance 7002 - SFA Trash Service 7004 - SFA Repair and Replacement Reserve Total Single Family Attached Limited Exper Total Expense Net Income / (Loss) Income Stat. .ent Report Wakeland Manor HOA September 01, 2008 thru September 30, 2008 Current Period Year to Date (12 months) Annual Budget Actual Budget Variance Actual Budget Variance Budget Remaining 5,544.66 3,710.00 1,834.66 59,546.13 44,526.00 15,020.13 44,526.00 (15,020.13) 5,544.66 3,710.00 1,834.66 59,546.13 44,526.00 15,020.13 44,526.00 (15,020.13) 1,957.00 2,083.00 (126.00) 27,326.96 25,000.00 2,326.96 25,000.00 (2,326.96) 2,071.50 2,485.00 (413.50) 21,353.80 29,820.00 (8,466.20) 29,820.00 8,466.20 1,750.00 1,750.00 0.00 21,000.00 21,000.00 0.00 21,000.00 0.00 5,778.50 6,318.00 (539.50) 69,680.76 75,820.00 (6,139.24) 75,820.00 6,139.24 10,976.05 411,149.00 411,149.00 (10,976.05) 43,641.67 34,071.00 9,570.67 422,125.05 (7,313.31) (225.00) (7,088.31) (12,297,71) 0.00 (12,297.71) 0.00 12,297.71 Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 4 of 4 Income and Expe _% Projection Report Wakeland Manor HOA As of September 30, 2008 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Full Year Total Account Description Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Projected Budget Assessment Income 4001 - General Assessments 18,459 18,869 20,298 20,408 20,697 20,768 20,969 21,031 21,758 21,688 21,991 23,127 260,043 248,497 4002 - Owner One -Time Assessments 400 1,000 1,000 600 600 200 600 400 1,800 0 1,000 2,400 10,000 9,400 4005 - Developer Deficit Funding 0 0 0 0 0 0 0 0 0 0 0 0 0 30,057 4006 - Builder One Time Assessments 29,400 0 0 0 0 0 0 0 0 0 0 0 29,400 5,200 4013 - Single Family Detached Assessmer 3,180 3,200 3,455 3,476 3,539 3,560 3,602 3,623 3,623 3,665 3,706 3,874 42,601 42,717 4014 - Single Family Attached Assessmen• 4,720 4,880 5,215 5,268 5,342 5,342 5,385 5,385 5,682 5,724 6,724 5,861 64,608 64,108 Total Assessment Income 56,158 27,949 29,969 29,742 30,178 29,861 30,546 30,438 32,863 31,076 32,421 35,252 396,452 399,979 Other Income 4101 - Interest Income 263 268 302 267 255 243 246 247 245 258 209 228 3,029 2,470 4217 - Clubhouse/Party Room Rental Fee: 0 196 0 0 0 0 75 0 0 50 200 0 520 600 4218 - Pool Passes/Guest Fees 0 0 0 660 0 0 0 20 0 116 0 0 796 0 4301 - Late Fee Income 0 0 900 810 796 870 660 940 645 720 705 690 7,736 8,100 4302 - Legal Fees 0 0 0 0 0 0 0 927 0 135 15 158 1,236 0 4306 - Charges Assessed for Violations 0 0 0 0 0 0 0 0 0 60 0 0 60 0 Total Other Income 263 463 1,202 1,737 1,050 1,113 981 2,134 890 1,339 1,129 1,076 13,375 11,170 Total Income 56,421 28,412 31,171 31,478 31,228 30,974 31,626 32,573 33,752 32,415 33,550 36,328 409,827 411,149 Administrative Expenses 5001 - Office Supplies 78 77 97 (37) 111 32 45 15 36 63 15 138 668 1,500 5010 - Postage 420 176 308 (119) 84 213 163 191 306 312 301 143 2,497 2,200 5015 - Printing/Copying 752 115 297 (15) 97 376 410 115 156 685 483 28 3,499 3,500 5033 - Website Maintenance 60 60 60 0 60 120 90 60 60 60 60 60 750 720 5050 - Permits/Licenses 0 0 0 0 0 0 0 0 0 0 0 0 0 300 5065 - Miscellaneous 303 3 3 7 0 0 0 0 0 0 0 6 320 0 5079-Architectural 313 5 20 68 174 226 70 106 426 1,179 690 1,196 4,473 6,000 5106 - Acct Setup/DD/Coupons 653 1,798 217 5 141 148 20 303 197 518 193 2,003 6,096 2,000 5220 - Insurance 601 718 137 609 609 609 609 609 609 609 609 647 6,879 8,250 Total Administrative Expenses 2,979 2,962 1,138 519 1,276 1,724 1,407 1,399 1,790 3,427 2,351 4,220 26,182 24,470 Professional Services 5101 - Legal Services 3,388 (2,296) 0 832 0 0 0 0 0 0 0 0 1,924 1,200 5105 - Cost of Collections 0 0 2,057 612 821 409 415 1,979 876 312 1,180 3,782 12,442 8,000 Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 1 of 3 Income and Expe. : Projection Report Wakeland Manor HOA As of September 30, 2008 Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Full Year Total Account Description Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Projected Budget Professional Services 5110 - Audit/Tax Return Preparation 0 0 400 700 0 400 0 400 0 0 0 0 1,900 2,400 5115 - Management Fees 2,575 2,717 2,736 2,736 2,766 2,812 2,831 2,850 2,907 2,926 2,964 3,040 33,868 33,744 5120 - Management Reimbursements 286 43 8 246 242 232 34 44 46 44 (145) 40 1,118 2,900 Total Professional Services 6,248 464 5,200 5,125 3,827 3,853 3,280 5,272 3,829 3,282 3,999 6,862 51,243 48,244 Taxes & Insurance 5201 - Federal Income Tax 0 0 0 0 0 0 0 0 300 0 0 0 300 650 Total Taxes & Insurance 0 0 0 0 0 0 0 0 300 0 0 0 300 650 Reserve Contributions 5310 - Repair & Replacement Reserves 4,779 4,779 4,780 4,779 4,779 4,779 4,779 4,779 4,780 4,779 4,779 4,779 67,360 57,350 Total Reserve Contributions 4,779 4,779 4,780 4,779 4,779 4,779 4,779 4,779 4,780 4,779 4,779 4,779 57,350 57,350 Activities 5601 -Activities 68 0 0 0 0 0 0 27 16 244 0 0 354 1,000 Total Activities 68 0 0 0 0 0 0 27 16 244 0 0 354 1,000 Newsletter 5701 - Newsletter 0 406 250 0 0 40 0 0 633 0 0 0 1,328 3,600 Total Newsletter 0 405 250 0 0 40 0 0 633 0 0 0 1,328 3,600 Contracts 6017 - Pest Control Contract 350 0 0 0 0 0 0 0 0 0 0 0 350 0 6021 - Retention Pond Contract 0 0 1,000 0 0 0 0 0 0 692 692 667 3,051 3,000 Total Contracts 350 0 1,000 0 0 0 0 0 0 692 692 667 3,401 3,000 Maintenance and Services 5915 - Common Electricity 1,626 445 1,703 0 2,016 (340) 2,168 (434) 2,206 500 827 1,871 12,588 6,000 6001 - Landscape Maintenance 7,310 11,352 8,618 7,750 7,750 1,879 5,793 5,793 6,293 6,103 6,262 6,168 81,071 74,000 6101 - Floral Rotations 0 0 0 0 0 0 0 0 3,325 0 0 0 3,325 7,000 6201 - Irrigation Maintenance and Repairs 0 0 0 0 0 0 0 0 0 0 0 0 0 900 6202 - Irrigation System Water 185 0 176 76 16 73 0 0 156 16 0 16 716 5,000 6360 - General Repair & Maintenance 104 0 0 2,766 0 0 0 250 0 0 0 163 3,282 1,000 Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 2 of 3 Income and Expe. J Projection Report Wakeland Manor HOA As of September 30, 2008 Account Description Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Full Year Total Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Actual Projected Budget Maintenance and Services 6365 - Casual Labor 573 53 625 188 1,127 393 166 274 550 313 546 400 6,197 6,000 Total Maintenance and Services 9,798 11,860 11,122 10,779 10,909 2,005 8,117 5,884 12,530 6,932 7,635 8,618 106,180 99,900 Other Expenses 6901 - Capital Improvements 0 0 0 0 0 0 0 0 0 0 0 0 0 300 6915 - Bad Debt 0 0 0 0 0 0 0 920 0 0 0 0 920 0 Total Other Expenses 0 0 0 0 0 0 0 920 0 0 0 0 920 300 Recreation Expenses 6003 - Snow Removal Contract 0 0 0 580 440 0 0 0 0 0 0 0 1,020 3,500 6018 - Pool Management 0 0 0 0 0 0 3,934 5,770 5,770 5,770 5,770 5,770 32,784 28,074 7200 - Clubhouse Rental Monitor 0 0 149 0 0 0 0 135 0 135 235 0 654 1,000 7202 - Pool Repair & Maintenance 0 0 0 0 0 0 0 275 0 0 0 0 275 1,500 7204 - Pool Supplies 0 0 0 13 0 0 0 0 506 172 0 0 690 1,500 7205 - Pool Pass Supplies 0 0 0 0 0 0 0 102 99 0 0 0 201 1,795 7208 - Pool Telephone 46 0 46 185 94 141 141 495 811 70 0 133 2,162 720 7260 - Community Center Repair & Mainte 0 0 0 0 0 0 1,083 689 336 0 210 400 2,719 2,000 7261 - Community Center Janitorial Servict 0 0 0 0 0 0 0 0 0 0 129 0 129 1,800 7268 - Community Center/Pool Utilities 149 175 309 610 297 500 266 286 900 488 1,156 870 6,006 10,400 Total Recreation Expenses 195 175 504 1,389 832 641 5,423 7,753 8,422 6,635 7,500 7,172 46,640 52,289 Single Family Detached Limited Exi 7052 - SFD Trash Service 4,800 4,805 4,813 4,800 4,800 3,600 4,441 5,931 4,991 4,991 6,031 5,545 59,546 44,526 Total Single Family Detached Limited E) 4,800 4,805 4,813 4,800 4,800 3,600 4,441 5,931 4,991 4,991 6,031 5,645 59,646 44,526 Single Family Attached Limited Exp 7001 - Landscape Maintenance 2,000 2,063 3,888 3,826 2,063 1,746 1,957 1,957 1,957 1,957 1,957 1,957 27,327 25,000 7002 - SFA Trash Service 1,922 1,912 1,908 1,900 1,900 1,000 1,658 1,597 1,683 1,683 2,119 2,072 21,354 29,820 7004 - SFA Repair and Replacement Rese 1,750 1,750 1,750 1,760 1,750 1,750 1,750 1,750 1,750 1,760 1,750 1,750 21,000 21,000 Total Single Family Attached Limited Ex 5,672 5,724 7,546 7,476 5,713 4,496 5,365 6,304 6,390 5,390 5,826 6,779 69,681 75,820 Total Expense 34,889 31,155 36,354 34,866 32,136 21,139 32,813 37,269 42,680 36,371 38,813 43,642 422,125 411,149 Association Summary 21,533 (2,743) (5,183) (3,388) (908) 9,836 (1,287) (4,696) (8,928) (3,956) (6,263) (7,313) (12,298) 0 Printed by Andre Fletcher on Sat Nov 01, 2008 12:05 pm Page 3 of 3 040018784 Prepared by and Return to: Tax Map 75, Parcels 100 and 101 WALSH, COLUCCI, LUBELEY, EMRICH & TERPAK, P.C. 2200 Clarendon Blvd_, Suite 1300 Arlington, VA 22201 DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATION OF EASEMENTS l` / F= �+ t WAKELAND MANOR This Declaration of Covenants, Conditions, Restrictions and Reservation of Easements (the "Declaration") is made this `�''t day of ftFAi1RrfL 2004, by CENTEX HOMES, a Nevada general partnership, referred to as "Developer". ** W I T N E S S E T H ** WHEREAS, Developer is the owner of certain land situate in the County of Frederick, Virginia, more particularly described in Exhibit "A" attached hereto as a part hereof, said land, together with such additional lands as shall be subjected to this Declaration, being referred to as the "Property," and WHEREAS, the Developer wishes to establish and assure a uniform plan for the development of the Property and to enhance and protect the economic and aesthetic value and desirability of the Property and the health, safety and welfare of the residents of the Property; NOW, THEREFORE, the Developer declares that the Property described in Exhibit "A" attached hereto is hereby subjected to and shall be held, sold, occupied and conveyed subject to this. Declaration. The Developer further declares that this Declaration and all amendments and supplements thereto shall run with the land and shall be binding upon the Developer, the Association, each Owner, their heirs, successors and assigns and all parties claiming under them or under this Declaration, and shall inure to the benefit of and be enforceable by the Developer, the Association, each Owner and all claiming under each Owner. The Property is part of a larger tract of land described in Exhibit "B" attached hereto and made a part hereof. The Developer anticipates that such larger tract of land will be developed in sections and subjected or annexed to this Declaration. The Developer shall not be obligated, however, to develop or annex such additional land. Any such annexation will be governed by the provisions for annexation of land contained herein. Development of the land described in Exhibit "B" shall be subject to, in all events, applicable laws and regulations. J.ICENTEX1506.720edaration 9.7.04.doc Page 1 The Association has been established as a community association for the Owners and Residents (as said terms are defined below) of the Property. ARTICLE 1 Definitions The words used hereinabove or hereafter in this Declaration which begin with capital letters (other than words which would be normally capitalized) shall have the meanings assigned to them in Article I of this Declaration. Section 1. "Annual Assessments" shall mean and refer to any assessment provided for herein, including but not limited to the annual charge shared by all Class A Members and any Services Assessment or Special Assessment levied by the Association in each of its fiscal years pursuant to Article IV of this Declaration. Section 2. "Assessable Property" shall mean and refer to all of the Property except such part or parts thereof as may from time to time constitute Exempt Property. Section 3. "Association" shall mean and refer to Wakeland Manor Homeowners Association, Inc., a Virginia non -stock corporation, its successors and assigns. Section 4. 'Board of Directors" or "Board" shall mean and refer to the Board of Directors of the Association and any board, group or entity of the successor or assign to the Association serving in a comparable capacity to the Board of Directors of the Association. Section 5. "Class A Member" shall mean and refer to each Owner except for the Developer, as long as it is the Class B Member. Section 6. "Class B Member" shall mean and refer to the Developer. Section 7. "Common Area" shall mean and refer to all real property and the improvements thereon from time to time owned or leased by the Association for the common use and enjoyment of the Members or any item or facility for which the Association is responsible. Such property shall include any private streets serving the Property, recreation center (including a swimming pool, tot -lot and community center), any recreational facilities (including a tennis court, basketball court, gazebo, picnic tables) parks and other open space land, pathways and trails, sidewalks, cable television facilities, entrance features and other facilities and buildings needed in connection with water supply, sewage disposal, gas, electric, or other utility lines, equipment or installations. The Association is responsible for maintenance, repair and replacement of all Common Area. Section 8. "Covenants Committee" shall mean and refer to the Architectural Review and Covenants Committee so named and established in accordance with Article V of the Declaration. JACENTEM506.720edaration 9.7.04.doc Page 2 C -1 Section 9. "Declaration" shall mean and refer to this Declaration of Covenants, Conditions and Restrictions and Reservation of Easements as it may from time to time be amended or supplemented in the manner provided herein. Section 10. "Developer" shall mean and refer to Centex Homes as long as it shall own any portion of the Property or until all bonds are released, whichever is later, and its successors and assigns; provided, however, that no successor or assignee of the Developer shall have any rights or obligations of the Developer hereunder unless such rights and obligations are specifically set forth in an instrument of succession or assignment designating a party as the Developer hereunder, or which pass by operation of law. Section 11. "Development Period" shall mean and refer to the period commencing on the date of this Declaration first set forth above and terminating on the later of (a) the date all bonds posted for the Property are returned and/or released by the appropriate governmental authorities; or (b) the date that Centex no longer owns any portion of the Property; provided, however, that an earlier date may be specified by the Developer in a written notice to the Association that the Development Period is to terminate on that date. Section 12. "Dwelling Unit" shall mean any portion of the Property, as improved, intended for any type of independent ownership and for use and occupancy as a residence by one household and shall, unless otherwise specified, include within its meaning (in way of illustration, but no limitation) townhouses, single family detached or zero lot line homes, as may be used and defined as herein provided or as provided in subsequent Declarations covering all or part of the Property. Section 13. "Exempt Property" shall mean and refer to all land and structures and Common Area owned by the Association for so long as the Association shall be the owner thereof. Section 14. "Land Development Activity" shall mean and refer to any construction, reconstruction or repair of a Dwelling Unit, roadway, curbing, sidewalk, utility service or any other Structure on a Lot or any other portion of the Property by the Developer, any Participating Builder, and/or by other persons regularly engaged in the building or construction business, if granted approval in writing by the Developer. Section 15. "Lot" shall mean and refer to any plot of land shown upon any recorded subdivision map of the Property which has been subjected to the Declaration and upon which a Dwelling Unit is or could be constructed in accordance with the Frederick County zoning ordinances. "Lot" shall not mean and refer to the Common Area. Section 16. "Members" shall mean the Class A Members and Class B Member of the Association. J_ICENTEM506.720edara6on 9.7.04.doc Page 3 Section 17. "Mortgagee" shall mean an institutional lender (one or more commercial or savings banks, savings and loan associations, trust companies, credit unions, industrial loan associations, insurance companies, pension funds or business trusts, including but not limited to real estate investment trusts, any other lender regularly engaged in financing the purchase, construction or improvement of real estate or any assignee of loans made by such lender, or any combination of any of the foregoing entities) holding a first mortgage or first deed of trust ("Mortgage") encumbering a Lot which has notified the Association of its status in writing and has requested all rights under the governing documents. Only for the purpose of notice and inspection rights, the term "Mortgagee" shall also include the Federal Housing Administration, the Federal Home Loan Corporation, the Federal National Mortgage Association, The Veterans Administration, the Government National Mortgage Association and other public or private secondary mortgage market agency participating in purchasing, guaranteeing or insuring Mortgages which has notified the Association of such participation in writing. Section 18. "Owner" shall mean and refer to the record owner, whether one or more persons or entities, of any Lot which is part of the Property but excluding in all cases any party holding an interest merely as security for the performance of an obligation. Section 19. "Participating Builder" shall mean and refer to a Person owning a Lot for the purpose of construction on that Lot and not a Resident of such Lot. Section 20. "Person" shall mean and refer to any individual, corporation, joint venture, partnership, association, joint stock company, trust, unincorporated organization or government or any agency or political subdivision thereof or any other separate legal entity. Section 21. "Property" shall mean and refer to those certain lands in the County of Frederick, Virginia, more particularly described in Exhibit "A" attached to the Declaration, together with such additional lands as may be subjected to the Declaration. Section 22. "Resident" shall mean and refer to (i) each individual occupying any Dwelling Unit pursuant to a lease agreement with the Owner thereof who, if requested by the Board of Directors, has delivered proof of such lease agreement to the Board of Directors; (ii) members of the immediate family of such individual or of an owner who actually resides within the Property and in the same household with each such individual or Owner; and (iii) any person who has a fixed place of habitation at a Dwelling Unit of any such individual or owner to which, whenever he is absent, he has the intention of returning. Section 23. "Services Assessment' shall mean and refer to the charge or charges which may be imposed upon a Lot, section of Lots, a housing type, or a subdivided parcel of the Property for certain services rendered pursuant to Article IV of the Declaration. Section 24. "Special Assessment" shall mean and refer to any special charge established pursuant to Article IV of the Declaration. JACENTEXZW.72MX-darat1on 9.7.04.doc Page 4 Section 25. "Structure" shall mean and refer to: (a) Any Common Area, (b) Any thing or object (other than trees, shrubbery, landscaping and hedges less than two feet high) the placement of which upon any Lot may affect the appearance of such Lot, including any building, garage, porch, shed, greenhouse, bathhouse, coop, cage, house trailer, covered or uncovered patio, swimming pool, fence, curbing, paving, wall, signboard, wishing well, bird bath, statues or any other temporary or permanent improvement on such Lot, (c) Any excavation, fill, ditch, dam or other thing or device which affects or alters the natural flow of surface waters from, upon or across any Lot, or which affects or alters the flow of any waters in any natural or artificial stream, wash or drainage channel from, upon or across any Lot, and any Lot. (d) Any change of more than six inches in the grade of any Lot. ARTICLE II Property Rights of the Common Area Section 1. Rights of Enioyment of the Common Area. Each Owner shall have a right and nonexclusive easement of enjoyment in and to the Common Area which shall be appurtenant to and shall pass with the title to his Lot. Each Resident shall have a non- transferable right to use and enjoy the Common Area, which right shall terminate when such person ceases to have the status of a Resident. Such easements and rights shall be subject to the following provisions: (a) The right of the Board of Directors to adopt, promulgate, enforce, and from time to time amend, reasonable rules and regulations pertaining to the use of the Lots and Common Area which shall enhance the preservation of such facilities and the safety and convenience of the users thereof. Such rules and regulations may include limitations on the number of guests of Owners and Residents who may use the Common Area at any one time. (b) The right of the Board of Directors to establish and charge reasonable admission and any other fees for certain types of uses of the Common Area. (c) The right of the Board of Directors to suspend the voting rights and the right of any Owner or Resident to use all or any portion of the Common Area (with the exception of any streets or access ways and utility services) for a violation of this Declaration or an infraction of the Board's rules and regulations for period(s) not to exceed 60 days or until such violation is cured. JACENTEM506.720edara6on 9.7.04.doc Page 5 (d) The right of the Board of Directors to suspend voting rights and the right of any Owner or Resident to use the Common Area (with the exception of any streets or access ways and utility services) for so long as any Annual Assessments or Special Assessment imposed against such Lot remains unpaid and overdue. (e) The right of the Board of Directors to levy assessments, charges, late fees, interest and penalties for violations of the provisions of this Declaration or any reasonable rules or regulations adopted by the Board of Directors pursuant to the provisions hereof and in accordance with the Virginia Property Owners Association Act. (f) The right of the Developer to construct additional facilities on Common Area in accordance with Article 11, Section 2. (g) The right of the Board of Directors to grant easements or rights -of -way to any entity, public utility corporation or public agency as long as such easements do not restrict or impair access to Lots by Owners. (h) The right of the Board of Directors, with the further approval of a 66 2/3% vote of both the Class A and B Members of the Association present at a duly convened meeting, to borrow money for the purpose of acquiring, constructing, equipping, improving or maintaining Common Area. (i) The Board of Directors may at any time convey, sell or transfer all or a part of the Common Area to any entity, public agency, authority, or utility for such purposes and subject to such conditions as may be agreed to by the Board of Directors. 0) The right to regulate parking on Common Area through the granting of easements, licenses, or promulgation of rules and regulations. In areas where parking is provided on private streets and parking bays owned by the Association, the right but not the obligation, of the Board to assign and reserve parking spaces for the exclusive use of individual Owners. (k) The right of the Board of Directors to convey portions of the Common Area for purposes of boundary line adjustment with the Lots if required by the Developer or other municipal agency and at no cost to the grantee; provided, however, that no such conveyance shall be unreasonably and permanently inconsistent with the rights of the Members to the use and enjoyment of the Common Area. Section 2. Common Area Facilities. (a) The Developer may without the consent of any Class A Member, from time to time, during the Development Period, (i) construct facilities on Common Area owned by the Association, and (ii) convey real property to the Association, the County of Frederick, or to a utility company along with any structure, improvement, or other facility (including related fixtures, equipment and furnishings) located thereon. JACENTEX%506.72MDedaraGon 9.7.04.doc Page 6 (b) The Association shall not construct any capital addition or capital improvement to the Common Area or annex any additional facilities, other than as provided in Article II, Section 2(a), unless such addition, improvement, or annexation shall have been authorized by the Board of Directors. Nothing contained in this subparagraph shall be construed so as to require the consent of any Class A Member for the construction or renovation of Common Area or other amenities by Developer provided that Developer shall undertake such construction and/or renovation at its sole expense upon land owned by the Association for the ultimate ownership and use of the Association. ARTICLE III Association Membership, Voting Rights, Board of Directors Section 1. Organization of the Association. The Association has been organized as a nonprofit, nonstock corporation under the laws of Virginia (i) to provide for the acquisition, management, maintenance and care of the Common Area, which includes the private streets; (ii) to obtain, manage and maintain services for the Property, or sections thereof including, as necessary, and deemed by the Board of Directors, refuse collection, grass mowing of Common Area; and (iii) to take other acts or action which would promote the health, safety or welfare of the Owners and Residents. The Association is charged with such further duties and invested with such powers as are prescribed by law and set forth in the Articles of Incorporation of the Association and herein as all of the same may be amended from time to time. The Articles of Incorporation and Bylaws of the Association shall not be amended or otherwise changed or interpreted so as to be inconsistent with this Declaration. No part of the net earnings of the Association shall inure (other than by acquiring, constructing, or providing management, maintenance, and care of Common Area, and other than by a rebate of any excess Annual Assessments, Special Assessment or other dues, fees or assessments) to the benefit of any Member or individual. Section 2. Membership in the Association. The Association shall have the following classes of membership: Class A. The Class A Members shall be all Owners, with the exception of the Developer as provided in Article III, Section 3(b). A Person shall automatically become a Class A Member upon his becoming an Owner of a Lot, and shall remain a Class A Member for so long as he is such an Owner. Class B. The Class B Member shall be the Developer. Section 3. Voting Rights of Members. Every Owner of a Lot which is subject to assessment shall be a Member of the Association. Membership shall be appurtenant to and may not be separated from ownership of any Lot which is subject to assessment. (a) Each Class A Member shall be entitled to one (1) vote on each matter submitted to the members for each Lot owned by such Class A Member which is not Exempt Property. Any Class A Member who is in violation of this Declaration, as JACENTEX1506.720edara8on 9.7.04_doc Page 7 determined by the Board of Directors in accordance with the provisions hereof and regu- lations established hereunder, shall not be entitled to vote during any period in which such violation continues. If a Lot shall be owned by more than one Owner, such Owners shall be deemed to constitute a single Class A Member as to such Lot and shall collectively be entitled to a single vote for such Lot as to each matter properly submitted to the Members. (b) The Class B Member shall be initially entitled to five thousand seven hundred and ninety (5,790) votes. This number shall be decreased by ten (10) votes for each Class A vote existing at any one time. The Class B membership shall terminate and become converted to Class A membership upon the happening of the earlier of the following: (i) When the total outstanding Class A votes equal or exceed the total Class B votes; (ii) December 31, 2023; or (iii) Such earlier time as Developer in its sole discretion, determines. (c) Notwithstanding the foregoing, after the Development Period has ended, in the event the Developer wishes to annex any additional properties pursuant to Article VII, Section 1, Class B membership shall be revived with respect to all Lots owned by the Developer on the annexed property. Class B membership shall cease and be converted to Class A membership on the happening of either of the following events, whichever occurs first: (i) when the total votes outstanding in the Class A memberships in the annexed property equal the total votes outstanding in the Class B membership in such annexed property, or (ii) Ten (10) years from the date of recordation of the final Deed of Dedication or Supplemental Declaration for the last portion of such annexed property. (d) Any vote of the Members shall be taken without regard to class of membership except in those instances requiring the affirmative vote or approval of a class of membership in accordance with this Declaration, the Articles of Incorporation or Bylaws of the Association. Section 4. Board of Directors. The business and affairs of the Association shall be'managed by a Board of Directors elected by the Members without regard to class of JACENTEX1506.72\DedaraGon 9.7.04.doc Page 8 membership. As long as the Developer has the status of a Class. B Member, it shall have the right to appoint three (3) Directors. Directors shall be elected by the Members in accordance with Article IV of the Bylaws of the Association. The number of directors shall be determined in accordance with the provisions of the Bylaws of the Association. The Board of Directors may appoint any committees as it deems appropriate. Section 5. Limitation of Liability_ The Association shall not be liable for any failure of any services to be obtained by the Association or paid for out of the common expense funds, or for injury or damage to person or property caused by the elements or resulting from water which may leak or flow from any portion of the Common Areas or its facilities, or from any wire, pipe, drain, conduit or the like. The Association shall not be liable to any Members for loss or damage, by theft or otherwise, of articles which may be stored upon the Common Areas or its facilities. No diminution or abatement of assessments, as herein elsewhere provided for, shall be claimed or allowed for inconvenience or discomfort arising from the making of repairs or improvements to the Common Areas or its facilities, or from any action taken by the Association to comply with any of the provisions of this Declaration or with any law or ordinance or with the order or directive of any municipal or other governmental authority. ARTICLE IV Covenant for Assessments Section 1. Creation of the Lien and Personal Obligation of Assessments. The Developer hereby covenants, and each Owner by acceptance of a deed to their Lot, whether or not it shall be so expressed in such deed, is deemed to covenant and agree to pay to the Association such Annual Assessments and any Special Assessments as are established and are to be paid and collected as hereinafter provided. The Annual Assessments and Special Assessments, if any, together with interest thereon, late fees and costs of collection thereof as hereinafter provided, shall be a charge on the land and shall be a continuing lien upon the Lot against which each such assessment is made. Each such assessment, together with interest thereon, late charges, and cost of collection thereof, shall also be the personal obligation of the person who was the Owner of such Lot at the time when the assessment fell due. The personal obligation for delinquent assessments shall not pass to successors in title unless expressly assumed by them. No Owner may waive or otherwise escape liability for the assessment provided for herein by non-use of the Common Area, or any portion thereof, or abandonment of his Lot or any Dwelling Unit thereon. Section 2. Purpose of Assessments. The Annual Assessments levied by the Association shall be used exclusively to carry out the business and responsibilities of the Association including, but not limited to (i) the acquisition, construction, management, maintenance and care, repair or replacement of the Common Area and related services; (ii) obtaining, managing and maintaining services for the Property; including, as necessary, refuse collection, and maintenance; and (iii) promoting the recreation, health, safety and welfare of the Members. JACENTEX4506.7210edaration 9.7.04.doc Page 9 Section 3. Establishment of Annual Assessment and Services Assessment. (a) The Association shall levy in each of its fiscal years an Annual Assessment, including a Services Assessment, if applicable, against each Lot which is owned by a Class A Member and which is not Exempt Property. The amount of such Annual Assessment shall be established by the Board of Directors, at least thirty (30) days in advance of each annual assessment period. The first Annual Assessment on each Lot imposed pursuant to this Section shall be adjusted according to the number of months remaining in the annual assessment period from the date of conveyance. (b) The Developer shall have the obligation to pay Annual Assessments in accordance with the provisions of Article IV, Section 3(a) and (e) on any Lot owned by Developer upon which there is located a completed Dwelling Unit which is occupied as a residence. (c) Notwithstanding anything to the contrary contained herein, any Participating Builder shall pay a separate fee of $100 per Lot to the Association at time of conveyance of the Lot to the Participating Builder. Any Participating Builder shall not be subject to Annual Assessments on any Lot it owns unless there is a Dwelling Unit which is occupied as a residence. (d) The amount of the Annual Assessment shall be determined by the Board of Directors according to its estimate of the cost of providing services or rights of use which are common to all of the Lots. (e) A Services Assessment may be levied by the Board of Directors against a Lot, or against certain sections of lots or neighborhoods of the Property. The amount of the Services Assessment shall be determined by the Board of Directors according to the estimated cost of providing services or rights of use to a Lot or Lots in a section, which services or rights are not enjoyed by all of the Members of the Association. Section 4. Maximum Annual Assessment. (a) Until January 1 of the year following the conveyance of the first Lot to a Class A Member, the Annual Assessment for Class A Members shall be determined by the Developer. (b) As to each of the fiscal years of the Association from and after January 1 of the year following the conveyance of the first Lot to a Class A Member, the Board of Directors may increase the Annual Assessment provided in 4.04(a) for each Class A member as required by the annual budget adopted for such fiscal year. Section 5. Special Assessments. In addition to the Annual Assessments authorized above, the Board of Directors may levy in any fiscal year of the Association, a Special Assessment for the purpose of defraying, in whole or in part, the cost of any JACENTEM506.720edarabon 9.7.04.doc Page 10 construction, reconstruction, repair or replacement of the Common Area, including fixtures and personal property related thereto, or for any other purpose for which the Association is responsible. Pursuant to Section 55-514 of the Virginia Property Owners Association Act, such Special Assessment may be rescinded if, at a meeting called within sixty (60) days of notice of the Special Assessment, the majority of the votes of each class of membership who are voting in person or proxy agrees. Special Assessments shall be imposed against Lots which are not Exempt Property in the same proportions as Annual Assessments as provided in Article IV, Section 3(a), (b) and (c). Section 6. Date of Commencement of Assessments. The Annual Assessments provided for in this Article IV shall commence on the date of conveyance of the Lot to a Class A Member. The first Annual Assessments shall be adjusted according to the number of months remaining in the calendar year. Section 7. Repair and Replacement Reserve. As a part of any Annual Assessment the Board of Directors shall obtain from Class A Members contributions to capital on a regular basis, which contributions will be used to establish a replacement and repair reserve. Such contributions shall be paid monthly or at such time as regular assessments are due and be in an amount to be designated from time to time by the Board of Directors. All of the funds shall be deposited in an account with a lending institution, the accounts of which are insured by an agency of the United States of America, or may, in the discretion of the Board of Directors, be invested in obligations of, or fully guaranteed as to principal by, the United States of America or certificates of deposit in a federally insured lending institution. Such funds also may, in the discretion of the Board of Directors, be invested in Money Market Funds which, although they themselves are not guaranteed by the United States Government, invest solely in United States Government securities (or in State bonds which are backed in principal by the State). The replacement reserve may be expended for the purpose of the replacement and repair of the Common Area and any other purpose for which the Board of Directors is responsible. Section 8. Initial Working Fund. The Board of Directors shall collect a working capital contribution of Two Hundred and 00/100 Dollars ($200) against each Class A Member (except Participating Builders) at the time of closing on the Lot. The amount of such contribution shall be utilized for commencing business of the Association and providing the necessary working fund for it. Section 9. Notice and Due Dates. Written notice specifying (i) the amount of each Annual Assessment and any Special Assessment, and (ii) the number and amounts of the installments by which each such assessment is to be paid, shall be given to the Owners of each Lot subject thereto. Each installment of an Annual Assessment or any Special Assessment shall be due on the first day of each assessment period as defined by the Board of Directors. Section 10. Effect on Nonpayment of Assessments; Any assessment described herein not paid within thirty (30) days after the due date shall be delinquent and the JACENTEX1506.720eclaration 9.7.04.doc Page 11 Association may exercise any or all of the following remedies: (a) upon notice to the Owner declare the entire balance of any Annual Assessments or Special Assessment due and payable in full; (b) charge interest and a late fee of such amount as is determined by the Board from time to time, for assessments which are not received by the fifteen (15th) day of the assessment period; (c) bring an action at law or in equity against the Owners of the Lot to collect the same; (d) foreclose the lien against the Lot; and (e) suspend voting rights of the Owner. Such lien may be enforced by the Association in accordance with the Virginia Property Owners Association Act. In any proceeding against an Owner or Lot, the amount which may be recovered by the Association shall include all costs of the proceeding, including reasonable attorneys' fees. Section 11. Certificate of Payment. The Association shall, upon written request by an Owner, and for a reasonable charge, furnish a certificate signed by an officer of the Association setting forth whether the Annual Assessments and Special Assessments, if any, on a specified Lot have been paid. The Association shall furnish said Certificate within ten (10) days of receipt of the written request. A properly executed certificate of the Association as to the status of assessments on a Lot shall be binding upon the Association as of the date of its issuance. Section 12. Subordination of the Lien to Mortgages. The lien of the Annual Assessments and Special Assessments provided for herein shall be subordinate only to the lien of any Mortgage. The sale or transfer of any Lot shall not affect the lien of such assessments. However, the sale or transfer of any Lot pursuant to mortgage foreclosure or any proceeding in lieu thereof for the benefit of any Mortgagee shall extinguish the lien of such assessments as to payments which became due prior to such sale or transfer. No sale or transfer shall relieve such Lot from liability as to any assessments thereafter becoming due or from the lien thereof. Notwithstanding the foregoing no sale or transfer of any Lot pursuant to a mortgage foreclosure or any proceeding in lieu thereof for the benefit of any Mortgagee shall be deemed to extinguish any mortgage or lien which the Association has itself placed upon any property owned by the Association. ARTICLE V Architectural Review and Covenants Committee Section 1. Composition and Appointment. An Architectural Review and Covenants Committee (the "Covenants Committee") shall be appointed by the Board of Directors. Such Committee shall initially consist of three (3) members, but may thereafter be increased or decreased in size by the Board of Directors, from time to time. Members of the Covenants Committee shall serve for a term of three (3) years, or until their successors are elected and qualified. Any vacancy in the membership of the Covenants Committee shall be filled by the Board of Directors to serve for the remaining portion of the term of the originally appointed member. If any vacancy shall occur, the remaining members of the Covenants Committee may continue to act until the vacancy has been filled. Except for J_10ENTEM506.720edaraGon 9.7.04.doc Page 12 members who have been designated by the Developer, any member may be removed with or without cause by the Board of Directors. Any member of the Covenants Committee who is delinquent in the payment of his Annual Assessments may be removed by the Board of Directors at its sole discretion. In the event that the Board of Directors shall fail to designate a covenants committee, the Board of Directors shall serve as the covenants committee. Section 2. Powers and Duties. (a) The Covenants Committee shall serve as an architectural review board and shall review the external design, appearance and location of the Lots and Structures thereon so as to enforce the architectural provisions of this Declaration, enforce the requirements of the recorded subdivision plats, and deeds of subdivision, and to preserve and enhance values and to maintain a harmonious relationship among Structures and the Property. (b) The Covenants Committee shall serve in such other capacities as may be determined, from time to time, by the Board of Directors in monitoring for compliance the provisions of this Declaration and the Articles of Incorporation and Bylaws of the Association. Any determination or recommendation of the Covenants Committee shall be submitted to the Board of Directors for final approval. Section 3. Submission of Plans to Covenants Committee for Approval. Except for such Structures as may be constructed by the Developer, no Structure of any kind whatsoever shall be commenced, erected, placed, moved onto or permitted on any Lot, nor shall any existing Structure upon any Lot be removed or altered in any way which materially changes the exterior appearance thereof (including change of exterior color) until plans and specifications therefor shall have been submitted to the Covenants Committee and approved in writing by the Board of Directors. Such plans and specifications shall be in such form and shall contain such information as the Covenants Committee may reasonably require, but shall in all cases include: (a) A site plan showing the location of all proposed and existing Structures on the Lot and all existing Structures on adjoining Lots, (b) Exterior elevations for the proposed Structures, (c) Specifications of materials, color scheme and other details affecting the exterior appearance of the proposed buildings, and (d) Description of the plans or provisions for landscaping or grading. The provisions of this Section shall not apply to Land Development Activity as defined in Article I. JACENTEXl506.721Dedaration 9.7.04.doc Page 13 Section 4. Recommendations of the Committee. Any recommendation or determination of a requested action by the Covenants Committee shall be in writing. In recommending disapproval of any application, the Covenants Committee shall specify the reasons for such denial. The Covenants Committee may recommend approval of an application subject to such conditions and qualifications as the Board deems appropriate to enforce the architectural provisions of these Covenants. Section 5. Failure of the Covenants Committee to Act. If the Covenants Committee shall fail to act upon any request submitted to it within sixty (60) days after submission thereof, such request shall be submitted to the Board of Directors for approval. If the Board of Directors shall fail to act within thirty (30) days after submission, then such request deemed to have been approved as submitted, and no further action shall be required. Section 6. Rules. Regulations and Policy Statements. The Board of Directors shall adopt design guidelines for the Property. The Covenants Committee may recommend, from time to time, subject to the approval and adoption of the Board of Directors, reasonable rules and regulations pertaining to its authorized duties and activities under this Declaration and may from time to time issue statements of policy with respect to architectural standards and such other matters as it is authorized to act on. The Covenants Committee shall adopt rules of procedure, subject to the prior approval and adoption of the Board of Directors, which rules of procedure shall include provisions substantially to the following effect: (a) The Covenants Committee shall hold regular meetings as necessary. Meetings of the Covenants Committee may be called by the Chairman of the Covenants Committee and by a majority of the members of said Covenants Committee. (b) A majority of the members of the Covenants Committee present at any meeting shall constitute a quorum. (c) The Covenants Committee shall maintain minutes of its meetings and a record of the votes taken thereat. (d) All meetings of the Covenants Committee shall be open to the Members of the Association and any vote of the Covenants Committee shall be taken at an open meeting. Nothing contained herein, however, shall prevent the Covenants Committee from meeting in closed session or executive session to discuss matters before the Covenants Committee. (e) A copy of all minutes, rules, regulations and policy statements of the Covenants Committee shall be filed with the records of the Association and shall be maintained by the Association as a permanent public record. The Association shall make copies thereof available to any interested Member at a reasonable cost or shall make such minutes, rules, regulations and policy statements available to any Member for copying. JACENTEXX.506.720edara6on 9.7.04.doc Page 14 Section 7. Expenses of the Covenants Committee. The Covenants Committee may charge reasonable fees for the processing of any requests, plans and specifications. The Association shall pay all ordinary and necessary expenses of the Covenants Committee; provided, however, no member of the Covenants Committee shall be paid any salary or receive any other form of compensation, at the expense of the Association, except any third party or professional employed by the Covenants Committee shall be compensated accordingly. Section 8. Right of Entry. The Board of Directors and the Covenants Committee through their authorized officers, employees and agents shall have the right to enter upon any Lot at all reasonable times for the purpose of ascertaining whether such Lot or the construction, erection, placement, remodeling or alteration of any Structure thereon is in compliance with the provisions of this Article and Article VI without the Board of Directors or the Covenants Committee or such officer, employee or agent being deemed to have committed a trespass or wrongful act solely by reason of such action or actions. Section 9. Land Development. Notwithstanding any other provisions of this Declaration, any Land Development Activity (as defined in Article 1) shall not require the approval of or be subject to review by the Covenants Committee. Section 10. Other Duties of the Committee. The Board of Directors may assign any or its rights and obligations with respect to this Article V and Article VI to the Covenants Committee at its sole discretion. ARTICLE VI General Restrictions on the Use of Lots and Improvements Section 1. Zoning Regulations. The Property shall not be used for any purpose other than as permitted in the County of Frederick Zoning Ordinances or the laws, rules, or regulations of any governmental authority in force and effect on the date of recording of this Declaration as the same may be hereafter from time to time amended. The right, however, to further limit or restrict the use of a particular Lot is reserved under the provisions hereof. Section 2. No Use Contrary to Law and No Nuisances. No noxious or offensive trade, services or activities shall be conducted on or upon any portion of the Property nor shall anything be done thereon which may be or become a continuing annoyance or hazard or nuisance to the Owners or Residents of the Property. No use of any Lot or part thereof or any Structure thereon shall be made, nor shall any materials or products be manufactured, processed or stored thereon or therein, contrary to Federal, State or Local laws or regulations, or which shall cause an undue fire hazard to adjoining Lots. This provision shall not be construed to prohibit the conduct of such professional services in residential areas as are approved by the Board of Directors. JACENTEM506.720eclaration 9.7.04.doc Page 15 Section 3. Structures. The architectural characterof all Structures, oralterations, additions, or improvements thereof (other than interior alterations not affecting the external appearance of a Structure) when visually related to each other and the surrounding natural environment shall be, in the opinion of the Covenants Committee, harmonious in terms of type, size, scale, form, color and material. The repair, replacement, repainting, resurfacing or restoration of any Structure originally approved by the Board of Directors or the Developer shall not be subject to the review or approval of the Covenants Committee provided that, following any such repair, replacement, repainting, resurfacing or restoration of any such Structure, the external appearance of such Structure shall be substantially identical with the appearance of said Structure as originally approved. Except as otherwise herein provided, no Structure shall be painted, stuccoed or surfaced with any material unless and until approved in writing in accordance with objective, performance -oriented guidelines established by the Board of Directors. Screens or parapets shall be used to organize and aesthetically shield mechanical equipment and appurtenances from public view. Section 4. Screens and Fences. Except for any fence installed by the Developer, or the Association, no fence or screen shall be installed on a Lot except in accordance with the guidelines approved by the Board of Directors and with the prior written approval of the Board of Directors. Section 5. Outside Storage or Operations. No outside storage of lumber, metals, or bulk materials of any kind, except building materials stored during the course of construction of any approved Structure, shall be permitted and no refuse or trash shall be kept, stored or allowed to accumulate on any Lot, unless such item is visually screened in a manner approved in writing by the Board of Directors. No outside storage and operations shall extend above the top of any such screening. If trash or other refuse is to be disposed of by being picked up and carried away on a regular and recurring basis, containers may be placed in the open, on any day that a pick-up is to be made, at such place on the Lot so as to provide access to the persons making such pick-up. At all other times, such containers shall be stored so as to be visually screened from all streets and adjacent and surrounding Lots. The Board of Directors may adopt reasonable rules and regulations relating to the size, shape, color and type container permitted and the manner of storage of same on any Lot. Section 6. Signs and Lighting. The location, color, nature, size, design and construction of all signs or outdoor lights shall be approved in writing by the Board of Directors, and must be in keeping with the character of the Property and in accord with guidelines approved by the Board of Directors. Section 7. Vehicles. No commercial bus, trucks, taxicabs or other commercial vehicle of any kind, boats, trailers, campers, recreational vehicles and motor homes shall be parked on the Property unless parked inside the garage on a Lot. Commercial vehicles shall be deemed to include cars and vans in styles normally used for private purposes but painted with or carrying commercial advertising, logos, or business names or containing JACENTEM506.720edaration 9.7.04.doc Page 16 visible commercial materials. No disabled vehicle or vehicle on which current registration plates or other required permits such as inspection stickers are not displayed shall be parked on any Lot or on Common Area. The repair or extraordinary maintenance of vehicles shall not be carried out on the exterior of any Lot or on the Common Areas. The Association may enforce the provisions of this Article VI, Section 7 by towing any non complying vehicle at the vehicle owner's expense. Section 8. Animals. No livestock, poultry or other animals shall be kept or bred on any Lot, and in no event shall any stable, hatch, bam, coop or other housing or shelter for animals or for the storage of materials be placed or maintained upon any Lot, except as approved in writing by the Board of Directors. Notwithstanding anything to the contrary herein contained, except to the extent prohibited or restricted by the Owner of any Lot for such Lot, dogs, cats and other household pets may be kept on the Property provided that such household pets are subject to County of Frederick regulations and the rules and regulations established by the Board of Directors, and further provided that said pets are not raised or bred for any commercial purposes. The Association hereby grants authority to the applicable officials of the County of Frederick to enforce leash and pet regulations. Section 9. Air and Water Pollution. No use of any Lot will be permitted which emits pollutants into the atmosphere, or discharges liquid or solid wastes or other harmful matter into any waterway in excess of environmental standards applicable thereto to be recommended by the Covenants Committee, and approved by the Board of Directors which standards shall at a minimum meet the requirements of Federal and State law and any regulations thereunder applicable to the Property. No waste or any substance or materials of any kind shall be discharged into any private or public sewer serving the Property, or any part thereof, in violation of any regulations of the County of Frederick or any private or public body having jurisdiction. No person shall dump garbage, trash or other refuse into any waterway on or neighboring the Property. Section 10. Leases. No Owner of a Lot or Dwelling Unit shall lease to another any such Lot or part thereof or any such Dwelling Unit unless such lease shall be in writing for an initial term of not less than twelve (12) months and shall expressly provide that the terms of such lease shall be subject in all respects to the provisions of this Declaration and the Articles of Incorporation, Bylaws and rules and regulations of the Association, and that any failure by the lessee to comply with the terms of such documents shall be a default under such lease. Section 11. Landscaping. The land area not occupied by Structures, hard -surfacing, vehicular driveways or pedestrian paths, shall be kept planted with grass, trees or shrubs or other ground covering or landscaping in conformance with the standards approved by the Board of Directors. Such standards will take into consideration the need for providing effective site development to: (a) enhance the site and building, JACENTEM506.7210edaration 9.7.04.doc Page 17 (b) screen undesirable areas or views, '-NJ (c) establish acceptable relationships between buildings, parking and adjacent properties, and (d) control drainage and erosion. As required by the Board of Directors, existing trees shall be retained, buffer areas maintained and the natural contour of the land respected. The Board of Directors reserves the right to require special treatment of slopes, construction of walls and wells, and use of stone fills and rains to preserve trees that cannot otherwise be saved. Notwithstanding the foregoing, any clearing, grading or other development work performed pursuant to any final site development plan by the Developer or any Participating Builder and approved by all appropriate authorities of the County of Frederick, Virginia shall not be subject to the review of the Covenants Committee. Certain areas on the Property may be subject to tree preservation plan which restrict the removal of trees and vegetation. Section 12. Maintenance of Premises and Improvements. Each Owner or Resident shall at all times keep his premises, buildings, improvements and appurtenances in a safe, clean, neat and sanitary condition. Appropriate maintenance shall include, but not be limited to, the seeding, watering and mowing of all lawns, the pruning and cutting of all trees and shrubbery and the painting (or other appropriate external care) of all buildings and other improvements all in a manner and with such frequency as is consistent with good property management with the exception of those Lots on which the Association may provide maintenance of landscaping. All Owners of Lots on which stormwater management or storm drainage easements exist must keep such area free of debris so as not to impede drainage. The Owner or Resident shall comply with all laws, ordinances and regulations pertaining to health, safety and pollution, and shall provide for storage and removal of trash and rubbish from his premises in a manner to be approved by the Board of Directors. Section 13. Enforcement of Maintenance. The Covenants Committee, or its agent, during normal business hours, shall have the right (after 10 days' notice to the Owner or Resident of any Lot involved, setting forth the maintenance action to be taken, and if at the end of such time reasonable steps to accomplish such action have not been taken by the Owner or Resident) to do any and all maintenance work reasonably necessary in the written opinion of the Covenants Committee, to keep such Lot, whether unimproved, improved or vacant, in neat and good order, such cost and expense to be paid to the Association upon demand and if not paid within thirty (30) days thereof, then to become a lien upon the Lot affected. The Covenants Committee, or its agent, shall further have the right (upon like notice and conditions) to trim or prune, at the expense of the Owner or Resident, any hedge, tree or any other planting that, in the written opinion of the Covenants Committee, by reasons of its location on the Lot, or the height to or the manner in which it is permitted to grow, is detrimental to the adjoining Lots contrary to the rules and regulations of the Board of Directors or is unattractive in appearance. The lien provided JACENTEM506.720edaraGon 9.7.04.doc Page 18 CD under this Section shall not be valid against a bona fide purchaser (or bona fide mortgagee) of the Lot in question unless a suit to enforce such lien shall have been filed in the court of record and notice thereof shall have been filed in the appropriate records of the County of Frederick, Virginia prior to the recordation among the records of the County of Frederick, Virginia of the deed (or mortgage or deed of trust) conveying the Lot in question to such purchaser (or subjecting the same to such mortgage or deed of trust). Section 14. Maintenance During Construction. During construction it shall be the responsibility of each Owner to insure that construction sites are kept free of unsightly accumulation of rubbish and scrap materials, and that construction materials, trailers, shacks and the like are kept in a neat and orderly manner. No burning of any trash and no accumulation or storage of litter or trash of any kind shall be permitted on any Lot. Section 15. Satellite Dishes and Antennas. No outside television antenna, radio antenna, satellite dish over one (1) meter in diameter, direct broadcast satellite (DDS) dish, or similar structure shall be maintained on a Lot or anywhere on the Property unless approval for such antenna or dish and the proposed location of thereof has been first obtained from the Board of Directors. A satellite dish with a diameter of one (1) meter or less may be placed on a Lot as long it is screened from view from other Lots. In order to comply with the applicable rules of the Federal Communications Commission (FCC) relating to antennas or dishes, the Board of Directors shall act promptly on any request for erection of any antennas or satellite dishes over one (1) meter in diameter, and any restrictions which the Board of Directors places on the installation of such antenna or dish shall not (1) unreasonably delay or prevent its installation, maintenance or use, (2) unreasonably increase the cost of its installation, maintenance or use, or (3) preclude reception of an acceptable quality signal. Section 16. Miscellaneous. Without prior approval of the Board of Directors: (a) no water pipe, gas pipe, sewer pipe, or drainage pipe, or industrial process pipe, except hoses and movable piping used for irrigation purposes, shall be installed or maintained on any Lot above the surface of the ground; (b) no previously approved Structure shall be used for any purpose other than that for which it was originally designed; (c) no Lot shall be split, divided, or subdivided for sale, resale, gift, transfer or otherwise, unless by deed of correction in accordance with the applicable County of Frederick requirements; (d) no facility, including but not limited to, poles, wires and conduits for transmission of electricity, telephone messages and the like shall be placed and maintained above the surface of the ground on any Lot; JACENTEXM6.720edaration 9.7.04.doc Page 19 (e) no Lot or portion thereof shall be used for any mining, boring, quarrying, drilling, removal of, or any other exploitation of subsurface natural resources, which would tend to conflict with the surface development in accordance with Federal, State or local laws or regulations. Section 17. Garages. No garage may be converted to living space or any other use which precludes motor vehicle storage. Section 18. Land Development Activity. The foregoing provisions of Article VI shall not be applicable to Land Development Activity. Without limiting the generality of the foregoing exclusion, the Developer and any Participating Builder shalt have the right to carry on the following activities in connection with land development and construction and sale of Dwelling Units: (a) to construct, install, operate and/or maintain on the Property one or more construction or management control offices in Dwelling Units, field office trailers or other temporary facilities; and (b) to construct, install, operate and/or maintain one or more model homes (or Dwelling Units) and sales offices on the Property. Such models and offices may be owned or leased by the Developer or by any Person designated by the Developer. Land Development and sales activity shall in all events be subject to the local Zoning Ordinances, and all other applicable laws, rules and regulations of governmental authorities. ARTICLE VII Annexations Section 1. Additions by the Developer. The Developer hereby reserves the right (but not the obligation) at any time within the Development Period to submit, by recordation of a supplemental declaration, any additional land which lies within the land area represented in Exhibit "B". In addition, other lots or property in the vicinity of the Property may be annexed to the Property by the Developer, or by another landowner with the consent of the Developer during the Development Period. Action under this Section shall not require the prior approval of the Class A Members or their Mortgagees. Any such land subjected to this Declaration shall be subject in all respects to each and every provision of this Declaration. Section 2. Additions by the Members. Additional lands not described in Section 1 above may be subjected, annexed or submitted to this Declaration with the written consent of (i) 66 2/3% of the Class A Members, and (ii) during the Development Period, the Class B Member. Action under this Section may require the approval of secondary mortgage agencies so long as there is a Class B Member. JACENTEA506.720eclaraSon 9.7.04.doc Page 20 Section 3. Withdrawable Real Estate. During the Development Period, the Developer has the unilateral right, without the consent of the Association, any Owner or Mortgagee, to execute and record an amendment to the Declaration withdrawing any portion of the Property which the Developer owns from the operation of this Declaration. ARTICLE VIII Easements Section 1. Development Easements. (a) General Easement. The Developer reserves to itself, its successors and assigns and its designees a non-exclusive (except as provided below) blanket easement over and through the Property, for all purposes reasonably related to the development and completion of the improvements on the Property, including, without limitation: (i) temporary slope and construction easements; (ii) drainage, erosion control and storm and sanitary sewer easements (including the right to cut or remove trees, bushes or shrubbery, to regrade the soil and to take any similar actions reasonably necessary; provided, however, that thereafter the Developer shall restore the affected area as near as practicable to its original condition); (iii) easements for the storage (in a sightly manner) of reasonable supplies of building materials and equipment necessary to complete the improvements; (iv) easements for the construction, installation and upkeep of improvements (e.g., buildings, landscaping, street lights, signage, roads, trails etc.) on the Property or reasonably necessary to serve the Property; and (v) easements for ingress and egress as necessary to accomplish the foregoing purposes. (b) Easement to Facilitate Sales. The Developer hereby reserves to itself, its successors and assigns and its designees the right to: (i) use any Lots owned or leased by the Developer, any other Lot with the written consent of the Owner thereof or any portion of the Common Area (including any buildings thereon) as models, management offices, sales offices, a visitors' center, construction offices, customer service offices or sales office parking areas (provided, however, that the Developer or its designee, as appropriate, shall remain responsible for the upkeep of that portion of the Common Area used for the foregoing purposes); (ii) place and maintain in any location on the Common Area and on any Lot (for a distance of fifteen feet behind any Lot line which parallels a public or private street), street and directional signs, temporary promotional signs, plantings, street lights, entrance features, lighting, stone, wood or masonry walls or fences and other related signs and landscaping features; provided, however, that all signs shall comply with applicable governmental regulations and the Developer shall obtain the consent of the Owner of any affected Lot or of the Board of Directors if the Owner does not consent at the time the sign is erected; and (iii) relocate (in a permissible location) or remove all or any of the above from time to time at the Developer's sole discretion. The Association is hereby granted an easement to perform upkeep of any permanent structure or landscaping installed pursuant to (ii) above. These rights shall continue until all Lots have been conveyed to Owners other than the Developer or a Participating Builder. JACENTEA506.720eclaration 9.7.04_doc Page 21 (c) Utility Easements. The Developer hereby creates, and there is hereby reserved to the Developer, its successors and assigns and its designees, a blanket easement upon, across, over, and under all of the Property, to create perpetual easements, rights and privileges of ingress and egress to install, maintain, repair, replace and remove poles, wires, cables, conduits, pipes, mains, wells, pumping stations, siltation basins, tanks, meters and other facilities, systems and equipment for the conveyance and use of electricity, telephone service, sanitary and storm sewer, water, gas, cable television, drainage and other public or private conveniences, telecommunication systems or utilities, upon, in or over those portions of the Property, including Common Area, as the Developer may consider to be reasonably necessary (the "Utility Easements") for the development of the Property. The Utility Easements shall include the right of access to such facilities and the right to cut trees, bushes or shrubbery and such other rights as Developer or its designees may reasonably require. The utility lines installed pursuant to the Utility Easements must be installed below ground unless approved by Developer and except as otherwise provided in this Declaration; provided, however, that no utility line shall run beneath a dwelling other than the utility lines serving such dwelling. Developer shall have the right to convey Utility Easements to other Owners, to governmental authorities or utility companies, to the Association and to any other party or parties. This reservation of Utility Easements is subject to easements granted in any deeds of subdivision. (d) Specific Development Easement Areas. The Developer hereby reserves to itself, its successors and assigns and its designees the right to grant and reserve easements, rights -of -way and licenses over and through the Common Area, any land conveyed to a Participating Builder, or over and through any Lot within ten feet of any boundary line for the installation and upkeep of the equipment for providing to any portion of the Property or any other adjacent land, any utilities, including, without limitation, water, sewer, drainage, gas, electricity, telephone, television, telecommunications or other similar services, whether public or private, or for any other purpose necessary or desirable for the orderly development of the Property. (e) Dedications and Easements required by Governmental Authority. The Developer hereby reserves to itself, its successors and its assigns, the right to make any dedications and to grant any easements, rights -of -way and licenses required by any government or governmental agency over and through all or any portion of the Common Area. The Developer also hereby reserves to itself and its successors and assigns an easement and a right to grant and reserve easements or to vacate or terminate easements across all Lots and Common Area as may be required by any governmental agency or authority or utility company in connection with the release of bonds or the acceptance of streets for public maintenance with respect to the Property. (f) Drainage and Erosion Control. Developer reserves a perpetual easement, right and privilege to enter upon any Lot or Common Area, and the Association is granted a perpetual easement, right and privilege to enter upon any Lot, either before or after a structure has been constructed thereon or during such construction, for the purpose JA ENTExG506.720edaration 9.7.04.doc Page 22 of taking such drainage and erosion control measures as Developer or the Association deems necessary to prevent or correct waterflow and soil erosion or siltation; provided, however, that Developer or the Association shall not exercise such right unless it has given the Owner of the Lot or the Association (as to the Common Area) at least ten (10) days prior notice thereof and the Owner or the Association, as the case may be, has failed to take appropriate action to correct or prevent the erosion or siltation problem (the notice provision shall not be required in the case of emergency situations). The cost incurred by the Association in undertaking such drainage and erosion control measures on any Lot shall, if reasonably attributable to a Lot Owner, become a Services Assessment upon the Lot and shall constitute a lien against the Lot and shall be collectible in the manner provided herein for the payment of Assessments. This Section shall not apply to Lots owned by Developer. (g) Storm Water Management Easement. The Developer hereby reserves to itself and its successors and assigns an easement and the right to grant and reserve easements over and through the Property for the construction and upkeep of storm water management facilities. (h) Specific Easements. The Developer hereby reserves to itself and its designees, easements over and through all or any portions of the Property (excluding any areas occupied by a Structure or any other similar improvements) for the following purposes: (i) Planting, replanting, maintaining, protecting, enhancing and otherwise controlling (including all landscaping) the Common Area. The Developer or the Association, as appropriate, shall be solely responsible for selecting and maintaining all landscaping in the Common Area. (ii) Locating, relocating, constructing, maintaining, protecting, enhancing and otherwise controlling all walkways or pathways located within the Property. (iii) Locating, relocating, constructing, maintaining, protecting and otherwise controlling all electrical, oil, gas, solar, television, telephone, microwave, cable, telecommunication systems, sanitary and storm sewer, storm water management and public water facilities (including pipes, conduits, lines, wires, transformers, manholes, inlets and other appurtenances), but only where such facilities serve Lots other than the Lot on which the specific facilities in question are located and only to the extent permitted herein. (iv) Locating, relocating, constructing, maintaining, protecting and otherwise controlling all project signage located on the Common Area or any other portion of the Property and.controlling signage installed by Owners for other purposes. The Association through the Co' yenants Committee shall have the right to exercise architectural control over all signage. JACENTEX1506.721Dedaration 9.7.04.doc Page 23 (v) Controlling and regulating the use and enjoyment of all open spaces and facilities located in the Common Area. The Developer or the Association, as appropriate, or their agents and designees, shall have the mutual right and responsibility to perform the tasks and functions listed in Subsections (a) through (e) above to the exclusion of all others, including all Owners. (i) Further Assurances. Any and all conveyances made by the Developer to the Association or any Owner shall be conclusively deemed to incorporate these reservations of rights and easements, whether or not set forth in such grants. Upon written request of the Developer, the Association and each Owner shall from time to time sign, acknowledge and deliver to the Developer such further assurances of these reservations of rights and easements as may be requested. If a designee requests recordation of a separate document evidencing such easement rights that are consistent with this Declaration, then the Developer or the Association, as applicable, may sign and record such an easement instrument, without the consent, approval or joinder of any Owner or Mortgagee. 6) Duration and Assignment of Rights. The Developer may assign its rights, in part or in whole, under this Section to, or share such rights with, one or more other persons or entities, exclusively, simultaneously or consecutively. The Developer shall notify the Association of any such assignment or designation by the Developer. The rights and easements reserved by or granted to the Developer pursuant to this Section shall continue until the end of the Development Period, unless specifically stated otherwise. Section 2. Association Power to Make Dedications and Grant Easements. The Developer, on behalf of itself and its successors and assigns, hereby also grants to the Association the rights, powers and easements reserved to the Developer above. These rights, powers and easements may be exercised by the Association; provided, however, that the limitations on duration applicable to the Developer shall not apply to the Association. However, the Association shall not exercise any such easement rights to the detriment of Developer's rights reserved hereunder. If the Developer or any Owner requests the Association to exercise its powers under this Section, the Association's cooperation shall not be unreasonably withheld, conditioned or delayed. Section 3. Easement for Upkeep. (a) Association Access. The Developer, on behalf of itself and its successors and assigns, hereby grants the right of access over and through any portion of the Property (excluding any areas occupied by a Structure or any other similar improvement) to the Association, the managing agent and any other Persons authorized by the Board of Directors in the exercise and discharge of their respective powers and responsibilities, including without limitation to make inspections, correct any condition originating in a Lot or in the Common Area threatening another Lot or the Common Area, correct drainage, perform installations or upkeep of utilities, landscaping or other JACENTEM506.720edaration 9.7.04.doc Page 24 improvements located on the Property for which the Association is responsible. The agents of the Association may also enter any portion of the Property (excluding any Dwelling Unit) in order to utilize or provide for the upkeep of the areas subject to easements granted in this Article to the Association. Each Owner shall be liable to the Association for the cost of all upkeep performed by the Association and rendered necessary by any act, neglect, carelessness or failure to comply with this Declaration for which such Owner is responsible, and the costs incurred by the Association shall be assessed against such Owner's Lot. (b) Developer Access. Until the expiration of any applicable warranty period and the release of all of Developer's development bonds, the Developer hereby reserves to itself and its successors and assigns a right of access over and through any portion of the Property not within an improvement to perform warranty -related work within the Common Area or the Lots. The Developer may assign its rights under this Subsection to, or share such rights with, one or more other persons or entities, exclusively, simultaneously or consecutively. Section 4. Limitations on Exercise of Rights and Easements. (a) These easements are subject to all other easements and encumbrances of record (including those created by this Declaration). (b) The Developer, the Association or any Owner, as appropriate, when exercising the rights and easements granted by this Article, shall: (i) give reasonable prior notice to all affected Owners, unless an emergency exists which precludes such notice; (ii) minimize any economic or aesthetic injury to the affected Lots or the Common Area; and (iii) not unreasonably interfere with the affected Owners' use, access, enjoyment and benefit from such. Owners' Lots or the Common Area. Further, notwithstanding the easement rights established by the previous sections of this Article, neither the Developer nor the Association shall exercise any such rights within the interior of a Dwelling Unit on a Lot without the prior written consent of the Owner, which consent shall not be unreasonably withheld, conditioned or delayed. (c) If an easement is relocated, the cost of such relocation shall be paid by the party requesting the relocation. (d) Any damage to property resulting from the exercise of the aforesaid rights and easements shall be promptly repaired and the site restored to its original condition to the extent practicable by the Developer or the Association, as appropriate, or at the option of the Developer or the Association, the party responsible for such damage. In either case, the cost of such repair and restoration shall be paid for by the party responsible for the damage. (e) Nothing within this Article shall authorize the installation or maintenance of any equipment or facility, public or private, on any portion of the Property J_\CENTEM506.720edambon 9.7.04.doc Page 25 r -= unless prior approval has been obtained from the Developer during the Development Period, which approval may be withheld in the Developer's sole discretion. (f) Nothing within this Article shall impair or restrict any Owner's access to his Lot. Section 5. Crossover Easement. If the Owner (including the Developer or any Participating Builder) of any Lot must, in order to make responsible repairs or improvements to a building on his Lot, enter or cross any area owned or to be owned by the Association, or a Lot of another Owner, such Owner shall have an easement to do so, provided that said Owner shall use the most direct, feasible route in entering and crossing over such an area and shall restore the surface so entered or crossed to its original condition, at the expense of said Owner, and further provided that such easement shall not exist on the land of any other Lot Owner if the purpose for the entrance or crossing is one requiring approval of the Board of Directors, unless such approval has been given. Section 6. Easement and Right of Law Enforcement Officials, Etc. An easement and right of entry through and upon the Property is hereby granted to animal control, law enforcement officers, rescue squad personnel, fire fighting, and other emergency personnel of the County of Frederick and to vehicles operated by said personnel while in the pursuit of their duties. Said emergency personnel shall also have the right of enforcement of cleared emergency vehicle access on the roadways and driveways on the Property. Section 7. Encroachment Easement. Each Lot within the Property is hereby declared to have an easement, not exceeding two feet (2') in width, over all adjoining Lots and the Common Area for the purpose of accommodating any encroachment due to engineering errors, errors in original construction, settlement or shifting of the building, roof overhangs, gutters, architectural or other appendages, draining or rain water from roofs, or any other similar cause. There shall be valid easements for the maintenance of said encroachments so long as they shall exist, and the rights and obligations of Owners shall not be altered in any way by said encroachment, settlement or shifting; provided, however, that in no event shall a valid easement for encroachment occur due to the willful misconduct of said Owner or Owners. In the event a structure or any Lot is partially or totally destroyed and then repaired or rebuilt, the Owners of each Lot agree that minor encroachments over adjoining Lots shall be permitted and that there shall be valid easements for the maintenance of said encroachments so long as they shall exist. ARTICLE IX Party Walls and Party Fences The rights and duties of the Owners of Lots with respect to party walls and party fences shall be governed by the following: JAGENTEM506.720edaration 9.7.04.doc Page 26 Section 1. General Rules of Law to Apply. Each wall which is constructed as a part of the original construction on the Property and any part of which is placed on the dividing line between separate Lots, shall constitute a party wall, and with respect to such wall, each of the adjoining Owners shall assume the burdens and be subject to an easement for that portion of a party wall on his Lot, and be entitled to the benefits of these restrictive covenants and, to the extent not inconsistent herewith, the general rules of law regarding party walls and of liability for property damage due to negligence or willful acts or omissions, shall apply thereto. Section 2. Sharing of Repair and Maintenance and Destruction by Fire or Other Casualty. If any such party wall is damaged or destroyed by fire or other casualty or by some cause other than the act of one of the adjoining Owners, his agents, or family (including ordinary wear and tear and deterioration from lapse of time) then, in such event, both such adjoining Owners shall proceed forthwith to rebuild or repair the same to as good condition as formerly, at equal expense. Section 3. Repairs Necessitated by Act of One Owner. If any such party wall is damaged or destroyed through the act of one adjoining Owner or any of his agents or guests or members of his family (whether or not such act is negligent or otherwise culpable) so as to deprive the other adjoining Owner of the full use and enjoyment of such wall, then the first of such Owners shall forthwith proceed to rebuild and repair the same to as good condition as formerly, without cost to the adjoining Owner. Section 4. Other Changes. In addition to meeting the other requirements of these restrictive covenants, and of any building code or similar regulations or ordinances, any Owner proposing to modify, make additions to or rebuild his residence in any manner which requires the extension or other alteration of any party wall shall first obtain the written consent of the adjoining Owner. Section 5. Right to Contribution Runs With Land. The right of any Owner to contribution from any other Owner under this Article IX shall be appurtenant to the land and shall pass to such Owner's successors in title. Section 6. Party Fences. The provisions of this Article shall also apply to any fence, other barrier or shared improvement between Lots which is installed by the Developer and to any replacement thereof authorized by the Board of Directors. Otherwise the upkeep of any fence, barrier or improvement shall be the responsibility of the Owner who has had it installed. Section 7. Dispute. In the event of a dispute between Owners with respect to the repair or rebuilding of a party wall or fence or with respect to the sharing of the cost thereof, then, upon written request of one of such Owners addressed to the Association, the matter shall be submitted to its Board of Directors, who shall decide the dispute, and the decision of such Board of Directors shall be final and conclusive upon the parties. JACENTEM506.720eclaration 9.7.04.doc Page 27 ARTICLE X Mortgages Section 1. Consent by Lenders. Any other provision of this Declaration or the Bylaws or Articles of Incorporation of the Association to the contrary notwithstanding, neither the Members, the Board of Directors nor the Association shall, by act or omission, take any of the following actions without the prior written consent and approval of not less than two-thirds (2/3) in number of the Mortgagees on the Lots: (a) abandon or terminate this Declaration; or (b) make any material amendments to the Declaration; or (c) modify or amend any substantive provision of this Declaration, or of the Bylaws or of the Articles of Incorporation of the Association; or (d) merge or consolidate the Association with any other entity or sell, lease, exchange or otherwise transfer all or substantially all of the assets of the Association to any other entity; or (e) substantially modify the method of determining and collecting assessments against an Owner or his Lot as provided in the Declaration; or (f) waive or abandon any scheme of regulations, or enforcement thereof, pertaining to the architectural design or the exterior appearances or maintenance of buildings or Structures on the Lots, the maintenance of the Common Area; or (g) fail to maintain fire and extended coverage on insurable Common Area on a current replacement cost basis in an amount not less than one hundred percent (100%) of the insurable value (based on current replacement cost); or (h) use hazard insurance proceeds for losses to any Common Area or property for other than the repair, replacement or reconstruction of such Common Area or property; or (i) undertake self -management of the Association. Section 2. Notices to Mortgagees, etc. Provided that a Mortgagee has notified Association in writing of the existence of its mortgage, the Association shall promptly notify the Mortgagee on any Lot for which any assessment levied pursuant to the Declaration, or any installment thereof, becomes delinquent for a period in excess of thirty (30) days and the Association shall promptly notify the Mortgagee on any Lot with respect to which any default in any other provision of this Declaration remains uncured for a period in excess of thirty (30) days following the date of such default. Any failure to give any such notice shall not affect the validity or priority of any Mortgagee on any Lot and the protection extended in JACENTEX\50 6X .720edaraGon 9.7.04.doc Page 28 this Declaration to the holder of any such mortgage shall not be altered, modified or diminished by reason of such failure. Any Mortgagee of any Lot may pay any taxes, utility charges or other charge levied against any of the Common Area which are in default and which may or have become a charge or lien against any of the Common Area and any such Mortgagee may pay any overdue premiums on any hazard insurance policy or secure new hazard insurance coverage on the lapse of any policy, with respect to the Common Area. Any Mortgagee who advances any such payment shall be due immediate reimbursement of the amount so advanced from the Association. Section 3. Casualty Losses. In the event of substantial damage or destruction to any of the Common Area, the Board of Directors of the Association shall give prompt written notice of such damage or destruction to the Mortgagees of record on the Lots. No provision of the Declaration, the Articles of Incorporation or the Bylaws of the Association shall entitle any Member to any priority over the Mortgagee of record on his Lot with respect to the distribution to such Member of any insurance proceeds paid or payable on account of any damage or destruction of any of the Common Area. Section 4. Condemnation or Eminent Domain. In the event any part of the Common Area is made the subject matter of any condemnation or eminent domain proceeding, or is otherwise sought to be acquired by any condemning authority, then the Board of Directors of the Association shall give prompt written notice of any such proceeding or proposed acquisition to the Mortgagees of record on the Lots. No provision of this Declaration, the Articles of Incorporation or the Bylaws of the Association shall entitle any Member to any priority over the Mortgagee of record on his Lot with respect to the distribution to such Member of the proceeds of any condemnation or settlement relating to a taking of any of the Common Area. Section 5. Presumptive Approval. Notwithstanding the foregoing, all notices and rights of Mortgagees shall pertain only to those Mortgagees who are listed with the Association. Each Owner must notify the Association of his Mortgagee's name and address. If any notice is given or consent requested pursuant to this Article X and the Mortgagee does not respond within thirty (30) days of such notice, then such Mortgagee shall be deemed to have approved such notice or requested consent. Section 6. FHA -VA Approvals. Provided that there are then Class B memberships of the Association outstanding, neither the Members, the Board of Directors nor the Association shall, by act or omission, take any of the following actions without the prior written consent or approval of the Federal Housing Administration or the Veterans Administration, should any Lot be encumbered by a deed of trust guaranteed by the VA or FHA, as the circumstances may require: (a) make any annexation or additions of additional Property other than that described in Exhibit "B"; JACENTEA506.720edaration 9.7.04.doc Page 29 Y^� Z- (b) abandon, partition, dedicate, subdivide, encumber, sell or transfer any of the Common Area directly or indirectly owned by the Association; provided, however, that the granting of boundary line adjustments, rights -of -way, easements and the like for public utilities or for other purposes consistent with the use of the Common Area by the Members of the Association shall not be considered a transfer within the meaning of this Section, or (c) abandon or terminate this Declaration; or (d) modify or amend any material provisions of this Declaration, the Bylaws or the Articles of Incorporation of the Association; or (e) merge or consolidate the Association with any other entity or sell, lease, exchange or otherwise transfer all or substantially all of the assets of the Association in any other entity. ARTICLE XI Insurance and Casualtv Losses Section 1. Insurance. The Association's Board of Directors or its duly authorized agent shall have the authority to and shall obtain insurance for all insurable improvements on the Common Area. This insurance shall be in an amount sufficient to cover the full replacement cost of any repair or reconstruction in the event of damage or destruction from any such hazard. The Board shall also obtain a public liability policy covering the Common Area, the Association and its Members for all damage or injury caused by the negligence of the Association or any of its Members or agents, and if reasonably available, directors' and officers' liability insurance, and fidelity bond coverage in an amount not less than three (3) months regular Annual Assessments due from Class A Members plus the Association's reserves for all officers or employees of the Association having fiscal responsibility for and direct access to Association funds. The public liability policy shall have at least a Five Hundred Thousand ($500,000.00) Dollar per person limit as respects bodily injury, a One Million ($1,000,000.00) Dollar limit per occurrence, and a Two Hundred Fifty Thousand ($250,000.00) Dollar minimum property damage limit. Premiums for all insurance on the Common Area shall be common expenses of the Association; premiums for insurance provided to other associations shall be charged to those associations. The policy may contain a reasonable deductible, and the amount thereof shall be added to the face amount of the policy in determining whether the insurance at least equals the full replacement cost. Cost_ of insurance coverage obtained for the Common Area shall be included in the Annual Assessments, as defined in Article IV, Section 1. All such insurance coverage obtained by the Board of Directors shall be written in the name of the Association as Trustee for the respective benefited parties, as further JACENTEM506.7210edaration 9.7.04_doc Page 30 identified in (b) below. Such insurance shall be governed by the provisions hereinafter set forth: (a) All policies shall be written with a company licensed to do business in Virginia and holding a rating of XI or better in the Financial Category as established by A.M. Best Company, Inc., if available and, if not available, the most nearly equivalent rating. (b) All policies on the Common Area shall be for the benefit of the Owners and their Mortgagees as their interests may appear. (c) Exclusive authority to adjust losses under policies in force on the Common Area obtained by the Association shall be vested in the Association's Board of Directors; provided, however, that no Mortgagee having an interest in such losses may be prohibited from participating in the settlement negotiations, if any, related thereto. (d) In no event shall the insurance coverage obtained and maintained by the Association's Board of Directors hereunder be brought into contribution with insurance purchased by individual Owners, occupants, or their Mortgagees and the insurance carried by the Association shall be primary. (e) All casualty insurance policies shall have an agreed amount endorsement with an annual review by one or more qualified persons, at least one of whom must be in the real estate industry and familiar with construction in the geographical area where the Property is located. (f) The Association's Board of Directors shall be required to make every reasonable effort to secure insurance policies that will provide for the following: (i) A waiver of subrogation by the insurer as to any claims against the Association's Board of Directors, its Manager, the Owners and their respective tenants, servants, agents and guests; (ii) A waiver by the insurer of its rights to repair, and reconstruct instead of paying cash; (iii) That no policy may be canceled, invalidated or suspended on account of any one or more individual Owners; (iv) That no policy may be canceled, invalidated or suspended on account of the conduct of any director, officer or employee of the Association or its duly authorized Manager without prior demand in writing delivered to the Association to cure the defect and the allowance of a reasonable time thereafter within which the defect may be cured by the Association, its Manager, any Owner or mortgagee; JACENTEM506.720edaraGon 9.7.04.doc Page 31 (v) That any "other insurance" clause in any policy exclude individual Owners' policies from consideration. Section 2. No Partition. Except as is permitted in the Declaration, there shall be no physical partition of the Common Area or any part thereof, nor shall any person acquiring any interest in the Property or any part thereof seek any such judicial partition until the happening of the conditions set forth in Article XI, Section 4 of this Article in the case of damage or destruction, or unless the Property has been removed from the provisions of this Declaration. This Section shall not be construed to prohibit the Board of Directors from acquiring and disposing of tangible personal property nor from acquiring title to real property which may or may not be subject to this Declaration. Section 3. Disbursement of Proceeds. Proceeds of insurance policies shall be disbursed as follows: (a) If the damage or destruction for which the proceeds are paid is to be repaired or reconstructed, the proceeds, or such portion thereof as may be required for such purpose, shall be disbursed in payment of such repairs or reconstruction as hereinafter provided. Any proceeds remaining after defraying such costs of repairs or reconstruction to the Common Area or, in the event no repair or reconstruction is made., after making such settlement as is necessary and appropriate with the affected Owner or Owners, if any Dwelling Unit is involved and their Mortgagee(s) as their interests may appear, shall be retained by and for the benefit of the Association. This is a covenant for the benefit of any Mortgagee of a Dwelling Unit and may be enforced by such Mortgagee. (b) If it is determined as provided for in Section 4 of this Article that the damage or destruction to the Common Area for which the proceeds are paid shall not be repaired or reconstructed, such proceeds shall be disbursed in the manner as provided for excess proceeds in Section 3(a) of this Article. Section 4. Damage and Destruction. (a) Immediately after the damage or destruction by fire or other casualty to all or any part of the Property covered by insurance written in the name of the Association, the Board of Directors or its duly authorized agent shall proceed with the filing and adjustment of all claims arising under such insurance and obtain reliable and detailed estimates of the cost of repair or reconstruction of the damaged or destroyed property. Repair or reconstruction as used in this paragraph means repairing or restoring the property to substantially the same condition in which it existed prior to the fire or other casualty. (b) Any damage or destruction to the Common Area shall be repaired or reconstructed unless at least seventy-five percent (75%) of the total vote of the Members of the Association shall decide within sixty (60) days after the casualty not to repair or reconstruct. If for any reason either the amount of the insurance proceeds to be I CENTM506.720edaration 9.7.04.doc Page 32 paid as a result of such damage or destruction, or reliable and detailed estimates of the cost, repair or reconstruction, or both, are not made available to the Association within said period, then the period shall be extended until such information shall be made available; provided, however, that such extension shall not exceed sixty (60) days. No Mortgagee shall have the right to participate in the determination of whether the Common Area damage or destruction shall be repaired or reconstructed. (c) In the event that it should be determined by the Association in the manner described above that the damage or destruction of the Common Area shall not be repaired or reconstructed and no alternative improvements are authorized, then and in that event the Property shall be restored to its natural state and maintained as an undeveloped portion of the Common Area by the Association in a neat and attractive condition. Section 5. Repair and Reconstruction. If the damage or destruction for which the insurance proceeds are paid is to be repaired or reconstructed, and such proceeds are not sufficient to defray the cost thereof, the Board of Directors shall, without the necessity of a vote of the Association's Members, levy a Special Assessment against all Owners. Additional assessments may be made in like manner at any time during or following the completion of any repair or reconstruction. If the funds available from insurance exceed the cost of repair, such excess shall be deposited to the benefit of the Association. ARTICLE XII Condemnation Whenever all or any part of the Common Area shall be taken (or conveyed in lieu of and under threat of condemnation by the Board acting on its behalf or on the written direction of all Owners subject to the taking, if any,) by any authority having the power of condemnation or eminent domain, each Owner shall be entitled to notice thereof and to participate in the proceedings incident thereto unless otherwise prohibited by law. The award made for such taking shall be payable to the Association as Trustee for all Owners to be disbursed as follows: If the taking involves a portion of the Common Area on which improvements have been constructed, then, unless within sixty (60) days after such taking the Developer and at least seventy-five percent (75%) of the Class A Members of the Association shall otherwise agree, the Association shall restore or replace such improvements so taken on the remaining land included in the Common Area to the extent lands are available therefore, in accordance with plans approved by the Board of Directors of the Association. If such improvements are to be repaired or restored, the above provisions in Article V hereof regarding the disbursement of funds in respect to casualty damage or destruction which is to be repaired shall apply. If the taking does not involve any improvements on the Common Area, or if there is a decision made not to repair or restore, or if there are net funds remaining after any such restoration or replacement is completed, then such award JACENTEM506.7210edaraGon 9.7.04.doc Page 33 or net funds shall be disbursed to the Association and used for such purposes as the Board of Directors of the Association shall determine. ARTICLE XIII Amendment Section 1. Amendment. Subject to the other limitations set forth in this Declaration, this Declaration may be amended by an instrument approved by a vote of not less than two-thirds (2/3) of the Members at a duly convened meeting of the Members. The amendment instrument shall be recorded among the land records for the jurisdiction in which this Declaration is recorded. Unless a later date is specified in any such instrument, any amendment to this Declaration shall become effective on the date of recording. Section 2. Developer Amendments. Notwithstanding anything to the contrary herein contained, the Developer reserves the right to amend this Declaration without the consent of any Members, or any other persons claiming an interest in the Property or the Association if such amendment is necessary to (i) bring this Declaration into compliance with any rule, regulation or requirement of any secondary mortgage agency, or the County of Frederick, Virginia; (ii) make non -material or corrective changes; (iii) reflect the relocation of boundary lines between the Common Area.and any Lots or among any Lots, provided however that an approved resubdivision of the affected property is properly recorded; (iv) add all or any portion of the land described in Exhibit "B" hereto, or otherwise pursuant to Article VI I. ARTICLE XIV General Provisions Section 1. Duration. The covenants and restrictions of this Declaration shall run with and bind the land for a term of twenty (20) years from the date this Declaration is recorded, after which time they shall be automatically extended for successive periods of twenty (20) years unless amended or terminated as provided in this Article. Section 2. Enforcement. The Association, or any Owner, shall have the right to enforce, by proceeding at law or in equity, all restrictions, conditions, covenants, reservations, liens and charges now or hereafter imposed by the provisions of this Declaration. Failure by the Association or by any Owner to enforce any covenants or restrictions herein contained shall in no event be deemed a waiver of the right to do so thereafter. The provisions of this Section shall be in addition to and not in limitation of any rights or remedies provided in other Sections of this Declaration. Section 3. Severability. Invalidation of any one of these covenants or restrictions by judgment or court order shall in no way affect any other provisions hereof which provisions shall remain in full force and effect. JACENTEX1506.720edara6on 9.7.04.doc Page 34 Section 4. Construction. The Board of Directors shall have the right to construe the provisions of this Declaration, and, in the absence of an adjudication by a court of competent jurisdiction to the contrary, such construction shall be final and binding as to all persons and entities benefited or bound by the provisions of this Declaration. Section 5. Invalidity. The determination by a court of competent jurisdiction that any provision of this Declaration is invalid for any reason shall not affect the validity of any other provision hereof. Section 6. Headings. The headings of the Articles and Sections of this Declaration are for convenience only and shall not affect the meaning or construction of the contents of this Declaration. Section 7. Gender. Throughout this Declaration, the masculine gender shall be deemed to include the feminine and neuter, and the singular, the plural, and vice versa. Section 8. Termination. The Owners of Lots shall not dissolve or disband the Association, nor shall the Association dispose of any Common Area by sale, or otherwise, to any entity other than an organization conceived and organized to own and maintain the Common Area without first offering to dedicate the same to the jurisdiction in which the Property is located, or such other appropriate governmental agency. Termination of the Association shall be according to the provisions of the Articles of Incorporation. SIGNATURE PAGE FOLLOWS J_10ENTEM506.7210eclaration 9.7.04.doc Page 35 WITNESS THE FOLLOWING SIGNATURE: CENTEX HOMES, a Nevada General Partnership By: Centex Real Estate Corporation, Its Managing General Partner By:_� — Name: _ Title: _)iyis;m �'PSido�,f COMMONWEALTH OF VIRGINIA COUNTY OF FOv&V : to -wit The foregoing instrument was acknowledged before me this q, day of.;, 2004, by �er� rS . Cb�, 1�, �, S �b-, P/'�.5.'d�, �- „o'• - of Centex Real Estate Corporation, managing General Partner of CENTEX HO[tJI�S::' C3 Nota ubli = My Commission Expires:( gdgA JACENTEMN.721Dedara6on 9.7.04.doc Page 36 EXHIBIT A c-� Lots 1 through 53, and an Open Space Parcel containing 2.5247 acres, PHASE TWO, WAKELAND MANOR, as duly dedicated, platted and recorded in a Deed of Subdivision recorded in Instrument Number 030026748, among the land records of Frederick County, Virginia. AND Lots 54 through 102, and Parcels B & C, and an additional Open Space Parcel containing 0.57436 acres, PHASE THREE, WAKELAND MANOR, as duly dedicated, platted and recorded in a Deed of Subdivision recorded in Instrument Number 040017089, among the land records of Frederick County, Virginia. 921 Lots 103 through 137, and Parcels D & E, PHASE FOUR, WAKELAND MANOR, as duly dedicated, platted and recorded in a Deed of Subdivision recorded in Instrument Number 040017090, among the land records of Frederick County, Virginia. JACENTEX,506.720edaration 9.7.04.doc Page 37 EXHIBIT B December 5, 2003 =� Wakeland Manor r` BC Proj. # 03032.02 Page 1 of 10 p� FoR�`,E�EY Being a portion of the properties now in the name of Ralph M. and Rex L. Wakeman, trustees for the Wakeland Manor Land Trust as acquired in Deed Book 776 at Page 685 among the land records of Frederick County, Virginia and being more particularly described hereafter in four (4) parts as Areas 1, 2, 3, and 4; AREA 1 Beginning for the same at a Rebar found being a Northerly corner to the land of Centex Homes as recorded in Instrument Number 030018342, said point also being the common Easterly corner of Lots 112 and 113 as delineated on a plat of subdivision entitled Wakeland Manor, Phase 1 as recorded in Deed Book 756 at Page 482, thence leaving said point, binding and running with the Easterly lines of said Phase 1 the following three (3) courses and distances; 1) North 22' 28' 04" East 667.63 feet to a Iron pipe set; thence, 2) North 57' 28' 04" East 720.78 feet to a Rebar found; thence, 3) North 2° 29' 51" East 316.01 feet to a Rebar found on the Southerly line of the land of Frederick County Sanitation Authority as recorded in Deed Book 583 at Page 320; thence leaving said Phase 1, binding and running with the Southerly lines of said Sanitation Authority the following four (4) courses and distances; 4) North 83' 43' 09" East 25.00 feet to a Iron pipe set; thence, 5) South 80' 54' 01" East 311.73 feet to a Iron pipe set, thence, 6) North 82' 47' 39" East 335.13 feet to a Iron pipe set; thence, December 5, 2003_, Wakeland Manor . BC Proj. # 03032.02 Page 2 of 10 7) North 7° 30' 57" East 19.20 feet to a point lying on the Southerly line of the land of Winchester-Artrip Limited Partnership as recorded in Deed Book 713 at Page 417, thence binding and running with the Southerly line of said Winchester-Artrip; 8) 'South 59' 36' 39" East 99.87 feet to a Iron pipe set; thence continuing with the Southerly boundary of Winchester-Artrip and also the the Southerly line of the land of Jasbo, Inc. as recorded in Deed Book 935 at Page 1531; 9) North 83' 23' 07" East 1,392.50 feet to a point; thence continuing with another parcel of land of Jasbo, Inc. as also recorded in Deed Book 935 at Page 1531 and also with Parcel G as delineated on a plat of subdivision entitled Canter Estates, Section Three, Phase 2 as recorded in Instrument Number 030007906; 10) South 44° 33' 48" East 1,121.15 feet to a point; thence continuing with the Westerly line of said Parcel G and also with the Westerly lines of Canter Estates, Section Three, Phase 1, Canter Estates Section Two, and Canter Estates Section One all being recorded among the land records of Frederick County, Virginia; 11) South 27° 13' 55" West 2,703.14 feet to a Iron pipe set being the Northeasterly corner of Lot 1 as delineated on a plat of subdivision entitled Macedonia Acres as recorded in Deed Book 239 at Page 217; thence binding and running with the Northerly and Westerly lines of said subdivision the following two (2) courses and distances; 12) North 82° 50' 18" West 2,132.80 feet to a Iron pipe set; thence, 13) South 37° 48' 42" West 481.08 feet to a Iron pipe set being approximately 30 feet in and distant Northerly of the field located centerline of the existing pavement of Macedonia Church Road, old Route 642 thence running along the Northerly side of said Road approximately 30 feet Northerly of said centerline the following two (2) courses and distances; 14) North 63° 39' 37" West 828.94 feet to a Iron pipe set; thence, Z December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 3 of 10 15) 50.93 feet along the arc of a curve deflecting to the Ieft and having a radius of 730.52 feet and a chord bearing and distance of North 65' 40' 10" West 50.92 feet to a point being a corner of the land of the aforementioned Centex Homes; thence binding and running with the outlines of said land the following 35 courses and distances; 16) North 22' 58' 37" West 42.74 feet to a point; thence, 17)10.22 feet along the arc of a curve deflecting to the right and having a radius of 41.00 feet and a chord bearing and distance of North 11' 15' 32" East 10.19 feet to a point; thence, 18) North 18' 23' 56" East 73.05 feet to a point; thence, 19) 6.16 feet along the arc of a curve deflecting to the right and having a radius of 27.00 feet and a chord bearing and distance of North 24' 55' 58" East 6.14 feet to a point; thence, 20) North 63' 23' 56" East 28.56 feet to a point; thence, 21) 6.16 feet along the arc of a curve deflecting to the right and having a radius of 27.00 feet and a chord bearing and distance of South 78° 08' 06" East 6.14 feet to a point; thence, 22) South 71' 36' 04" East 9.00 feet to a point; thence, 23) North 18' 23' 56" East 48.00 feet to a point, thence, 24) North 71' 36' 04" West 11.56 feet to a point; thence, 25) 4.62 feet along the arc of a curve deflecting to the right and having a radius of 27.00 feet and a chord bearing and distance of North 66' 41' 55" West 4.61 feet to a point; thence, 26) North 29' 35' 18" West 29.01 feet to a point, thence, 27) 3.54 feet along the arc of a curve deflecting'to the right and having a radius of 26.00 feet and a chord bearing and distance of North 8° 31' 34" East 3.54 feet to a point, thence, CD December 5, 2003 Wakeland Manor L' BC Proj. # 03032.02 Page 4 of 10 28)103.46 feet along the arc of a curve deflecting to the left and having a radius of 427.00 feet and a chord bearing and distance of North 5" 29' 00" East 103.20 feet to a point; thence, 29) 7.14 feet along the arc of a curve deflecting to the right and having a radius of 41.00 feet and a chord bearing and distance of North 3° 32' 04" East 7.14 feet to a point, thence, 30) North 35' 3721" East 37.35 feet to a point, thence, 31) 7.14 feet along the arc of a curve deflecting to the right and having a radius of 41.00 feet and a chord bearing and distance of North 67" 42' 38" East 7.14 feet to a point; thence, 32) 217.29 feet along the arc of a curve deflecting to the left and having a radius of 329.00 feet and a chord bearing and distance of North 53° 46' 55" East 213.36 feet to a point, thence, 33) 83.53 feet along the arc of a curve deflecting to the right and having a radius of 773.00 feet and a chord bearing and distance of North 37' 57' 25" East 83.49 feet to a point; thence, 34) South 59" 46' 00" East 431.07 feet to a point; thence, 35) South 87' 39' 09" East 43.56 feet to a point; thence, 36) North 37' 31' 27" East 118.84 feet to a point; thence, 37) 220.38 feet along the arc of a curve deflecting to the right and having a radius of 1,773.00 feet and a chord bearing and distance of South 47° 48' 12" East 220.24 feet to a point; thence, 38) South 44' 14' 33" East 63.10 feet to a point; thence, 39) 54.98 feet along the arc of a curve deflecting to the right and having a radius of 35.00 feet and a chord bearing and distance of South 0" 45' 27" West 49.50 feet to a point, thence, 40) North 45' 45' 27" East 77.14 feet to a point, thence, December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 5 of 10 41) 417.44 feet along the arc of a curve deflecting to the left and having a radius of 1,200.00 feet and a chord bearing and distance of North 35° 4731" East 415.33 feet to a point; thence, 42) North 25" 49' 35" East 238.40 feet to a point; thence, 43) North 64° 10' 25" West 205.23 feet to a point; thence, 44) North 46" 21' 01" West 179.85 feet to a point; thence, 45) North 50' 44' 52" West 76.67 feet to a point; thence, 46) North 64' 09' 42" West 164.11 feet to a point, thence, 47) 56.77 feet along the arc of a curve deflecting to the left and having a radius of 329.00 feet and a chord bearing and distance of North 32' 52' 05" East 56.70 feet to a point; thence, 48) North 62' 04' 30" West 54.00 feet to a point; thence, 49) 39.12 feet along the arc of a curve deflecting to the right and having a radius of 275.00 feet and a chord bearing and distance of South 32' 00' 02" West 39.09 feet to a point; thence, 50) North 31° 37' 57" West 380.70 feet to the point of beginning, containing 207.34657 acres of land. AREA 2 Beginning for the same at a PK nail set being the Southeasterly corner of Lot 109 as delineated on a plat of subdivision entitled Wakeland Manor Section F-1 as recorded in Deed Book 641 at Page 401, thence leaving said point, binding and running with the Easterly and Southerly lines of said Section F-1 the following five (5) courses and distances; 1) North 15' 41' 04" East 359.31 feet to a Iron pipe set; thence, 2) North 74' 18' 56" West 50.00 feet to a Iron pipe set; thence, December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 6 of 10 3) North 15° 41' 04" East 375.01 feet to a Iron pipe set; thence, 4) 144.37 feet along the arc of a curve deflecting to the right and having a radius of 527.62 feet and a chord bearing and distance of North 23° 31' 25" East 143.92 feet to a Iron pipe set; thence, 5) South 68" 00' 51" East 150.11 feet to a Iron pipe set being the Southeasterly corner of Lot 77 of said Section F-1 and also lying on the Westerly line of the land of Centex Homes as acquired in Instrument Number 030018342; thence leaving said Lot 77, binding and running with the land of Centex Homes the following 23 courses and distances; 6) South 23' 06' 38" West 43.33 feet to a point; thence, 7) South 66° 53' 22" East 601.64 feet to a point; thence, 8) 131.84 feet along the arc of a curve deflecting to the left and having a radius of 827.00 feet and a chord bearing and distance of South 39' 25' 41" West 131.70 feet to a point; thence, 9) 257.64 feet along the arc of a curve deflecting to the right and having a radius of 280.85 feet and a chord bearing and distance of South 61' 08' 31" West 248.71 feet to a point; thence, 10) North 31° 37' 26" West 5.12 feet to a point; thence, 11) South 88' 50' 30" West 8.72 feet to a point, thence, 12) South 29° 18' 26" West 5.12 feet to a point; thence, 13) 25.43 feet along the arc of a curve deflecting to the right and having a radius of 280.85 feet and a chord bearing and distance of North 87' 08' 41" West 25.43 feet to a point; thence, 14)1.23 feet along the arc of a curve deflecting to the left and having a radius of 326.00 feet and a chord bearing and distance of North 84* 39' 28" West 1.23 feet to a point; thence, 15) South 5° 14' 03" West 48.00 feet to a point, thence, December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 7of10 16) 3.39 feet along the arc of a curve deflecting to the right and having a radius of 278.00 feet and a chord bearing and distance of South 84' 24' 59" East 3.39 feet to a point; thence, 17)10.79 feet along the arc of a curve deflecting to the left and having a radius of 326.00 feet and a chord bearing and distance of South 85' 00' 53" East 10.79 feet to a point; thence, 18) 4.64 feet along the arc of a curve deflecting to the right and having a radius of 41.00 feet and a chord bearing and distance of South 82' 43' 09" East 4.64 feet to a point, thence, 19) South 52' 22' 45" East 37.35 feet to a point; thence, 20)18.21 feet along the arc of a curve deflecting to the right and having a radius of 41.00 feet and a chord bearing and distance of South 12' 33' 44" East 18.06 feet to a point; thence, 21) 93.32 feet along the arc of a curve deflecting to the right and having a radius of 373.00 feet and a chord bearing and distance of South 7° 19' 32" West 93.08 feet to a point; thence, 22) South 74' 56' 07" West 5.15 feet to a point; thence, 23) South 15° 33' 52" West 8.70 feet to a point; thence, 24) South 43' 48' 23" East 5.15 feet to a point; thence, 25)11.48 feet along the arc of a curve deflecting to the right and having a radius of 373.00 feet and a chord bearing and distance of South 17' 31' 03" West 11.48 feet to a point; thence, 26) South 18' 23' 56" West 126.84 feet to a point, thence, 27)10.24 feet along the arc of a curve deflecting to the right and having a radius of 41.00 feet and a chord bearing and distance of South 25' 33' 02" West 10.21 feet to a point; thence, CD CD December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 8 of 10 28) South 59" 47' S3" West 44.25 feet to a point being approximately 30 feet in and distant Northerly of the field located centerline of the existing pavement of Macedonia Church Road, old Route 642, thence running along the Northerly side of said Road approximately 30 feet Northerly of said centerline the following two (2) courses and distances, 29) 90.97 feet along the arc of a curve deflecting to the left and having a radius of 730.53 feet and a chord bearing and distance of North 80* 11' 17" West 90.91 feet to a Iron pipe set, thence, 30) North 83' 45' 33" West 400.29 feet to the point of beginning, containing 10.39511 acres of land. AREA 3 Beginning for the same at a PK nail set being the Southeasterly corner of Lot 109 as delineated on a plat of subdivision entitled Wakeland Manor Section F-1 as recorded in Deed Book 641 at Page 401; thence leaving said point and running along the Northerly side of Macedonia Church Road, Old Route 642 approximately 30 feet from the field located centerline of existing pavement the following three (3) courses and distances, 1) South 83' 45' 33" East 400.29 feet to a Iron pipe set; thence, 2) 256.07 feet along the arc of a curve deflecting to the right and having a radius of 730.52 feet and a chord bearing and distance of South 73' 42' 50" East 254.76 feet to a Iron pipe set; thence, 3) South 630 39' 37" East 828.94 feet to a Iron pipe set lying on the Westerly line of Lot 22 as delineated on a plat of subdivision entitled Macedonia Acres as recorded in Deed Book 239 at Page 217 and also known as Parcel A as delineated on a plat of resubdivision as recorded in Deed Book 551 at Page 453; thence binding and running with said Westerly line and beyond, L.. December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 9 of 10 4) South 37' 48' 42" West 31.86 feet to a point lying on the centerline of existing pavement of said Macedonia Church Road as field located; thence binding and running with said centerline of existing pavement the following three (3) courses and distances, 5) North 63' 35' 33" West 801.00 feet to a point; thence, 6) 287.24 feet along the arc of a curve deflecting to the left and having a radius of 825.00 feet and a chord bearing and distance of North 73' 34' 00" West 285.79 feet to a point; thence, 7) North 83° 32' 27" West 384.45 feet to a point, thence leaving said centerline, 8) North 15" 41' 04" East 28.65 feet to the point of beginning, containing 1.03188 acres of land. AREA 4 Beginning for the same at a Iron pipe set being the Northwesterly corner of Lot 43 as delineated on a plat of subdivision entitled "Wakeland Manor Section E" as recorded in Deed Book 484 at Page 177, said point also lying on the Southeasterly line of Lot 42A as recorded in Deed Book 756 at Page 647, thence binding and running with said Southeasterly line of Lot 92A and also with the Southeasterly line of a plat of subdivision entitled Lakewood Manor, Section III as recorded in Deed Book 621 at Page 820 and also with Sections VI, VII, and VIII of said Lakewood Manor as recorded in Deed Book 675 at Pages 607, 631, and 657 the following three (3) courses and distances; 1) North 41° 46' 53" East 719.61 feet to a point; thence, 2) North 45" 50' 13" East 398.45 feet to a Rebar found; thence, 3) North 39' 43' 33" East 779.85 feet to a Rebar found being the Northeasterly corner of Lot 116 of the aforementioned Lakewood Manor, Section VIII, said point also lying on the Southwesterly line of the land of Winchester-Artrip Limited Partnership as recorded in Deed Book 713 at Page 417; thE!nce binding and running with the Southwesterly line of the land of Winchester-Artrip Limited Partnership; December 5, 2003 Wakeland Manor BC Proj. # 03032.02 Page 10 of 10 4) South 59° 38' 13" East 627.30 feet to a Iron pipe set being the Northerly corner of the land of Frederick County Sanitation Authority as recorded in Deed Book 583 at Page 320; thence leaving the land of Winchester- Artrip, binding and running with the Northwesterly lines of the land of Frederick County Sanitation Authority the following two (2) courses and distances, 5) South 60' 50' 19" West 700.00 feet to a Iron pipe set; thence, 6) South 2' 42' 06" East 594.38 feet to a Rebar found being a Northwesterly corner of Lot 132 as delineated on a plat of subdivision entitled Wakeland Manor, Phase I as recorded in Deed Book 756 at Page 482; thence binding and running with the Northwesterly lines of said Phase I the following three (3) courses and distances, 7) South 6' 48' 15" East 79.38 feet to a Rebar found; thence, 8) South 70' 48' 08" West 328.86 feet to a Rebar found; thence, 9) South 36' 31' 52" West 211.83 feet to a Rebar found on the Northerly line of Lot 89 as delineated on a plat of subdivision entitled Wakeland Manor, Section F-1 as recorded in Deed Book 641 at Page 401; thence binding and running with the Northerly lines of said Section F-1 and also with the Northerly lines of the aforementioned Section E of said Wakeland Manor the following three (3) courses and distances, 10) North 53' 28' 18" West 262.07 feet to a Iron pipe set; thence, 11) South 88' 49' 26" West 527.78 feet to a Iron pipe set; thence, 12) North 48' 23' 22" West 75.15 feet to the point of beginning, containing 24.30145 acres of land for a total of Areas 1, 2, 3, and 4 of 243.07502 acres of land. Title report issued by First American Title Insurance Company with a commitmet No. W0204245TFD and dated June 24, 2003 at 8:00 am. V:\ PROJECC\_2003\03032\Sure\ Documents\03032mbd.doc VIRGINIA- FREDERICK COUNTY. SCT. This instrument of writing was produced to me on _.® o ; at and with certificate of acknowledgement thereto annexed was admitted to record. Tax imposed by Sec. 58.1-802 of S --- # , and 58.1-801 have been paid, if assessable COMMONWEALTH OF VIRGINIA STATE CORPORATION COMMISSION AT RICHMOND, SEPTEMBER_23, 2004 The State Corporation Commission has found the accompanying articles submitted on behalf of Wakeland Manor Homeowners Association, Inc. to comply with the requirements of law, and confirms payment of all required fees. Therefore, it is ORDERED that this CERTIFICATE OF AMENDMENT he is-%ii-o anri admitted to record iNith ttio artio!-s of a!i-:m Mc---.rt, in tbn Office of the Chrk Of the Commission, effective September 23, 2004. The corporation is granted the authority conferred on it by law in accordance with the articles, subject to the conditions and restrictions imposed by law. STATE CORPORATION COMMISSION By �I " . Commissioner 04-09-21-3003 AMENACPT CISO436 AMENDED AND RESTATED ARTICLES OF INCORPORATION OF WAKELAND MANOR HOMEOWNERS ASSOCIATION. INC. The directors of Wakeland Manor Homeowners Association, Inc. (the "Association") pursuant to Section 13.1-889, Code of Virginia, have recommended the Articles of Incorporation filed as of November 20, 2003 be amended and restated in its entirety. The following Amended and Restated Articles of Incorporation (sometimes referred to hereinafter as the "Articles") were adopted at a meeting of the board of directors by an affirmative vote of all of the directors of the Association, there being no Members in existence as of the date of these Amended and Restated Articles of Incorporation. ARTICLE I Definitions The words in these Articles which begin with capital letters (other than words which would be normally capitalized) shall have the meanings assigned to them in the Declaration of Covenants, Conditions, Restrictions and Reservation of Easements for Wakeland Manor. ARTICLE II Name of Corporation The name of the Corporation is Wakeland Manor Homeowners Association, Inc., hereinafter called the "Association." ARTICLE III Registered Office The initial registered office of the Association is located at cto Walsh, Colucci, Lubeley, Emrich & Terpak, P.C., 2200 Clarendon Blvd., Suite 1300, Arlington, Virginia 22201, which is in the County of Arlington. ARTICLE IV Registered Agent William A. Fogarty, who is a resident of the Commonwealth of Virginia, a member of the Virginia State Bar and whose business address is cto Walsh, Colucci, Lubeley, Emrich & Terpak, P.C., 2200 Clarendon Blvd., Suite 1300, Arlington, Virginia 22201, is hereby appointed the initial registered agent of this Association. JACENTEX1506.721AMENOED & RESTATED ARTICLES.DOC Page 1 ARTICLE V Powers and Purposes The Association does not contemplate pecuniary gain or profit to the Members and no part of the net earnings of the Association shall inure to the benefit of any Member or individual except through the acquisition, management, maintenance or care of Common Area or through the rebate of any excess membership dues, fees or assessments. The purpose or purposes for which the Association is organized are (i) to provide for the acquisition, management, maintenance and care of the Common Area, (ii) at its option to obtain, manage and maintain services for the Property, or sections thereof, and (iii) to take other acts or actions which would promote the health, safety or welfare of the Owners and Residents. For this purpose, the Association shall have the power and authority to: (a) Exercise all of the powers and privileges and perform all of the duties and obligations of the Association as set forth in the Declaration of Covenants, Conditions, Restrictions and Reservation of Easements, hereinafter called the "Declaration", applicable to the Property and recorded or to be recorded among the Land Records of Frederick County, Virginia, and as the same may be amended from time to time as therein provided, said Declaration being incorporated herein as if set forth at length and made a part hereof; (b) Fix, levy, collect and enforce payment by any lawful means, of all charges or assessments pursuant to the terms of the Declaration; to pay all expenses in connection therewith, including all office expenses, licenses, taxes or governmental charges levied or imposed against the property of the Association and all other expenses incident to the conduct of the business of the Association; (C) Acquire (by gift, purchase or otherwise), own, hold, improve, build upon, operate, maintain, convey, sell, lease, transfer, dedicate for public use or otherwise dispose of real or personal property in connection with the affairs incurred; (d) Borrow money with the assent of more than two-thirds (2/3) of the Class A Members present at a meeting at which a quorum is present, mortgage, pledge, deed in trust, or hypothecate any or all of the real or personal property owned by the Association as security for money borrowed or debts incurred; (e) Convey, sell or transfer all or any part of the Common Area to any entity, public agency, authority or utility for such purposes and subject to such conditions as may be agreed to by the Board of Directors; (f) Participate in mergers and consolidations with other non-profit corporations organized for the same purposes or annex additional residential property and Common Area, provided that any such merger, consolidation or annexation shall have the assent of more than two-thirds (2/3) of each class of members, unless the Declaration or Bylaws provides otherwise; (g) Dedicate easements or rights of way over the Common Area; (h) Have and exercise any and all powers, rights and privileges which a non -stock, non-profit corporation organized under the laws of the Commonwealth of Virginia by law may now or hereafter have or exercise. J_\CENTEX\506.72\AMENDED & RESTATED ARTICLES.DOC Page 2 ARTICLE VI Classes of Members The Association shall have the following classes of members: Class A. Class A Members shall be all Owners of Lots (with the exception of the Developer as provided in subparagraph (b) of Article VII hereof.) A Person shall automatically become a Class A Member upon his becoming an Owner of a Lot, and shall remain a Class A Member for so long as he is an Owner of a Lot. Class B. The Class B Member shall be the Developer. ARTICLE VII Voting Rights of Members (a) Each Class A Member shall be entitled to one (1) vote on each matter submitted to the Members for each Lot owned by such Class A Member which is not Exempt Property. Any Class A Member who is in violation of the Declaration, as determined by the Board of Directors in accordance with the provisions thereof and regulations established thereunder, shall not be entitled to vote during any period in which such violation continues. If a Lot shall be owned by more than one (1) Owner, such Owners shall be deemed to constitute a single Class A Member as to such Lot and shall collectively be entitled to a single vote for such Lot as to each matter properly submitted to the Members. (b) The Class B Member shall be initially entitled to five thousand seven hundred and ninety (5,790) votes. This number shall be decreased by ten (10) votes for each Class A vote existing at any one time. The Class B membership shall cease and be converted to a Class A membership upon the happening of the following events, whichever occurs earliest: total Class B votes; (i) When the total outstanding Class A votes equal or exceed the (ii) December 31, 2023; or (iii) Such earlier time as Developer in its sole discretion, determines. (c) Notwithstanding the foregoing, after the Development Period has ended, in the event the Developer wishes to annex any additional properties, Class B membership shall be revised with respect to all Lots owned by the Developer on the annexed property. Class B membership shall cease and be converted to Class A membership on the happening of either of the following events, which ever occurs first: (i) When the total votes outstanding in the Class A memberships in the annexed property equal the total votes outstanding in the Class B membership in such annexed property, or (ii) Ten (10) years from the date of recordation of the final deed of dedication or any supplemental declaration for the last portion of such annexed property. J:ICENTEXk506.72WMENDED & RESTATED ARTICLES.DOC Page 3 (d) Any vote of the Members shall be taken without regard to class of membership except in those instances requiring the affirmative vote or approval of each class of membership in accordance with the Declaration, these Articles of Incorporation or the Bylaws of the Association. ARTICLE Vlll Board of Directors The affairs of this Association shall be managed by the Board of Directors consisting of not fewer than three (3) Directors and not more than seven (7) Directors. The initial Board shall consist of three (3) Directors appointed by the Developer_ At the first annual meeting of the Association after Class B membership terminates, the Board of Directors may be expanded to consist of no more than seven (7) Directors. Until the Class B membership and the Class B voting rights expire, the Board shall consist of Directors appointed by the Developer. Thereafter, all Directors shall be elected by the Members_ The initial Board of Directors shall consist of three (3) members. The names and addresses of the persons who are to initially act in the capacity of Directors until the selection of their successors are: David Rettew c/o Centex Homes 14121 Parke Long Court Chantilly, Virginia, 20151 Amy B. Polk c/o Centex Homes 14121 Parke Long Court Chantilly, Virginia, 20151 Joseph H. Ricketts III c/o Centex Homes 14121 Parke Long Court Chantilly, Virginia, 20151 ARTICLE IX Dissolution The Association shall exist in perpetuity unless dissolved as provided herein. The Association may be dissolved at an Annual or Special Meeting by the vote of two- thirds (2/3) of the Members of each Class as provided in Section 13.1-902, Code of Virginia, 1950, as amended. Written notice of such proposed action shall be sent to all Members not less than twenty-five (25) nor more than fifty (50) days prior to a meeting called for such purpose. Upon dissolution of the Association, other than incident to a merger or consolidation, the assets both real and personal of the Association shall not be disposed of to any entity other than a J.ICENTEM506.721AMENDED & RESTATED ARTICLES_DOC Page 4 nonprofit organization conceived and organized to own and maintain such assets, or to a local government agency. ARTICLE X Amendments Amendment of these Articles shall require the affirmative vote of two-thirds (2/3) of the entire membership. Any such amendment shall require the affirmative vote of the Developer during the Development Period. Notwithstanding anything to the contrary herein contained, the Class B member shall have the exclusive right to amend these Articles of Incorporation during the Development Period if such amendment is necessary to bring the Articles of Incorporation into compliance with any rule, regulation or requirement of the Federal Housing Administration ("FHA"), the Veterans Administration ("VA"), or any similar secondary mortgage institution, or Frederick County, Virginia. IN WITNESS WHEREOF, for the purpose of restating the Articles of Incorporation, under the laws of the State of Virginia, the undersigned, being the directors appointed pursu t to this document, have executed these Amended and Restated Articles of Incorporation this -, day of :._i ;: • , 2004. David Rettew, Director J_10ENTEX6W.72"ENDED & RESTATED ARTICLES.DOC Page 5 BYLAWS IN WAKELAND MANOR HOMEOWNERS ASSOCIATION, INC. ARTICLE I Definitions The words used hereinabove or hereafter in these Bylaws which begin with capital letters (other than words which would be normally capitalized) shall have the meanings assigned to them in Article I of the Declaration of Covenants, Conditions, Restrictions and Reservation of Easements for Wakeland Manor recorded among the land records of Frederick County, Virginia. ARTICLE Il Offices Section 1. The initial registered office shall be in the County of Fairfax in the Commonwealth of Virginia. The Association may also have offices at such places within the Commonwealth of Virginia as the Board of Directors may, from time to time, determine or the business of the Association may require. ARTICLE III Members Section 1. Voting Rights of Members. The Association shall have two (2) classes of members in accordance with the provisions of Article VI of the Articles of Incorporation of the Association. The rights, privileges and qualifications of each class of members shall be as set out in the Articles of Incorporation, the Declaration and as provided in these Bylaws. Section 2. Annual Meetings. The Association shall hold an annual meeting of the Members each year within one (1) year from the date of incorporation and for the transaction of any business within the powers of the Association. Such annual meeting shall be held at a time to be designated by the Board of Directors from time to time. Any business of the Association may be transacted at an annual meeting without being specially designated in the notice of such meeting, except such business as is specifically required by statute, the Articles of Incorporation or the Declaration to be stated in the notice. Any matter requiring the affirmative vote of more than a majority of the Class A Members present at a meeting shall be designated in the notice of such meeting. Failure to hold an annual meeting at the designated time shall not, however, invalidate the corporate existence or affect otherwise valid corporate acts. JACENTEX1506.721Bylaws 7.29.04.doc Page 1 Section 3. Special Meetings. At any time in the interval between annual meetings, special meetings of the Members may be called by the President, the Board of Directors, the Class B Member or by Class A Members having twenty percent (20%) of the votes entitled to be cast by the Class A Members at such meeting. Section 4. Place of Meetings. All meetings shall be held at the registered office of the Association, or at such other place within the Commonwealth of Virginia as is designated by the Board of Directors from time to time. Section 5. Notice of Meetings. (a) Written notice stating the place, day and hour of the annual meeting of the Members and, in case of a special meeting, the purpose or purposes for which the meeting is called, shall be delivered not less than fifteen (15) no more than sixty (60) days before the date of the meeting (except as a different time is specified below) either personally or by mail, to each Member entitled to vote at such meeting. If mailed, such notice shall be deemed to be delivered when deposited in the United States mail addressed to the Member at his address as it appears on the records of the Association, with postage thereon prepaid. In lieu of delivering notice as above, the Association may publish such notice at least once a week for two successive calendar weeks in a newspaper having a general circulation in the city or county in which the registered office is located, the first publication to be not more than sixty (60) days and the second not less than seven (7) days before the date of the meeting. If notice of the meeting is so published, a notice of the meeting shall also be posted at not less than three (3) conspicuous locations on the Property. (b) Notice of a Members' meeting to act on an amendment of the Articles of Incorporation or a plan or merger or consolidation shall be delivered or published and posted in the manner required by the laws of the Commonwealth of Virginia. Such laws currently require such notice not less than fifteen (15) nor more than sixty (60) days before the date of the meeting. (c) Notwithstanding the foregoing provision, a waiver of notice in writing, signed by the Member or Members entitled to such notice, whether before or after the holding of the meeting, shall be equivalent to the giving of such notice to such Member(s). A Member who attends a meeting shall be deemed to have had timely and proper notice of the meeting unless he attends for the express purpose of objecting because the meeting is not lawfully called or convened. Section 6. Quorum. Unless otherwise provided in the Articles of Incorporation or the Declaration, at any meeting of Members the presence in person or by proxy of Members entitled to cast twenty-five percent (25%) of all of the votes entitled to be cast by the Members shall constitute a quorum. This section shall not affect any requirement under statute, the Declaration or under the Articles of Incorporation of the Association for the vote necessary for the adoption of any measure. In the absence of a quorum, without regard to class, the Members present in person or by proxy, by majority vote taken and without notice other than by announcement, may adjourn the meeting from time to time JACENTEM506.72\Bylaws 7.29.04.doc Page 2 until a quorum shall attend. In addition, at such a meeting where a quorum of Members is not present, the Members present in person or by proxy by majority vote taken without notice other than by announcement, may call a further meeting of Members, and at such further meeting the percentages of votes required to constitute a quorum shall each be reduced to one-half (1/2) of the percentage specified above and by proxy. The Members present may take any action, including, without limitation, the election of directors, which might have been taken at the original meeting had a sufficient number of members been present. Section 7. Votes Required. A majority of the votes cast by the Members without regard to class at a meeting of Members duly called and at which a quorum is present shall be sufficient to take or authorize action upon any matter which may properly come before the meeting, except as otherwise required by the laws of the Commonwealth of Virginia, the Declaration or the Articles of Incorporation. The Declaration requires the affirmative vote of more than a majority of each class of members in certain instances. Section 8. Proxy Voting. A vote may be cast in person or by proxy. A proxy may be instructed (directing the proxy how to vote) or uninstructed (leaving how to vote to the proxy's discretion). Such proxies may be granted by any Owner in favor of only another Owner, a member of the Board of Directors, the Developer, the Managing Agent or such Owner's Mortgagee, or additionally in the case of a non-resident Owner, the Owner's lessee, attorney or rental agent. No person other than the Managing Agent or a member of the Board of Directors shall cast votes as a proxy for more than one Lot not owned by such person. There are no restrictions on the number of uninstructed proxy ballots which can be cast by a member of the Board of Directors or the Managing Agent. Proxies shall be duly executed in writing, shall be witnessed, shall contain the full name and address of the witness, shall be dated, shall be signed by a person having authority at the time of the execution thereof to execute deeds on behalf of that person, shall be valid only for the particular meeting designated therein and any continuation thereof, and must be filed with the Secretary. Such proxy shall be deemed revoked only upon actual receipt by the person presiding over the meeting of notice of revocation from any of the persons owning such unit. Except with respect to proxies in favor of a lessee or Mortgagee, no proxy shall in any event be valid for a period in excess of one hundred and eighty (180) days after the execution thereof. Section 9. Alternative Voting Procedures. Notwithstanding any other provision of these Bylaws, to the extent permitted by the laws of Virginia, any vote to be taken of the Members upon a stated proposal or for the election of directors may be taken by mail, and the number of votes necessary for passage of the proposal or election as a director shall be the same as if the vote were taken at a meeting. Section 10. Fixing of Record Date. For the purpose of determining the Members entitled to notice of, or to vote at any annual or special meeting of the Members, or any adjournment thereof, or in order to make a determination of the Members for any other proper purpose, the Board of Directors may fix in advance a date as the record date for any such determination of Members such date in any case to be not more than sixty (60) JACENTEM506.721Bylaws 7.29.04.doc Page 3 days and not less than ten (10) days prior to the date on which the particular action requiring such determination of Members is to be taken. If no record date is fixed for the determination of Members entitled to notice or to vote at a meeting of Members, the date on which notice of the meeting is mailed shall be the record date for such determination of Members. When a determination of Members entitled to vote at any meeting of Members has been made as provided in this Section, such determination shall apply to any adjournment thereof. ARTICLE IV Board of Directors Section 1. Powers. The business and affairs of the Association shall be managed by the Board of Directors. The Board of Directors may exercise all the powers of the Association, except such as are, by the laws of Virginia, the Articles of Incorporation, the Declaration or these Bylaws, conferred upon or reserved to the Members. The Board of Directors shall have the power to: (a) adopt and publish rules and regulations governing the use of the Lots and Common Area, and the personal conduct of the Members and their guest thereon, and to establish penalties for the infraction thereof in accordance with the Virginia Property Owners Association Act; (b) suspend a Member's voting rights and/or right to use the Common Area (other than streets and roadways and utility services) during any period in which such Member is in default in the payment of any assessment levied by the Association. Such rights may also be suspended, after notice and hearing, for a period not to exceed sixty (60) days for an infraction of published rules and regulations; (c) declare the office of a member of the Board of Directors to be vacant in the event such member shall be absent from three (3) consecutive regular meetings of the Board of Directors; and (d) employ a manager, an independent contractor, or such other employees and contractors as they deem necessary, and to prescribe their duties. appropriate. (e) appoint and disband such committees as the Board deems (f) adopt an annual budget for the operation of the Association. JACENTEM506.72\Bylaws 7.29.04.doc Page 4 Section 2. Duties. It shall be the duties of the Board of Directors to: (a) cause to be kept a complete record of all its acts and corporate affairs and to present a statement thereof to the Members at the annual meeting of the Members, or at any special meeting when such statement is requested in writing by Class A Members who are entitled to cast one-fourth (1/4) of the outstanding votes; (b) supervise all officers, agents and employees of this Association, and to see that their duties are properly performed; (c) as more fully provided in the Declaration, to: (i) the amount of the Annual General Assessment levied against the Class A Members at least thirty (30) days in advance of each annual assessment period; (ii) determine the Services Assessment levied against the Lots or section of the Property requiring or benefiting from such services; (iii) send written notice of each assessment to every Member subject thereto. (d) issue, or to cause an appropriate officer to issue, upon demand by any person, a certificate setting forth whether or not any assessment has been paid. A reasonable charge may be made by the Board for the issuance of these certificates. If a certificate states an assessment has been paid, such certificate shall be conclusive evidence of such payment; (e) procure and maintain adequate liability and hazard insurance on Common Area; (f) cause all officers or employees and Managing Agents having fiscal responsibilities to be bonded in an amount which shall not be less than the sum of three (3) month's assessments on all Lots in the Association, plus the Association's reserve funds. (g) cause the Common Area to be maintained; and (h) appoint a Covenants Committee as provided in the Declaration and approve or disapprove its recommendations. Section 3. Number and Composition of Board. The number of initial directors is three (3). At the first annual meeting of the Association after Class B membership terminates, the Board of Directors may expanded to consist of at least three (3) but no more than seven (7) Directors all of which shall be elected by the Members. Until the Class B membership and the Class B voting rights expire, the Board shall consist of Directors appointed by the Class B Member. Thereafter, all Directors shall be elected. JACENTEX\506.72\By1aws 7.29.04.doc Page 5 Section 4. Qualifications of Directors. All Directors shall be Lot Owners or spouses of Lot Owners, Mortgagees (or designees of Mortgagees) or designees of the Developer. Section 5. Appointed Directors. Appointed Directors shall be appointed by the Developer and shall serve one year terms or until their successor is appointed. Such appointed Directors may be reappointed and they need not be members of the Association. The Developer shall appoint three (3) Directors until such time as the Class B membership expires. Section 6. Elected Directors. At the first annual meeting following the termination of Class B membership, Directors shall be elected for staggered terms. Section 7. Vacancies and Removal. Any Director may be removed from the Board with or without cause, by a majority vote of the Members of the Association. Any Director who misses three (3) consecutive meetings of the Board of Directors shall be removed from the Board of Directors at its option. In the event of death, resignation or removal of a director, his successor shall be selected by the remaining members of the Board of Directors and shall serve for the unexpired term of his predecessor, subject to removal, however, by vote of the Members of the Association. Notwithstanding the foregoing, none of the Directors appointed by the Developer shall be removed without the prior written consent of the Developer. Section 8. Compensation. No Director shall receive compensation from the Association for any service he may render to the Association as a Director. However, any Director may be reimbursed for his actual expenses incurred in the performance of his duties. Section 9. Action by the Board of Directors. (a) Regular Meetings. Except as permitted by this Section, all actions, matters or resolutions approved or disapproved by the Board of Directors shall be by vote of the Directors taken at a regular meeting. Regular meetings of the Board of Directors shall be held monthly without notice. (b) Emergency Meetings or Action by the Board of Directors. In the event of an emergency (as determined by a majority consent of the Board of Directors) requiring immediate action by the Board of Directors, the Board of Directors may act by means of a conference telephone or similar communication equipment by means of which all persons participating in the meeting can hear each other and participation by such means shall constitute presence in person at such meeting. Such meetings may be called by the President of the Association or by a majority of the Directors. (c) Time and Place of Meeting. Each meeting of the Board of Directors shall be held at such time and at such place within the Commonwealth of Virginia as the person or persons calling the meeting may designate or at such other place outside the State of Virginia as may be agreed upon by all of the Directors. JACENTEX\506.7216y1aws 7.29.04.doc Page 6 (d) Action Without a Meeting. To the extent permitted by the laws of Virginia, the Directors shall have the right to take any action in the absence of a meeting which they could take at a meeting by obtaining the written approval of all the Directors. Any action so approved shall have the same effect as though taken at a meeting of the Directors. Section 10. Quorum. A majority of the Directors shall constitute a quorum for the transaction of business. ARTICLE V Officers and Their Duties Section 1. Enumeration of Officers. The officers of this Association shall be a President, who shall be a Director, a Vice President, a Secretary, and a Treasurer, and such other officers .and assistant officers as may from time to time be deemed necessary by the Board of Directors. Any two or more offices may be held by the same person except the offices of President and Secretary. Section 2. Election of Officers. The election of officers shall take place at the first meeting of the Board of Directors following each annual meeting of the members. Section 3. Term. The officers of the Association shall be elected annually by the Board and each shall hold office for one (1) year until his successor is elected and qualified unless he shall sooner resign, or shall be removed, or otherwise disqualified to serve. Section 4. Special Appointments. Any officer may be removed from office with or without cause by the Board. Any officer may resign at any time by giving written notice to the Board, the President or the Secretary. Such resignation shall take effect on the date of receipt of such notice or at any later time specified therein, and unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. Section 5. Vacancies. A vacancy in any office may be filled by appointment by the Board. The officer appointed to such vacancy shall serve for the remainder of the term of the officer he replaces. Section 6. Duties of the President. The President shall be the chief operating officer of the Association, shall be available at all meetings of the Members and the Board of Directors, shall have general and active operating management of the business of the Association and shall see that all orders and resolutions of the Board of Directors are carried into effect. The President shall act as chairman at meetings of the Board of Directors. He shall execute bonds, mortgages, and other contracts requiring a seal, under the seal of the Association, except where required or permitted by law to be otherwise signed and executed and except where the signing and execution thereof shall be expressly delegated by the Board of Directors to some other officer or agent of the Association. The President shall have the power to act on behalf of the Board, within J:\CENTEX1506.721Bylaws 7.29.04.doc Page 7 limits, between meetings of the Board to take care of the normal and customary business of the Board or anything of an emergency nature. Section 7. Duties of the Vice President. I n the absence of the President or in the event of his inability or refusal to act, the Vice President (or in the event there be more than one vice president, the Vice Presidents in the order designated by the Directors, or in the absence of any designation, then in the order of their election) shall perform the duties of the President, and when so acting, shall have all the powers of and be subject to all the restrictions upon the President. The Vice President shall perform such other duties and have such other powers as the Board of Directors may from time to time prescribe. Section 8. Duties of the Secretary and Assistant Secretaries. The Secretary shall attend all meetings of the Board of Directors and all meetings of the Members and shall record or cause to be recorded all the proceedings of the meetings of the Association and of the Board of Directors in a book to be kept for that purpose. He shall give, or cause to be given, notice of all meetings of the Members and special meetings of the Board of Directors, and shall perform such other duties as may be prescribed by the Board of Directors or President, under whose supervision he shall be. He shall have custody of the corporate seal of the Association and he, or an Assistant Secretary, shall have authority to affix the same to any instrument requiring it and when so affixed, it may be attested by his signature or by the signature of such Assistant Secretary. The Board of Directors may give general authority to any other officer to affix the seal of the Association and to attest the affixing by his signature. The Assistant Secretary, or if there be more than one, the Assistant Secretaries in the order determined by the Board of Directors (or if there be no such determination, then in the order of their election), shall, in the absence of the Secretary or in the event of his inability of refusal to act, perform the duties and exercise the powers of the Secretary and shall perform such other duties and have such other powers as the Board of Directors may from time to time prescribe. Section 9. Duties of the Treasurer and Assistant Treasurers. The Treasurer shall have the custody of the Associations' funds and securities and shall keep or cause to be kept fully and accurate accounts of receipts and disbursements in books belonging to the Association and shall deposit all monies and other valuable effects in the name and to the credit of the Association in such depositories as may be designated by the Board of Directors. He shall disburse or cause to be disbursed the funds of the Association as may be ordered by the Board of Directors, taking proper vouchers for such disbursements, and shall render to the President and the Board of Directors, at its regular meetings, or when the Board of Directors so requires, an account of all his transactions as Treasurer and of the financial condition of the Association. The Treasurer shall cause an annual audit of the Association books to be made by a public accountant at the completion of each fiscal year, and shall prepare an annual budget and a statement of issuance and expenditures to be prescribed to the membership at its regular annual meeting and shall file a copy of each in the records of the Association. The Assistant Treasurer, or if there shall be more than one, the Assistant Treasurers in the order determined by the Board of Directors (or if there be no such determination, then in the order of their election), shall, in the absence of the Treasurer or in the event of his inability or refusal to act, perform the duties and have such JACENTEM506.721Bylaws 7.29.04.doc Page 8 other powers as the Board of Directors may from time to time prescribe. The Board may assign certain Treasurer duties described herein to the managing agent. ARTICLE VI Finance Section 1. Checks, Drafts, Etc. All checks, drafts, and orders for the payment of money, notes and other evidences of indebtedness, issued in the name of the Association, shall be signed as provided by resolution of the Board of Directors. Section 2. Fiscal Year. The fiscal year of the Association shall be the twelve calendar months period ending December 31 of each year, unless otherwise provided by the Board of Directors. Section 3. Carryover of Unused Funds. The Association shall not be obligated to spend in any calendar year all the sums collected in such year and may carry forward, as surplus, any balance remaining; nor shall the Association be obligated to apply any such surpluses to the reduction of the amount of the assessments in the succeeding year, but may carry forward from year to year such surplus as the Board of Directors in its absolute discretion may determine to be desirable for the greater financial security of the Corporation and the effectuation of its purposes. Section 4. Annual Audit. The Board of Directors shall cause an annual audit of the Association books to be made by a independent certified public accountant at the end of every fiscal year. Such audit shall be available to all Members and Mortgagees within 120 days of the fiscal year end. ARTICLE VI Miscellaneous Section 1. Books and Records. The books, records and papers of the Association (pursuant to the Virginia Property Owners Association Act) shall at all times, during reasonable business hours, be subject to inspection by any Member. The Declaration, the Articles of Incorporation and the Bylaws of the Association shall be available for inspection by any Member at the principal office of the Association, where copies may be purchased at reasonable cost. Section 2. Seal. The Board of Directors may provide a suitable seal, bearing the name of the Association which shall be in the charge of the Secretary. The Board of Directors may authorize one or more duplicate seals and provide for the custody thereof. Section 3. Indemnification. The members of the Board of Directors and officers of the Association shall not be personally liable to the Association, Owners or others for any mistake or judgment or for any acts or omissions made in good faith acting as such Board members or officers individually or collectively. Each member of the Board of JACENTEX\506.72\Bylaws 7.29.04.doc Page 9 Directors and each officer shall be indemnified by the Association against all expenses and liabilities, including attorneys' fees, reasonably incurred by or imposed upon him in connection with any proceeding to which he may be a party, or in which he may become involved, or any settlement thereof, by reason of his being or having been a member of the Board of Directors or an officer of the Association, whether or not he is a member of the Board of Directors or an officer at the time such expenses are incurred, except in such cases wherein the member of the Board of Directors or officer is adjudged guilty or willful misfeasance or malfeasance in the performance of his duties; provided that in the event of a settlement, the indemnification shall apply only when the Board of Directors approves such settlement and reimbursement as being in the best interests of the Association. Section 4. Amendments. Any and all provisions of these Bylaws may be altered or repealed and new Bylaws may be adopted at any annual meeting of the Members, or at any special meeting called for that purpose by a majority vote of the Members; provided, however, no amendment or change shall be effective without the consent of the Class B Member during the Development Period. Amendment of the Bylaws is subject to specific provisions contained in the Articles of Incorporation and the Declaration. While there is Class B membership, the Federal Housing Agency and Veterans Administration have the right to veto material amendments to the Bylaws. Section 5. Consistency of Articles of Incorporation and Bylaws. These Bylaws shall be construed and interpreted in a manner which is consistent with the terms and provisions of the Articles of Incorporation and the Declaration. The terms and provisions of the Articles of Incorporation and the Declaration shall be controlling over any inconsistent provision contained in these Bylaws. ARTICLE VIII Management Section 1. Management Agent. The Board of Directors shall employ for the Association a management agent or manager (the "Management Agent") at a rate of compensation established by the Board of Directors, which rate shall be a rate which is ordinary, reasonable, and customary for such services, to perform such duties and services as the Board of Directors shall from time to time authorize in writing. Any management agreement entered into by the Association shall provide, inter alia, that such agreement may be terminated for cause by either party upon thirty (30) days written notice thereof to the other party and without cause upon ninety (90) days' written notice to the other party. The term of any such management agreement shall not exceed three (3) years; provided, however, that the term of any such management agreement may be renewable by mutual agreement of the parties for successive one-year periods. Section 2. Provided that any Lot subject to these Bylaws is then encumbered by a deed of trust or mortgage which is insured by the Federal Housing Administration ("FHA"), or guaranteed by the Veterans Administration ("VA"), and, provided further, that FHA and/or VA standards and regulations prohibit self -management of the Association, then no JACENTEX\506.721Bylaws 7.29.04.doc Page 10 such self -management shall be undertaken by the Association without the prior written consent and approval of FHA or VA, as well as the Mortgagees. ARTICLE IX Rights of Mortgagees Section 1. Written notice of meetings of the Members shall be delivered in accordance with Article III, Section 3.05 to all Mortgagees who file a written request with the Secretary. Section 2. Upon written request to the Secretary, the books and records of the Association, pursuant to Section 55-510, Code of Virginia, 1950 as amended, shall be available for examination by a Mortgagee and its duly authorized agents or attorneys during normal business hours after reasonable notice and for purposes reasonably related to its interest. Section 3. Upon written request to the Secretary, a Mortgagee may obtain written notification of the lapse, cancellation or material modification of any insurance policy or fidelity bond maintained by the Unit Owners Association. Section 4. A Mortgagee shall be entitled to receive a copy of the budget and financial statement of the Association upon written request delivered to the Secretary. IN WITNESS WHEREOF, we being all of the initial Directors f Wakeland Manor Homeowners Association, Inc. have hereunto set our hands this �-Ir- day of 2004. WITNESS: David Rettew, Director 6L J3, &J�' Amy B. "• Director , 111, Director JACENTEX1506.721Bylaws 7.29.04.doc Page 11 CERTIFICATION I, the undersigned, do hereby certify: That I am the duly elected and acting secretary of Wakeland Manor Homeowners Association, Inc., a Virginia non -stock, non-profit corporation, and, That the foregoing Bylaws constitute the original Bylaws of said Associ ion, as duly adopted at a meeting of the Board of Directors hereof, held on the '11, day of 2004. S retary JACENTEM506.72\Bylaws 7.29.04.doc Page 12 Certificate of Insurance 369283 ACORDL CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 11/12/2007 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Harvey Insurance and Financial ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 14950 Washington St. - Ste. 200 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Haumarket, VA 20169 (703) 378-2886 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA:Nationwide Mutual Insurance Company WakeLand Manor Homeowners Association INSURER B: c/o CIVIC INSURERC: ' P.O. Box 10821 INSURER D: Chantilly, VA 20153 INSURERE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMBS A GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 X COMMERCIAL GENERAL LIABILITY N PREMISES Eaoxurence $ 50,000 CLAIMS MADE OCCUR MED EXP (Any one person) $ 5,000 PERSONAL& ADV INJURY $ 2,000,000 A X Medical Expenses ACP 2402793006 10/01/2007 10/01/2008 X Fire/Legal Liab. GENERAL AGGREGATE $ 2,000,000 A GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY PRO-JER LOC AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT (Ea accident) $ 2,000,000 BODILY INJURY (P-Peen) $ ALL OWNED AUTOS SCHEDULEDAUTOS ACP 2402793006 10/01/2007 10/01/2008 A A X HIREDAUTOS NON-OWNEDAUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Peraccident) $ GARAGE LIABILITY AUTO ONLY -FA ACCIDENT $ OTHERTHAN EAACC $ ANYAUTO $ AUTO ONLY: AGG A EXCESSIUMBRELLALIABILITY ACP CAF 2402793006 10/01/2007 10/01/2008 EACH OCCURRENCE $ X OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ COMPENSATION AND WC STAID- O R YLIjWORKERS EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ E.L. DISEASE- EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? If yyees. describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ OTHER A Fidelity Coverage IACP 2402793006 10/01/2007 10/01/2008 $250,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS VA 00000 licy olicy provides NO Dwelling or Residential Coverage. po lh a:41121OL31:4; LalIII 11 a:i Loan Number: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001/08) ©ACORD CORPORATION 1988 WAKELAND MANOR HOMEOWNERS ASSOCIATION POLICY RESOLUTION NO. 1 USE OF COMMON AREAS: RESERVED USE OF THE COMMUNITY CENTER FOR PRIVATE FUNCTIONS relating to Rules and Regulations for use and rental of the Community Center WHEREAS, Article 4, Section 1 of the Bylaws states that "The business and affairs of the Association shall be managed by the Board of Directors. The Board of Directors may exercise all of the powers of the Association, except such as are, by the laws of Virginia, the Articles of Incorporation, the Declaration or these Bylaws, conferred upon or reserved to the Members." WHEREAS, the Board deems it necessary and desirable to establish certain rules, procedures and guidelines for the reserved use of the Association's Community Center for private functions; NOW, THEREFORE, BE IT RESOLVED THAT the following Rules and Regulations for the use of the Community Center be adopted: I. FACILITIES AVAILABLE FOR RESERVED USE FOR PRIVATE FUNCTIONS The space available for use for private functions shall be limited to the large room of the Community Center, the kitchen, and the restroom facilities. Use privileges which are the subject of this resolution shall not include the office, the pool, and the bath house of the Community Center. Any unauthorized use of facilities or spaces which are not subject to a reserved use shall be deemed an infraction of the Rental Agreement for a reserved use and may subject the person who executed the Rental Agreement to the Association's enforcement procedures for a violation of the Association's Rules and Regulations. Smoking is not permitted in the facility. 11. ELIGIBLE USE In general, the Wakeland Manor Community Center shall be for the exclusive use of the Wakeland Manor Homeowners Association (Association), its members, residents, their guests, and invitees, through programs sponsored by the Association, for duly constituted Association committees, and other groups as may be called together by Association from time to time to participate in Association activities or to pursue Association business. Applicants for the use of the community Center must be current residents of the Association who are current in their monthly dues and in good standing. First priority for use of the Center will be given to the governing bodies of the Association, including the Board of Directors, Covenants Committee, and other Association committees with regularly scheduled meetings and/or functions. Otherwise, scheduling of the Center for Association approved events/activities shall be on a first -come first -served basis by the Association's managing agent. At times which do not conflict or interfere with activities sponsored by the Association, the Community Center may be reserved for private use by any Association member for the use of that member and his or her guests and invitees, so long as the reserving member is in good standing, ("good standing" is defined as being current with respect to assessment payments owed to the Association and having no outstanding violation of the rules and regulations of the Association) and so long as the member is in attendance during the reserved time for use of the Center. The Community Center is not conducive to more than one meeting/function at a time; therefore no two events will be held simultaneously. III. OCCUPANCY LIMITS Maximum permitted occupancy of the Center is _ persons in a setting where there are no tables, chairs, or other furniture or equipment occupying any floor space within the Center, a maximum of _ persons in a setting where there are chairs used, and a maximum of _ persons in a setting where there are tables and chairs being utilized. All use of the Center must conform with these occupancy limits. IV. PRE -USE AND POST -USE INSPECTIONS For all reserved uses of the Center, except by the Association's Board of Directors, duly constituted Association committees, and Association sponsored activities, there will be a pre -use inspection of the Center by the reserving member and a designated representative of the Association, and all Center defects within the space to be used will be noted on an inspection form. Following the reserved use of the Center, a post -use inspection will be conducted by a designated representative of the Association to ascertain if any new damage has been sustained by the Center as a result of the reserving member's use of the Center. The judgment of the Association's designated representative or the Association's managing agent in all such decisions is final, with the reserving member having a right to appeal a decision to the Association's Board of Directors. Association representatives authorized to conduct pre -use and post -use inspections shall include representatives of the Association's managing agent, Board of Directors, or any person authorized by the Board of Directors to perform such inspections. Failure to meet with the inspector at the time agreed upon by both parties without 24 hour cancellation notice will result in a $50.00 fee deducted from the security deposit. See EXHIBIT A for a copy of this inspection form. V. LIMITS ON TIMES OF USE All reserved uses of the Center must end and the Center vacated no later than 11:00 p.m. Sunday through Thursday evenings, and 12:00 am. of the morning following Friday and Saturday evenings. The official permitted hours of reserved use may be changed by the Board of Directors from time to time. In addition, the Association and its duly adopted and/or appointed committees have the authority to extend the hours of availability for Association sponsored events. The normal hours of availability of the Center for reserved use are listed below: Sunday through Thursday 7:00 am. - 11:00 p.m.* Friday and Saturday 7:00 am. - 12:00 am. (midnight)* *Reserved uses from 9:00 a.m. - 5:00 p.m. from Monday through Friday shall be at the discretion of the Management Agent in order to prevent interference with the business operations of the Association office The Center must be completely vacated and personal possessions removed within fifteen (15) minutes following the designated end time of the reserved time period. Failure to do so will result in a charge of $25.00. There.is a two (2) hour time period requirement between events to allow for proper inspection of the Center and its facilities by the designated Association representative before the next scheduled event or function. This requirement may be waived at the discretion of the Management Agent. PLEASE NOTE: The Center may not be available for rental use during major recognized holidays, including but not limited to Independence Day, Labor Day, Memorial Day, Thanksgiving Day, Christmas Eve, Christmas Day, New Years Eve, and New Years Day. Other special seasonal holidays (i.e. Halloween, etc.) are reserved for Association sponsored events if scheduled. VI. GENERAL CONDITIONS OF USE Any Association member wishing to reserve the Center for private use shall contact the managing agent to check availability for the requested date and time at least three (3) weeks and no more than six (6) months prior to the requested date. If the time slot is available, the managing agent will reserve the time slot and prepare and send an Association Community Center Rental Agreement (hereinafter "Agreement") application to the applicant to be completed, signed, and returned for approval. The Agreement is non -transferable. Such agreement shall be binding on the reserving member (hereinafter "Agreement Holder"). Only an Association member may enter into such agreement with the Association. Conditions of use are detailed below: A. Except where such fees are incidental to Association -sponsored activities, no admission fees nor any fund transfers which might be construed as admission fees whatsoever shall be collected for use of the Center by the Agreement Holder. B. Any event or activity intended to be attended by persons under 21 years of age shall be attended by a minimum of two adult chaperones over the age of twenty-one (21), one of whom must be a member of the Association, whose names and signatures will appear on the Association Community Center Rental Agreement application. Additional chaperons are required at a rate of one (1) Adult chaperon per ten (10) youths attending the event, or any portion thereof. As indicated in the Rental application the individuals whose names appear on the rental application must be present for the duration of the event. Absolutely no alcohol is permitted at such events. C. All Association chairs, tables, and equipment shall be returned to proper storage areas following each reserved use, and under no circumstances shall chairs, tables, or other equipment belonging to the Association be removed from the Center. D. If auxiliary lights, or sound equipment are contemplated for use during any of reserved time, the Association's managing agent shall be notified a maximum of three (3) days in advance. The managing agent reserves the right to conduct an inspection of the decorations or equipment to be used by a representative of the Frederick County Fire Department or by a licensed electrician. A fee to cover the cost of such inspection shall be levied against the Agreement Holder. E. Absolutely no objects such as nails, tacks, scotch tape, candles, or substances which cause permanent damage shall be placed on the walls, ceilings, or window surfaces. Any and all decorations shall be removed entirely immediately following the reserved use of the Center. Under no circumstances shall any group make any structural or electrical alterations in the Center, except by written permission from the Association Board of Directors. F. Paints, acids, and all other supplies and materials which present a clear damage potential are prohibited from the Center during times of reserved use. G. All refuse and personal property of the Applicant(s) and their guests and invitees shall be removed from the Center immediately following the reserved use of the Center. H. Each Agreement Holder shall be personally responsible for knowing the location of and proper use of the Center's fire extinguishers. I. A Frederick County noise ordinance prohibits loud noise which might disturb the surrounding community, and the Agreement Holder _ is required to adhere to the requirements of this ordinance. J. A designated Association representative may attend all events/fa actions in order to monitor compliance with the Agreement and Association rules and regulations and to close and secure the Center at the conclusion of a reserved use, as appropriate. K. The pool facility, bath house, and office are not included in the Rental Agreement. L. Smoking is not permitted in the facility. See EXIMIT B for a copy of the Rental Agreement form. VII. RESERVATION PROCEDURES Any Association resident wishing to reserve the Center for private use shall follow the procedures below: 1. Contact the managing agent to check availability for the requested date and time at least three (3) weeks but no more than six (6) months prior to the requested date. If the time slot is available, the managing agent will reserve the time slot and prepare and send a Association Community Center Rental Agreement application (hereinafter "Agreement") and a Rental Agreement Holder Responsibilities Acknowledgment (ENHHIBIT C) to the applicant. 2. The applicant shall sign the Agreement and Rental Agreement Holder Responsibilities Acknowledgment and return both documents, along with a check in the amount of $50.00, to the Association's managing agent within five (5) business days following the applicant's receipt of the documents. All payments shall be made in the form of a personal check, certified cashiers check or money order payable to the "Wakeland Manor Homeowners Association." The signed Agreement and the check should be mailed or delivered to the address of the managing agent indicated on the Agreement. The check shall be deposited in an Association bank account and shall be credited toward the required security deposit. Payment in cash is not permitted. 3. The managing agent will then send the applicant a copy of the Agreement confirming the reserved date and time. In the event of payment by personal check the reservation will not be confirmed until the check clears the Association's account. NOTE: The Center shall be officially reserved when the Agreement Holder has delivered to the Association's managing agent a signed Rental Agreement together with the appropriate security deposit payment and a payment in full for the appropriate rental fee and has received a copy of the Agreement confirming the reservation through signature of the managing agent's authorized representative. Personal checks for the payment of rental fees and the remainder of the security deposit must be received and deposited a minimum of ten (10) business days prior to the scheduled event. If the checks do not clear the applicant's bank due to insufficient funds or other reason, the event shall be canceled unless the applicant provides a money order or cashier's check in the appropriate amount. Such Agreement shall be binding on the reserving member (hereinafter "Agreement Holder"). VIII. SALE OF ALCOHOL Sale of alcohol in the Center is absolutely prohibited, both through the direct sale of beverages or through the charging of an admission fee for a function at which alcoholic beverages shall be served. (This restriction may be waived by the Board of Directors for Association sponsored activities. In such case, a one -day license must be obtained from the appropriate government agency which permits the sale of alcoholic beverages.) IX. FEES AND DEPOSITS AND THE PROCESSING OF FEES AND DEPOSITS Each Rental Agreement submitted to the Association for use of the Community Center shall be subject to review and approval by a contract reviewer. The Association Board of Directors shall appoint each contract reviewer from among Association members, staff of the Associatiods managing agent, or others as needs warrant. The Association reserves the right to review all requests for reserved use of the Center and may deny any request if such use is deemed to put the Center, its property, or guests at unusual risk, or if such use of the Center is deemed to be contrary to the best interests of the Association. A. ASSOCIATION SPONSORED AND SANCTIONED EVENTS • There is no charge for events sponsored, scheduled and conducted by the Association or one of its committees. • There is no charge for Association sanctioned events that have been approved, but not sponsored, by the Association and are open to all Association residents. However, the individual(s) requesting to sponsor the event is subject to the appropriate security deposit and reservation procedures which apply to non - Association sponsored events. B. RENTAL FEES The rental fee is designed to cover the cost of monthly cleaning (vacuuming, dusting, etc.), normal wear and tear, and the electric and water consumption resulting from the use of the facilities by residents. The rental fee also includes payment for the services of a person to provide monitoring and security services during a reserved use of the Center. All rental fee payments to the Association will be immediately deposited in an Association bank account. The Board of Directors may revise the rental fee from time to time. The rental fee for use of the Center shall be $50.00 per hour, with a two hour minimum charge. Members who rent the Center are responsible for removing all trash and personal property following the conclusion of a reserved use of the Center. An additional rental fee of $25.00 shall be charged for failure to vacate the premises at the end of the reserved time period. C. SECURITY DEPOSITS • Events where alcohol IS NOT present ................. $150.00 • Events where alcohol IS present...........................$300.00 Security deposits will be held by the managing agent pending the post -use inspection results. Refund of a security deposit amount shall be made within ten (10) business days following the date of reserved use, provided the Center premises, facilities, and equipment are left in satisfactory condition and no other Association rules or County ordinance have been violated. The refund of the deposit will be made payable to the first persods name appearing on the Agreement. The Board of Directors may revise the security deposit requirements from time to time. D. CANCELLATIONS If a function is canceled within ten (10) business days of the reserved use date, and an Agreement Holder has provided final payment of the security deposit and rental fee, a $50.00 administrative fee will be deducted from the applicable rental fee and/or security deposit which have been collected and the balance refunded. If a function is canceled mote than ten (10) business days of the reserved use date, and an Agreement Holder has provided final payment of the security deposit and rental fee, a $25.00 administrative fee will be deducted from the applicable rental fee and/or security deposit which have been collected and the balance refunded. E. HANDLING OF DEPOSITS IN THE EVENT OF DAMAGES/OTHER The Association shall reserve the right to deduct from the security deposit an amount necessary to cover any cost of cleanup, if warranted, and shall also deduct the costs of repairs or replacement of any property damaged during the use of the Center. If the security deposit does not fully cover these costs, the Agreement Holder shall be billed for the difference, and future use of any of the Association's facilities shall be denied until these costs are paid. Any Agreement Holder using the Center shall be responsible for any and all damages that occur due to his/her use of the Center. The billed costs will be considered a special assessment and, if not paid, could result in a lien being placed against the Agreement Holder's home. If the Agreement Holder fails to comply with any and all stipulations of the Rental Agreement or the Agreement Holder or any of his or her guests or invitees fail to comply with Association established policies, legal documents, or County ordinances, the Association, its Board of Directors, and its managing agent reserves the right to deduct any portion (or all) of the paid security deposit made by the Agreement Holder. In addition, further use of the Center may be denied for a period of time established by the Association's Board of Directors. Where warranted, the Association's managing agent shall make final determinations on total fees required of the Agreement Holder in cases of questions over the cancellation of a reserved use or any similar dispute related to fees owed by an Agreement Holder. In such event, further scheduling of the Center may be denied until all fees are paid. X. LIABILITY The Association, its Directors, agents, officers, and employees assume no responsibility for the personal property of anyone using the Center during times of reserved use. The Agreement Holder will remove all such property from the premises at the conclusion of the reserved use unless prior arrangements have been made with the Association's managing agent. The Agreement Holder and all users of the Center during a time of reserved use will be responsible for compliance and adherence to the Association's Declaration of Covenants and Bylaws, including all amendments thereto, the Rules and Regulations of the Association and all specifications of the Rental Agreement. It is understood that the Agreement Holder agrees to indemnify the Association, its Directors, officers, agents and employees, and save them harmless from and against any and all liability, damage, expense, cause of action, suits, claims or judgments arising from injury to persons or property occurring in or about the premises and upon the adjoining sidewalks, streets or ways which may arise from the Association's ownership of the premises, from any action or omission of the E Agreement Holder his/her agents, employees, invitees, or licensees, or from any cause whatsoever. M. EXHIBITS Subject to the approval of the Association's Board of Directors, the language of the Association Community Center Inspection form, the Community Center Rental Agreement, and the Rental Agreement Holder Responsibilities Acknowledgment may change from time to time as needs warrant. These documents are attached to this resolution as Exhibit A, B, and C respectively, and are hereby incorporated as a part of this resolution. The Board may approve language changes to these exhibits, provided that such changes do not alter the substantive provisions of this resolution. EXHIBIT A COMMUNITY CENTER RENTAL PRE AND POST INSPECTION FORM INVENTORY. ITEM NUMBER CONDITION Chairs Tables Trash Cans Coffee Makers Microwave Refrigerator Stove FACILITY INSPECTION CONDITION: ITEM PRE -USE CONDITION POST -USE CONDITION Floors Doors Windows Balconies Walls Kitchen/Bathrooms COMMENTS: Pre -Use Inspection Conducted By: Agreed Upon By Agreement Holder. Post -Use Inspection Conducted By: Date: Date: WAKELAND MANOR HOMEOWNERS ASSOCIATION COMMUNITY CENTER RENTAL AGREEMENT Permission is hereby requested by: Name: Address: Phone: to use the Wakeland Manor Community Center according to the following specifications: DATE OF ACTIVITY: RENTAL PERIOD (TD.1E): FROM UNTIL PURPOSE OF ACTIVITY: ANTICIPATED NUMBER OF PERSONS: (Not to exceed persons) ALCOHOLIC BEVERAGES TO BE PRESENT: YES or NO RENTAL FEE CHARGE: TOTAL RENTAL FEES: $ SECURITY DEPOSIT: $ LESS DEPOSIT RECEIVED:$ BALANCE DUE BY: $ �I /hour) PLEASE NOTE: If the signed agreement and checks (or alternative payment) in the amount due as shown above are not received by the managing agent by , this reservation and agreement will be canceled. The Wakeland Manor Homeowners Association (hereinafter referred to as the "Association') and the undersigned resident(s) (hereinafter referred to as the "Agreement Holder") hereby agree to the following terms and conditions of this Community Center Rental Agreement (hereinafter referred to as the "Agreement"): 1. The Agreement Holder and his/her guests will have exclusive use of the Community Center and its facilities during the Period described above. 2. The Agreement Holder hereby agrees to comply with all local and state laws, order, or governmental regulations and/or ordinances. The Agreement Holder also agrees to abide by the rules and regulations of the Association for the use of the Community Center, which are adopted from time to time, and the stipulations of this Agreement. The Association has the right to modify the rules and regulations from time to time and shall have no liability to the Agreement Holder for its enforcement or waiver of such rules and regulations. The Agreement Holder hereby agrees and certifies that he/she has received and reviewed a copy of Policy Resolution No. 1. 3. All personal property placed at the Community Center or elsewhere upon the Association's property shall be placed at the Agreement Holder's risk or at the risk of the person owning such property, and the Agreement Holder agrees to hold the Association harmless and without fault or liability for any loss or damage, direct or indirect, which occurs as a result of theft or damage to said property. 4. NO pets or animals shall be brought in the Community Center except those assisting the visually impaired. 5. The Agreement Holder agrees to be present thirty (30) minutes prior to the reserved time of this agreement to conduct a pre -use inspection of the Community Center and its facilities with the designated Association representative to note the condition of the facilities prior to commencement of the Rental Period. 6. The Agreement Holder understands and is aware that a designated Association representative may be present during the Rental Period to monitor compliance with this Agreement. 7. The Agreement Holder hereby agrees that the Community Center and its premises will be used only for the purpose indicated above and that any use contrary to such purpose may result in forfeiture of a portion or all of the security deposit paid by the Agreement Holder. 8. The Agreement Holder hereby agrees that the designated Association representative, at his/her discretion, may terminate the Rental Period at any point in time if he/she feels that the activities of the Agreement Holder or his/her guests or invitees are in violation of any of the Association's legal documents, rules and regulations or County ordinances, or if the activities are deemed contrary to the best interests of the Association. The designated Association representative may terminate the Rental Period if such activities are deemed to put the Center, its property, or the Agreement Holder or his/her guests or invitees at unusual risk. In such instances, no portion of the rental fee will be refunded. In addition, the security deposit will be held pending the decision of the Board of Directors as to the amount of any penalty, if any, to be deducted as a result of such activity. 9. The Agreement Holder hereby agrees to exercise due care in using the premises, and the Agreement Holder also agrees that the fiuniture, appliances, fixtures, and appurtenances are under his/her control, and therefore, the Association is not liable to the Agreement Holder, his/her guests, servants, or invitees for any damage whether to person or property caused by the failure of any plumbing, heating, sewage, electricity, water or gas systems or for failure of any other fixture. In addition, the Agreement Holder agrees to indemnify and hold the Association harmless and without fault or liability for any loss or damage, direct or indirect, which occurs during the Rental Period from either personal or property damage sustained by the Agreement Holder, his/her guests, invitees or servants. Moreover, the Agreement Holder shall indemnify the Association for any and all costs or expenses, including but not limited to attorneys fees, that are incurred by the Association arising out of any claim by it against the Agreement Holder, his/her guests, invitees, or servants. 10. The Agreement Holder hereby understands that emergencies should be reported immediately to: FIRST, to the Police or Fire/Rescue (as appropriate) by dialing 911. SECOND,to the designated Association representative for the f inction/event. THIRD, the Agreement Holder must complete an Incident Report documenting the emergency and/or accident. All accidents, no matter how small, should be logged and explained in detail on an Incident Report and the procedures followed that appear on the reverse side of the report form. 11. The Agreement Holder hereby acknowledges that this Rental Agreement cannot be assigned or transferred to another resident or homeowner of the Association. 12. The amount of the security deposit is $, a. The security deposit shall not be refunded unless the Agreement Holder gives the Association's managing agent written notification of his/her intention not to use the Community Center during the Reserved Period at least ten (10) business days prior to the Reserved Period. b. The security deposit shall be refunded only if the premises, furniture, appliances, fixtures and appurtenances are found, upon post -use inspection, to be in the same condition as at the commencement of the Rental Period as listed. on the pre -use inspection - ordinary wear and tear expected. C. The security deposit shall not be considered liquidated damages and the Agreement Holder hereby agrees that he/she shall be responsible for any and all damage in excess of the amount of the security deposit. d. The Agreement Holder may elect to have the facility cleaned by the Association's designated cleaning contractor by paying a $50.00 fee, which must be paid at the same time that payment is made for the rental fee and security deposit. If cleaning services exceeding $50.00 are required, that amount will be deducted from the security deposit. If the Agreement Holder elects to clean the facility and the facility is not restored to its pre -use condition, the Association will have the facility cleaned and deduct the cost from the security deposit. The Agreement Holder is responsible for removing all personal property at or before the designated end time of the reserved time period. The Agreement Holder must bag all trash and place trash in the kitchen for removal by the Association's cleaning contractor. e. The Agreement Holder agrees to vacate the Center and its premises at or before the designated end time of the reserved time period. Failure to do so will result in a charge of $25. Such charge will be deducted from the security deposit. The Rental Agreement is not an interest in real estate but an agreement for the use of the Premises. In the event that the Association breaches its obligations under this Rental Agreement, the parties hereto agree that the Association's liability for damages shall be limited to the amount of the Fee(s) paid and the Security Deposit paid. If more than one individual constitutes the Agreement Holder, the singular context will be construed to be plural whenever necessary, and the covenants of the Agreement Holder will be joint and several obligation of the individual members thereof. Agreement Holder(s): (SEAL) Date Signature Printed Name and Address: (SEAL) Date Signature Printed Name and Address: Wakeland Manor Homeowners Association Designated Representative or Managing Agent: Approved and Signed by: Date Name (Please Print): Title: =1�111tf1 WAKELAND MANOR COMMUNITY CENTER RENTAL AGREEMENT HOLDER RESPONSIBILITIES ACKNOWLEDGMENT 1. The Agreement Holder executing the Agreement must be in attendance at said activity and adhere to the hours on said Agreement. 2. All events/activities must end and the building and premises vacated after the end of the Rental Period. As a matter of courtesy to the community, please vacate the premises quietly. 3. There will be a pre -use inspection of the Center and the premises with the Agreement Holder and the designated Association representative. Upon entry, Agreement Holder should note any apparent vandalism or any cleanliness deficiencies on the inspection form. 4. Agreement Holder must not allow more than the maximum number of persons permitted by law to occupy the building during the Rental Period; and is responsible for the cost and consequence of any legal action initiated by the Association or Frederick County for violation of occupancy limits. 5. Except where such fees are incidental to Association -sponsored activities, no admission fees nor any fund transfers which might be construed as admission fees whatsoever shall be collected for use of the Center by the Agreement Holder. 6. Any event or activity intended to be attended by persons under 21 years of age shall be attended by a minimum of two adult chaperons over the age of twenty-one (21) one of whom must be a member of the Association whose names and signatures will appear on the Community Center Rental Agreement application. Additional chaperons are required at a rate of one (1) Adult chaperon per ten (10) youths attending the event, or any portion thereof. As indicated in the Rental application the individuals whose names appear on the rental application must be present for the duration of the event. Absolutely no alcohol is permitted at such events. 7. All Association chairs, tables, and equipment shall be returned to proper storage areas following each reserved use, and under no circumstances shall chairs, tables, or other equipment belonging to the Association be removed from the Center. 8. If auxiliary lights, or sound equipment are contemplated for use during any of reserved time, the Association's managing agent shall be notified three (3) days in advance. The managing agent reserves the right to conduct an inspection of the decorations or equipment to be used by a representative of the Frederick County Fire Department or by a licensed electrician. A fee to cover the cost of such inspection shall be levied against the Agreement Holder. 9. ABSOLUTELY no objects such as nails, tacks, scotch tape, candles, or substances which cause permanent damage shall be placed on the walls, ceilings, or window surfaces. Decorations shall be removed entirely immediately following the reserved use of the Center. Under no circumstances shall any group make any structural or electrical alterations in the Center, except by written permission from the Association's Board of Directors. 10. Paints, acids, and all other supplies and materials which present a clear damage potential are prohibited from the Center during times of reserved use. 11. All refuse and personal property of the Agreement Holder(s) and their guests and invitees shall be removed from the Center immediately following the reserve use of the Center. The Agreement Holder(s) are responsible for providing their own trash bags for the removal of refuse. 12. Each Agreement Holder shall be personally responsible for knowing the location of and proper use of the Center's fire extinguishers. 13. The Frederick County noise ordinance prohibits loud noise which may disturb residents of the community, and the Agreement Holder is required to adhere to the requirements of this ordinance. 14. The designated Association representative is required to attend all events/functions only in a manner to monitor compliance with the Agreement and Association rules and regulations. 15. The pool facility, office, and bath house are not included in the Rental Agreement. 16. The Center is a non-smoking facility. I UNDERSTAND THAT FAILURE TO COMPLY WITH ANY OR ALL OF THESE RULES MAY RESULT IN THE IMMEDIATE TERMINATION OF THE FUNCTION/EVENT, DENIAL OF FURTHER USE OF THE BUILDING, RELINQUISHMENT OF SECURITY DEPOSIT AND/OR OTHER FEES OR PENALTIES BEING IMPOSED BY THE ASSOCIATION AS APPROPRIATE. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE ABOVE AGREEMENT HOLDERS RESPONSIBILITIES. Agreement Holder(s): Date Signature Printed Name and Address: Date Signature Printed Name and Address: RESOLUTIONS ACTION RECORD Resolution Type Pertaining to: Duly adopted at a meeting of the Board of Directors of Motion by: ATTEST: FILE: Book of Minutes - 2005 Book of Resolutions: Policy Administrative Special General Resolution Effective, President Vice President Treasurer/Secretary President Book No. No._ Seconded by: Page No. Date held _ WAKELAND MANOR HOMEOWNERS ASSOCIATION ARCHITECTURAL STANDARDS AND GUIDELINES Revised May 2004 OBJECTIVES These Architectural Standards and Guidelines (ASG) are intended to provide additional information and detail regarding the external design, appearance and locations of improvements and structures on the property. The goal of the ASG is to preserve and enhance values and to maintain a harmonious relationship among structures, the natural vegetation and the topography of the property. AUTHORITY The authority and responsibility for maintaining the quality and design in Wakeland Manor is founded in the Declaration which is a part of the deed to every lot in Wakeland Manor. The intent of Covenant enforcement is to assure homeowners that the standards of design quality will be maintained consistently throughout the community. The Architectural Review and Covenants Committee (Covenants Committee) is appointed by the Board of Directors of the Association and is charged with reviewing and approving applications for improvements on the property and implementing and enforcing the ASG. It is important to understand that the Covenants Committee approval is not limited only to major alterations, such as adding a room, a garage, a fence or a deck. It also includes (but is not limited to) such additional items as changes in exterior color, changes to landscaping, modifications to materials, the installation of a storm door, etc. Approval is also required when an existing item is removed. Each application is reviewed on an individual basis. There are no "automatic" or administrative approvals, unless provided for specifically in these Design Standards. For example, a homeowner who wishes to construct a deck identical to one already approved by the Covenants Committee is still required to submit an application, and be approved prior to the start of construction. It is highly recommended that Homeowner's review the specific terms of the Article V, (Architectural Review and Covenants Committee) and Article VI, (General Restrictions on the Use of Lots and Improvements) of the recorded Declaration of Covenants, Conditions and Restrictions of the Association prior to submitting an application. NEW CONSTRUCTION, REPLACEMENTS AND IMPROVEMENTS The ASG apply not only to improvements contemplated by a homeowner to an existing home or lot; but also to an unimproved or vacant lot owned by an owner or entity, other than a builder under contract to the Developer or Declarant. [Builders under contract to the Developer or Declarant are exempt from this specific process, however no improvements made by these entities may be in conflict with these Design Standards.] New construction or replacement of homes or portions thereof must be of a comparable size, style and architecture as the adjacent homes; must use comparable construction materials as the adjacent homes; and must meet current Wakeland Manor Homeowners Association Design Standards. ARCHITECTURAL REVIEW AND COVENANTS COMMITTEE OVERALL REVIEW CRITERIA The Covenants Committee evaluates all submissions on the individual merits of the application; including the consideration of the characteristics of the housing type and the individual site; since what may be an acceptable design in one specific instance may not be for another. Design decisions made by the Covenants Committee in reviewing applications are not based on any individual's personal opinion or taste. Judgments of acceptable design are based on the following criteria which represent in more specific terms the general standards of the protective Covenants: Validity of Conceit -- The basic idea must be sound and appropriate to its surroundings. • Design Compatibility -- The proposed improvements must be compatible with the architectural characteristics of the appticanfs house, adjoining houses, and the neighborhood setting. Compatibility is defined as similarity in architectural style, quality of workmanship, use of like or similar building materials, color and construction details. • Location and Impact on Neighbors -- The proposed alteration should relate favorably to the landscape, the existing structure and the neighborhood. The primary concerns are access, view, sunlight, ventilation, and drainage. For example, fences may obstruct views, breezes, air flow or access to neighboring property, decks or larger additions may cause unwanted shadows on adjacent patios or infringe on a neighbor's privacy and view. As another example, an inappropriate "clutter" of play equipment, or an "ill -planned" landscape scheme may also affect existing neighbors. Scale -- The size (in three dimensions) of the proposed alteration should relate well to adjacent structures and its surroundings. For example, a large addition to a small house would likely be inappropriate. Color — Color may be used to soften or intensify visual impact. Parts of an addition that is similar in design to an existing house, such as roofs and trim must match in color, composition and design. • Materials — Continuity is established by used of the same or compatible materials as were used ion the original house. The options may be limited somewhat by the design and materials of the original house. For example, horizontal siding on the original house should be retained in an addition. On the other hand, an addition with horizontal siding may or may not be compatible with a brick house. Workmanship -- Workmanship is another standard which is applied to all exterior alterations. The quality of work should be equal to, or better than, that of the surrounding area. Poor practices can be visually objectionable. Wakeland Manor Homeowners Association assumes no responsibility for the safety or structural validity of new construction by virtue of an approved design. It is the responsibility of each applicant to obtain a Building Permit where required and comply with County, State and Federal codes and regulations where required Timing -- Projects which remain uncompleted for long periods of time are visually objectionable and can be a nuisance and safety hazard for neighbors and the community. All applications must include an estimated completion date. If such time period is considered unreasonable, the Covenants Committee may disapprove the application. Typically, projects must be commenced within six months of an approval; and completed within one year. AMENDMENTS TO THE ARCHITECTURAL STANDARDS AND GUIDELINES The ASG may be reviewed and amended from time to time. It is anticipated that changes will involve clarification rather than substantive modification of the existing standards and guidelines. The ASG may also be amended to reflect changed conditions or technology. Amendment procedures will require a public hearing of the members. Amendments shall be adopted, as were the original ASG, by the Board of Directors. APPLICATIONS Applications for alteration or improvements must be submitted on the approved the Wakeland Manor Homeowners Association form. The application forms require information that will assist the Covenants Committee in reviewing plans for your proposed alteration or improvement. Specific information is detailed below. Action on applications submitted without the required information will be delayed until all information is provided. The required application information includes the following: DESCRIPTION - The form requires a complete description of the alteration or improvement. This includes a complete listing of materials to be used. Overall dimensions, height off the ground as in the case of decks and porches. Colors of existing house, trim and roof colors; and colors of the proposed alteration or improvement. SITE PLAN - A site plan is a scaled drawing of your lot (plat) which shows dimensions of the property, adjacent properties if applicable, and all improvements including those covered by the application. Contour lines may be required where drainage is a consideration. A base for a site plan for single applications can be the plat plan provided to you when you purchased your home. More complex applications may require larger scale (ten (10) to twenty (20) feet to the inch scale enlargements of the plat plan of County approved development or site plans. DRAWINGS/PHOTOGRAPHS - Complete drawings showing all dimensions, elevations and details of the proposed improvement or alteration are required. Drawings should show the relation of the improvement or alteration in relation to the existing home. Drawings which are illegible take time to review, slow the process, and may be returned to the applicant for clarification. SIGNATURES - The applicant is required to sign the application form. In addition, the signatures of all adjoining or affected property owners are required on all applications. The signatures do not constitute approval or disapproval of the proposed project, rather they indicate that the adjoining property owners are aware that an alteration or improvement is contemplated. Applications received without signatures will not be reviewed. DESIGN STANDARDS AIR CONDITIONERS - Air conditioning units extending from windows or protruding from the existing structure are prohibited. Additional exterior air conditioning units which are typically installed on a level pad on the ground, or the relocation of existing units may be considered so long as they are placed near existing units and do not have an adverse audible or visible impact on adjoining lots or open spaces. ANTENNAS — Antennas and satellite dishes of a diameter of one meter or less are permitted on the property, however they must be installed on the least obtrusive and least visible location on the lot. Satellite dishes in excess or one meter will not be permitted. To comply with the Federal Telecommunications Act of 1996, prior approval of the Covenants Committee is not required for the installation of a satellite dish or antenna less than one meter in diameter. However, prior Notice of such an installation or planned installation is required. Prior Notice will allow the Covenants Committee to assist the homeowner in selecting the best possible location for the equipment, while complying with the requirement for the least visible and least obtrusive location. More specifically: Ground Mount: Should be located on a rear lot location. Where front or side yard locations are necessary, all equipment should be installed near other utility equipment; or among shrubbery. Roof Mount: Should be located on the rear of the roof, below any ridge pole or peak. If a front roof mount is necessary, all equipment should be installed to one side of the roof, rather than in the center; and equipment ma be required to be painted to match the roof (so long as warranties are not voided). Structure Mount: Should be located such that the equipment is adjacent to a chimney or other structure on the home; if on a deck, the equipment should be installed off to one side of the deck or adjacent to the house, if possible. Screening may be required ATTIC VENTILATORS - Attic ventilators may be considered painted to match the color of the roof (if roof mounted) or the color of the house siding or trim (if mounted on a gable end). Ventilators must be mounted on the least visible side of the peak so as to minimize their visibility from public areas and adjoining lots. BASKETBALL BACKBOARDS - High visibility and loud noise are among the concerns associated with siting of a basketball backboard The best siting provides enough room for a small basketball play area, and locates the backboard so as to be as inconspicuous as possible from the road and adjacent properties. The best siting also minimizes the amount of noise to adjacent neighbors, and minimizes possible damage resulting from playing to adjacent property landscaping. The only acceptable location for a basketball backboard is on the side of the driveway of a single family home. Backboards will not be permitted to be attached directly to the house. The backboard should be clear Plexiglas or gray. No brightly colored backboard tape should be used Black, dark green or white tape is acceptable. The pole may be permanent or portable. If the pole is permanent is must be painted black or dark green and must be permanently installed in the ground. CHIMNEYS — Full chimneys should be constructed of masonry or stone. Direct vent gas fireplaces may be permitted so long as the materials and colors used in construction match the existing house and designed as an architectural feature of the house. CLOTHESLINES - Clotheslines or similar apparatus for the exterior drying of clothes or bedding are not permitted. COMPOST BINS — Compost bins may be considered when they can be installed out of view of adjacent or adjoining lots. If a compost bin is desired, the use of a pre -manufactured compost bin, which is earth tone in color, is encouraged. Bins must be located to the rear of the property and must be fully screened from the street, open space and adjoining and affected neighbors. All active compost must be treated at all times to prevent odors from escaping. Failure to maintain a satisfactory compost bin and/or the point at which the compost becomes a public nuisance shall indicate an abandonment of the compost pile and violation of these Design Standards. DECKS - Decks provide for an extension of a home's living space. They may be designed to include bench seating areas, overhead timbers and trellises for shade and hanging plants, planter areas, and hot tubs with appropriate scale privacy screening. When deck design schemes include other exterior changes, such as fencing, lights, plantings, etc., other appropriate sections of the Design Standards should be consulted prior to application_ All decks must meet Frederick County building codes. • Location - Decks shall be located only in rear yards. • Size and Scale - Deck size should be appropriate to the scale of the home as sited on the lot. Decks must meet Frederick County minimum setback specifications and should not be constructed across Building Restriction Lines (BRL) shown on individual site plans (plats). • Under Deck Storage —The storage of any items below a deck is prohibited, except for a storage shed which conforms to the Design Guidelines may be constructed below the floor of an elevated deck and must directly abut the exterior wall of the home. • Material and Color- Wood decks should be constructed of high quality pressure -treated wood (#2 southern yellow pine or better or for structure members and #1 or better for deck railing and stair stringers) or cedar, which remains stable in exterior applications. Trex or equivalent composite material may be used for horizontal surfaces (deck floor and stair risers). White vinyl may be used for deck railing components and other structure components. • Railing and Post Details — Deck railings may include decorative design elements (i.e., sunbursts, starbursts, Chippendale) so long as the total design scheme is appropriate. • Stairs - When the use of stairs is desired, the Covenants Committee encourages the practice of interrupting the flight of stairs with a landing for both safety and appearance. Stairs, as well as tread and riser dimensions must meet Frederick County building codes. • Drainage - If changes in grade or other conditions which will affect drainage are anticipated, they must be indicated on the application, with drainage areas are to be shown on the site plan. Approval will be denied if adjoining properties are adversely affected by changes in drainage. Serious consideration should be given in making ground level surfaces of porous material or to provide mulched beds to offset additional impervious deck or patio area. DOG HOUSES - The use of dog houses is discouraged. However, applications may be considered on a case by case basis by the Covenants Commttee. Dog houses must be located in the rear of the property and be screened from view of the street and adjoining lots. Pre -manufactured dog houses may be permitted if of an appropriate style and appropriately placed and screened. Applicant - constructed dog houses should complement the existing home in color and material and should not exceed 12 square feet or be higher than 4 feet above ground level. Dog house areas are to be kept free of animal waste and debris. Dog runs are prohibited. Dogs must be on a leash at all times when off the owner's property. Dog owners are required to clean up after their pet on common area and on their own lot. Dogs must be kept quiet so that they do not create a nuisance for adjoining lot owners. DOORS -EXTERIOR - Front doors should be of a style and color compatible with and complementary to the style of the home and the existing colors on the applicant's home. New hardware should be compatible and complement that installed by the builder. DOORS -STORM - Storm doors should be full view, without significant decoration, ornamentation or edging. (For example, crossbuck storm doors with scalloping, storm doors with grilles or ornamentation, etc., are not permitted.) Storm doors should match the color of the entrance door or the trim around the entrance door. Exceptions may be made depending upon the style of the front entrance and facade. DRIVEWAYS - Extensions, modifications or additions to driveways will be considered only if there is no adverse aesthetic or drainage impact on adjoining lots. Driveway modifications must be constructed of the same material as the existing driveway. Driveway extensions must be of a size and scale which will complement the property, rather than become a focal point. Extended driveways may not be used for parking inoperable, commercial, recreational or unused vehicles. EXTERIOR DECORATIVE OBJECTS - Approval will be required for all exterior decorative objects, exceeding 30 inches in height and 18 inches in width or depth, including natural and man- made objects. Decorative objects will be considered based on their size, color, scale, appropriateness with the surrounding area, and their visual impact of adjoining lots and open space. Exterior decorative objects include such items as sculptures, fountains, small decorative pools, stumps, driftwood, free standing poles of any type, and items attached to approved structures. ELECTRONIC INSECT TRAPS - Electronic insect traps will be regulated based on the same criteria as for exterior lighting. In addition, no device shall be installed or maintained in such a way as to cause discomfort to adjacent owners from noise, and may only be operated during those times when the immediate area protected by the trap is occupied by the owner or guests. EXTERIOR LIGHTING - Exterior lighting (flood lighting, motion sensors, entrance lighting, etc.) shall not be directed outside the applicant's property. Light fixtures which are proposed in place of the original fixtures should be compatible in style and scale with the builder -installed fixtures. Lighting which is part of the original structure must not be altered without THE COVENANTS COMMITTEE approval. Applications for exterior lighting should include wattage, height of light fixture above ground, and a complete description of the light fixture and its proposed location on the property. Landscape lighting located along a walkway or among shrubbery will be considered so long as it does not detract from or overwhelm the overall lighting appearance of the home and property. EXTERIOR SURFACES — Exterior materials and colors have been selected and approved to present a uniform architectural theme for the community. Any replacement roofing, siding, trim, brick, etc., must.match the existing structure. In the event a material or color is not available or if there is a problem with any material, the THE COVENANTS COMMITTEE may approve a similar alternate material and/or color. Generally, painted surfaces may only be painted; stained surfaces may only be stained; and unstained surfaces (brick, siding, etc.) may only be replaced with like material and may only be left unpainted or unstained. FENCES - Proper fencing can have a unifying effect upon a neighborhood. Improper fencing can detract from the appearance of a neighborhood. Detached Homes - Fencing is limited to a Wyngate board on board style with lattice topper (See Fence Diagram attached). Fence height shall be 72' above finished grade. Fences shall be restricted to the rear yard. Fences must be attached to the rear corner of the home and may only extend out perpendicular from the rear corner of the home and then extend back to the rear property lines, making sure no access and maintenance or other easements are violated. See fence exhibit detail for additional information. • Materials and Colors - Fences shall be constructed of natural woods. Fencing must not be painted or stained and shall be allowed to weather naturally. • Screening Lots on Major Roadway�i - Special privacy needs of a homeowner due to the topography or orientation to adjacent streets or roadways may be met by planting a "green" barrier of trees and/or shrubbery along the property line. Such a barrier must complement any existing streetscape design scheme. Privacy fencing is not considered an appropriate barrier along a major roadway and will not be permitted. Attached Homes — Fencing shall be restricted to rear yard locations. Fences for end unit attached homes must be attached to the rear corner of the home and may only extend out perpendicular from the rear corner of the home and then extend back to the rear property lines, making sure no access and maintenance or other easements are violated The height and material of the fence should be compatible with any partial fencing installed by the builder. FIREWOOD - Firewood shall be kept neatly stacked and shall be located to the rear of the property in such a manner as to avoid adverse visual impacts for adjoining properties or open space. The use of brightly colored tarps will not be permitted. Where such a cover is required the color shall be a muted brown or tan and shall be securely affixed to the wood stack. Firewood may not be stored on community open space. FLAGPOLES - Permanent flagpoles are prohibited. Temporary flagpoles, with decorative flags, which do not exceed six feet in length and which are attached at an incline to the house do not require an application. FLUES and VENTS - Flues and vents protruding through a roofline must be painted to match the roof color, and they must be located to the rear of the ridgepole. No flues or vents may be visible on any exterior wall of the house. GARAGE DOORS - Garage doors must remain consistent with the style and color installed by the builder. Model homes using the garage as an office or showroom, etc., must be converted back to a garage for the parking of vehicles prior to settlement to a purchaser. Garages may not be converted to living spaces. Garage doors should be left in a fully closed position when not in use. Using a garage as an obvious social area or as a pet confinement area (leaving garage doors partially or fully open with or without screening) is not permitted. GAZEBOS Size and Scale - Gazebos should be appropriate to the size of the home as sited on the lot. They must meet Frederick County minimum setback requirements and should not be constructed across Building Restriction Lines (BRL) shown on the individual plat or site plan. Location and Style - Gazebos should be located in the rear yard. Particular attention will be given so that views from adjoining properties are not adversely impacted. [Adjoining properties will be defined by the Covenants Committee at the time of application.] Materials and Color - Gazebos should be constructed of a material which is the same as or complementary to the existing home. Pressure treated lumber should be left to weather naturally or sealed with an appropriate sealer to prevent weathering. Roof material must be the same as that of the existing home, or in some cases shake shingles may be used. Screen material should be a dark nylon or aluminum type. GREENHOUSE WINDOWS — The installation of pre -manufactured greenhouse style windows may be permitted so long as the frame material matches the existing windows on the house in color and composition. Such windows are required to be located on the rear area of the house. GRILLS - Permanent grills or barbecue areas will be considered on a case by case basis. Construction design, scale and materials of permanent grill areas must complement the existing house and lot. Temporary grills should be stored out of sight when not in use. GUTTERS - As part of new construction by a homeowner, gutters must match or complement the existing trim color or area of the home to which they are attached. Extensions of downspouts at ground level are discouraged because of drainage considerations on adjoining properties and open spaces. All downspout extensions must be buried in such a manner to adequately manage runoff, according to correct engineering practices and local codes. HOUSE NUMBERS - House numbers should be legible, and be of a size and color appropriate for the applicant's house. LANDSCAPING - An application is required when plant materials will become hedges, fences, barriers, or screens. Hedges and the like will generally only be considered for rear yard only. An application is also required when the use of railroad ties, landscape timbers or stone is contemplated, timbers or stones will meet or exceed twelve (12) inches. An application is required when the use of more than two such borders is contemplated on the same side of the property. The tops of such retaining or decorative walls must be level and step down to accommodate grade changes. Retaining or decorative walls must not adversely impact drainage and may require landscaping to soften the visual impact. Sand, rocks, bricks, timber and similar materials may be used minimally as design elements but should not dominate the landscape design. Monolithic paving or covering front or side yards or portions thereof with gravel, stones, pebbles as the principle design element will not be perntted. MAILBOXES — The mailboxes for Waketand Manor were selected to create a unifying appearance. Mailboxes must be maintained as installed by the Builder or Developer without modification. PAINTING - An application is not required for re -painting or re -staining a specific object to match its original color. Color changes apply not only to the house siding, but also to the doors, shutters, trim, roofing and other appurtenant structures. Change of exterior color should relate to and complement the colors of the houses in the immediate area. PATIOS - Patios provide a means for ground level extension of indoor space with less visual impact than elevated decks. Patios can be located only in the rear yard and should be installed within Frederick County setback required limits, and not across Building Restriction Lines (BRL). Patios may be constructed of wood, concrete, brick, landscape slate, flagstone, etc. When patio design schemes include other exterior changes, such as fencing, lights, plantings, etc., other appropriate sections of the Design Standards should be consulted prior to application. RECREATION AND PLAY EQUIPMENT - Creatively designed play equipment is encouraged. The Design Standards listed below are provided in an effort to reconcile the need for play equipment with the goal of minimizing its visual impact. Careful thought should be given to location and kinds of equipment to be installed since neighborhood facilities will be of a larger scale and have greater usage. Only wooden play equipment is permitted. Location and Site - Play equipment can only be placed in rear yards. Consideration wilt be given to lot size, equipment size and design, amount of visual screening, etc. Play is limited to daylight hours and street play is discouraged. Material and Color - Play equipment must be constructed of wood. Metal play equipment is prohibited Temporary Play Equipment, including trampolines, plastic play houses, sliding boards, sand boxes, etc., does not require an application, but such equipment must be used in the rear yard and stored out of sight when not in use for extended periods. Extended periods is construed to mean longer than thirty days. Consideration must be given to the visual impact of adjacent and nearby residents when using such equipment. ROOM ADDITIONS/GARAGES/SUNROOMS - Room additions are considered to be those which substantially alter the existing structure and become as an original fixture of the existing home. Location - The location of major alterations should not impair views or the amount of sunlight and natural ventilation on adjacent properties. Room additions and garages must meet Frederick County setback requirements are may not be constructed across Building Restriction Lines (BRL). Design and Materials - The design of room additions or garages should be the same or compatible in design, scale, materials and color with the applicant's house and adjacent houses. Roof pitches must match or be compatible with the roof slope on the applicant's existing house. Roofing materials must match that of the existing house; siding must match existing siding in color, material, size and style. Windows and doors must match those used in the existing house, and should be located in a manner which relates well to the location of exterior other windows and doors in the existing house. If changes in grade or other conditions which will affect drainage are anticipated, they must be indicated. Generally, approval will be denied if adjoining properties are adversely affected by changes in drainage. SCREENED PORCHES — Screened porches will be reviewed as room additions, with special attention given to visibility of interior activities. Size and Scale - Screened porches should be appropriate to the scale of the home as sited on the lot. They must meet Frederick County minimum setback requirements and should not be constructed across Building Restriction Lines (BRL) as shown on individual plats or site plans. Material and Color - Screened porches should match the existing house in materials and color, except that they may also be constructed of fmished natural woods. The use of a shed type roof is discouraged In all cases, the screened porch roof must be shingled to match the existing house. SIDEWALKS AND PATHWAYS - The installation of sidewalks or pathways on a lot will be considered if they are appropriate for the intended use and are appropriate to the size and scale of the lot. Stone, concrete, slate, flagstone or brick may be appropriate materials, and must match or complement the materials used by the Builder. Pathways or sidewalks must be set back from any VDOT rights of way and out of any easements. SIGNS - No signs may be posted on any lots, other than one real estate sign listing a property For Sale, or a security sign posted within 10 feet to the immediate left or right of, and/or 2 feet out from the front and rear entrance of a home. Signs, either temporary or permanent, advertising products or services, whether provided by the homeowner or others; announcing events; or signs denouncing another person, place, entity or thing; are prohibited. Allowable signs cannot be illuminated. SKYLIGHTS - Skylights may be mounted on a rear roof location, parallel with the roof plane. Bubble or elevated types of skylights are not permitted. The glass or surface material should be clear or dark tinted. White tinted material is not permitted. SOLAR COLLECTORS - Solar collectors are permitted on the roof of the structure only if they are not visible from public streets and they are architecturally compatible with the design of the house. STORAGE SHEDS General Considerations: Storage sheds can aesthetically affect both the individual property and the neighborhood. It is important to remember in choosing and locating a shed that there are needs other than storage which must be considered. The location of the shed should be planned to minimize the effect on neighboring properties as it relates to their privacy and views, and located to minimize the removal of trees and other vegetation. The minimum landscaping required is listed below, however the Covenants Committee encourages additional landscaping to visually soften the view of the shed from the neighbors or the street. Changes in grade or drainage resulting from the addition must not adversely affect adjacent property, and must be shown on the site plan. Sheds must always be kept neat in appearance. The area surrounding the shed must be kept clear of clutter and can not be used for additional storage of materials. Shed Specifications for Single Family Detached Homes: Size: The maximum size allowed is 8' x 10'. The maximum height is 8' at the roof peak. Location: Sheds must be located in the rear yard along the rear property line or against the back of the house. If the existing topography prevents these locations, the shed may be moved the minimum distance away from the rear property line to allow for construction. The applicant must show why they can not construct a shed along the rear property line for another location to be considered. Sheds should be sited so as to not be visible from the street. Sheds can be placed under decks. Landscaping: Sheds must minimally be screened from the two or three closest adjoining property owners and from all streets. Additional screening may be required to minimize the impact on the community. Material and color: Sheds must be constructed of pressure treated lumber and T-i 1 i wood, wood siding, or vinyl siding. All vinyl siding must be the same color as the house. If the shed is against the house, the siding must be vinyl and the same color as the house. If the shed is placed under a deck, the siding may either match the deck or the house siding. If the shed is located on or near the property line, the material should be wood, treated to maintain a natural color, or painted a neutral color to match the house siding. No metal sheds will be allowed. The roof must be the same color as the house roof if the shed is constructed of natural wood, a wood shake roof treated to maintain the original color of the shakes is acceptable. Wood treated to maintain the original color must be maintained and not allowed to gray. Design: Roof must be of gable design with a minimum 6:12 pitch. No shed style or barn style roofs are allowed. Windows and shutters are encouraged to break up solid walls. No permanent electrical or plumbing lines are permitted. Shed Specifications for Single Family Attached Homes: Size: The maximum size allowed is 6' wide by 6' deep. The maximum height is 6' at the roof peak. Location: Sheds must be located against the rear wall of the townhouse. Sheds can not be detached from the townhouse. Material and Color: Shed must be constructed of pressure treated lumber and wood, wood siding, or vinyl siding. All wood must be painted to match the color of the house. All vinyl siding must be the same color and style as the house. The roof must be shingled the same color as the house. Pre -fabricated plastic sheds will be considered only on townhouses on a case by case basis providing they are earth tone in color. Pre -fabricated metal or aluminum sheds will not be permitted. Design: Roof must be of gable design with a minimum 6:12 pitch or a single pitch style roof that directs rainwater away from the house. Flat roofs will not be allowed. STORM WINDOWS - Exterior storm windows may be considered where the style of the windows and frames match the style and color of the existing window. SUN CONTROL DEVICES - The manner in which sun control is implemented can have a significant affect on the exterior appearance of a house and the desirable benefits of sun exposure in the winter, fall and spring. Materials are available for application on inside of windows to reduce thermal transmission and glare, however no shiny surfaces may be visible to the exterior of the home. These materials may provide effective and economical alternatives to awnings and trellises. Effective sun control can often be provided by such simple measures as planting deciduous trees to shade windows from undesired sun exposure. 1. Sun control devices should be compatible with the design character of the house in terms of style, color and materials. 2. Awnings should be of straight -forward design without decorative embellishments, such as fringes and contrasting color stitches. 3. Awnings and trellises should be consistent with the visual scale of the houses to which they are attached. Location - The location of any awning or trellis should not adversely affect views, light, winter sun or natural ventilation of adjacent properties. Material and Color - Solid colors are encouraged rather than brilliant stripes or patterns. Trellis work should match the trim or dominant color of the applicant's home, or be constructed of natural woods. Pipe frames and mechanical devices for awnings should be painted to match trim or dominant color of the house. If awnings are removed for winter storage, frames should be secured or removed to the extent possible. SWIMMING POOLS HOT TUBS AND OTHER WATER STRUCTURES Swimming pools can greatly enhance the enjoyment and livability of a home while also providing excellent exercise benefits to the owner. However, because of the possible intrusion on adjacent properties, swimming pool plans will be very carefully reviewed and considered in terms of any possible disturbance to others. A swimming pool and the associated decking and fencing must be planned and designed in conformance with the character of Wakeiand Manor Community. Concept or preliminary plans may be submitted for review and comment before full working construction drawings are undertaken. Specifications: Outdoor swimming pools must be approved by the COVENANTS COMMITTEE and may only be located in rear yards. Only in -ground swimming pools maybe approved; above ground pools are prohibited. Fences for pools may be located on the perimeter lot line only if the pool is under construction and nearing completion. A pool fence can not be located on the perimeter line in anticipation of a possible future pool. Pool fences must comply with all applicable Frederick County, Loudoun County and State regulations. The Covenants Committee must also review requests for hot tubs and spas. Hot tubs and spas must be located in the rear yard. If not in -ground, the hot tub or spa must be architecturally treated with decking and the base must be enclosed to hide the tub from view. The hot tub must be screened both architecturally (lattice) and with landscaping so as to minimize the visual impact from all adjacent property owners. Swimming pool and hot tub equipment (pumps, pipes, etc - not the tub itself) must be located to avoid interference with neighbors and must be enclosed architecturally or screened from view with evergreen landscaping. Structures to be used to enclose equipment must also be softened with landscaping where visible from other properties. Landscaped ponds are allowed providing they do not exceed 18" in depth and are not used for swimming. They must be located in the rear lot and appropriate landscaping must surround the pond. Application An application for swimming pools, hot tubs, and other water structures should include a completed application form and: A site/grading plan (minimum scale of 1" = 30') showing the proposed swimming pool or hot tub, pool equipment, decking, fencing, other lot improvements and property lines; Fence plan (See Fencing Guidelines); Landscape plan (See Additional Landscaping and Tree Removal Guidelines) and Exterior Lighting Plan (See Exterior Lighting Guidelines). Temporary summer wading pools which do not exceed six (6) feet in diameter and/or one (i) foot in depth do not require an application, but must be emptied and removed from view when not in use. Larger temporary or above -ground pools are not permitted. TRASHIRECYCLING CONTAINERS - Trash cans and recycling containers must be stored out of view of the street or adjoining properties at all times, except on scheduled pickup days. Containers should be placed out at curbside very early in the morning on pick up days or after dark the evening before. Screened areas for trash and recycling container storage may be incorporated into a deck design. WATER GARDENS - Water gardens require an application. Location of such a feature should be in the rear yard, however the location and installation of such an improvement should be seriously considered by the applicant so that the safety of household members and neighbors is considered. STORAGE OF BOATS GOLF CARTS TRAILERS CAMPERS MOBILE HOMES OR RECREATIONAL VEHICLES No recreational vehicle may be parked or stored in open view of residential property, residential streets or open space or other common area. A "recreational vehicle" is further defined as follows: i. Golf Carts. 2. Any boat or boat trailer, canoe, Jon -boat, paddle boat, jet skis, sailboats, catamarans, rafts or inflatables and the like. 3. Any motor home or other self-contained camper. 4. Any camper slip-ons where the camper backs are 12 inches or higher than the roof line of the cab of the truck. Any mobile home, trailer, horse trailer or fifth -wheel trailer. 6. Any pop-up camper/tent, trailer or other similar recreation oriented portable or transportable facility or conveyance. 7. Any other vehicle not defined above which could not normally or regularly be used for daily transportation, including dune buggies or non -operative automobile collections or other automotive equipment not licensed for use on the highways of Virginia. The following vehicles shall be treated in the same manner as recreational vehicles: 1. Any vehicle that is included in a State Code or County Ordinance as being defined as commercial, except that a normal passenger vehicle used for commercial purposes but not modified for commercial purposes may be permitted on a case by case basis. (For example, a passenger vehicle, a pick up truck not exceeding 1/2 ton, or a passenger van - used also for commercial purposes and having the name of the business written on the front doors in an area not exceeding 2.25 square feet may be permitted. Any vehicle described above having exterior equipment/ladder racks, compartments, fixed boxes or the like will not be permitted.) 2. Any private or public school or church bus. Motorized vehicles, other than Association owned and operated vehicles, are not permitted on the trails and common areas within the community. Motorized watercraft is not permitted on the waterways of the community. LANDSCAPE AND VEGETABLE GARDEN STANDARDS Landscaping and vegetable gardens require an application to the Covenants Committee. Landscaping Location -- Care should be exercised in the planting and maintenance of trees and shrubs to prevent obstruction of sight lines required for vehicular and pedestrian traffic, as well as to preserve views of open space areas. Hence, shade and branch patterns of larger trees should be carefully considered. Scale -- Care must be exercised in selecting plant materials which, upon maturity, will be an appropriate size in height and breadth for the intended location. Mature size, in height and diameter, should always be considered especially when planting close to walkways and houses. Consideration will be given to the effect plantings will have on views from neighboring lots. Trees should be clustered rather than widely spread. A three-dimensional appearance of planting, is improved by augmenting trees and taller shrubs with low spreading shrubs and/or ground cover. Ve,-etable Gardens Such gardens shall be neatly maintained throughout the growing season; including removal of all unused stakes, trellises, weeds and dead growth. Location -- All such gardens must be confined to the rear of the property, out of view of adjacent and nearby streets. Vegetable gardens located on lots adjoining or in view of a street are required to be integrated into an approved landscape design plan such that the appearance vegetable garden area is neither obvious nor objectionable. The view of adjacent and nearby residents must be considered when planning a garden. Gardens may not be installed on Association open space. Runoff-- Gardens should not be planted on a grade exceeding a ratio of 5' to 100'; runoff patterns should be considered prior to installation and care must be taken to prevent damage to property below it through the flow of water onto lower property, including common area. Size - Vegetable gardens should not exceed 64 square feet (8' x 8' area). Refer to the appropriate sections of these Design Standards when considering the installation of timbers, walls, etc., in conjunction with a garden. Those requirements will apply. LOT MAINTENANCE STANDARDS Property ownership includes the responsibility for maintenance of the lot and all improvements constructed as part of the property. This includes, but is not limited to, items such as mowing grass, removal of trash and structural maintenance. Maintenance affects the visual character and economic values of the property and neighborhood and, in some cases, safety. Exterior Appearance --Residents are responsible for maintaining the exterior of their dwellings and any other structures on their lots, such as decks, fences, sheds and playground type of equipment. The following represent some (but not all) of the conditions which the Covenants Committee considers a violation: Peeling paint. 2. Cracked or broken siding. 3. Recreation equipment which is either broken or in need of repainting. 4. Guttering in need of painting, repair or replacement. 5. Fences with broken or missing parts, or which are leaning. 5. Sheds with broken doors or in need of painting or repair_ 6. Decks in need of repair or re -staining. 7. Concrete or masonry block foundations and/or party walls in need of repainting. Most residents would not allow any of the above conditions to exist as they seek to preserve and protect the investment in their homes and to limit their personal liability by keeping all improvements on their lots in good condition. The Association expects that all residents will do this necessary maintenance to prevent any of the cited conditions from occurring in Wakeland Manor. Lot Maintenance Mowing - Turf areas should to be mowed at regular intervals, maintaining a maximum height of 4", and a minimum height of 2 %2". Planting — Gardens and planting beds must be kept in a neat and orderly manner; free of significant weeds and debris. Tree Maintenance — Trees should be kept pruned so that dead or dangerous limbs do not cause damage to property or injury to persons should they fall. Suckers and low hanging branches should be removed regularly. Lawn Watering - Water is recommended during extended dry periods, typically once a week if there has been no significant rainfall. For trees, water, flowing from a hose at a slow to medium rate, should be applied to a tree mulch ring for about 30 minutes at a time, about once per week. This should wet the soil to a depth of between 4" and 6". This usually requires the equivalent of %2" to 1" of rainfall. Consult your nursery professional. Lawn and Garden Fertilization - All soil should be tested before fertilizer is added, especially in areas where drainage will flow into waterways and ponds. Special care should be taken not to over - fertilize or to fertilize lawns and gardens when there is the least chance of run-off. Soil test kits are typically available free of charge from the County libraries or County Extension office. Trash Removal — Each lot owner is responsible for keeping all trash secured in containers designed for such trash storage. Trash containers must be stored in garages or otherwise out of view of adjoining lots, common area, adjacent and nearby streets. Trash may be placed out for pick up after dusk the evening prior to a scheduled pick up or early in the morning of scheduled pick up. Emptied trash containers should be removed from public view as soon as possible after pick up and in no case should they remain in public view after dusk the evening of a scheduled pick up. Each resident is responsible for picking up litter on his own lot and preventing wind-blown debris from originating on his lot. At no time is the Association open space to be used as a dumping ground for any debris. Organic debris such as leaves, grass clippings and branches may not be dumped on open space. These materials take many years to decompose and do not create good habitat for wildlife. Yard waste is required to be recycled according to County specifications. Removal of accumulated trash and debris from Association common areas will be completed as necessary. Removal of trash and debris costs the Association dollars and voluntary resident and neighborhood clean-up, in addition to controlling the titter at the source saves Association resources. Pesticides and Herbicides - Pesticides and herbicides may be applied according to label instructions for a specified problem. Emphasis should be placed on organic/biodegradable materials in order to ensure the least harm to the natural environment. Care in application is extremely important along ponds and waterways, near neighborhood play areas and tot lots, and near adjacent residences. Avoid the use of pesticides and herbicides if at all possible, but when necessary, use with caution and follow manufacturer's instructions. Snow Removal - Residents are required to clear snow and ice from their own driveways and from the sidewalks in front of or adjacent to their homes. Sand should be used as an abrasive when necessary. The use of any rock salt or any other deicing salts or chlorides, which cause deterioration to concrete, brick or mortar surfaces, is prohibited. Date Received: FENCE DIAGRAM Single Family Detached Wyngate with Lattice Topper (Pressure Treated) Application for Exterior Modification Wakeland Manor Homeowners Association Name: E mail: Property Address: Section: Lot: Builder: Description of Proposed Improvement: Phone (W): Phone (H): Attachments: • Drawings, sketches, photographs, pictures of the proposed improvement • Plat plan (survey) of your lot Signatures of Affected Neighbors (those adjacent to your lot on all sides): Printed Name Signature Lot # Printed Name Signature Lot # Printed Name Signature Lot # Printed Name Signature Lot # Printed Name Signature Lot # I hereby certify that the information I have provided is accurate to the best of my knowledge. I further certify that, once approved, I shall construct the proposed improvement according to the approved plans and specifications. Permission is hereby granted to members of Wakeland Manor Homeowners Association Covenants Committee, and its representatives, to enter on my property as necessary to review the proposed project. Owner Signature: Mailing Address: (If different, from Property Address) Date: Approved Minutes WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- January 112008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Mark Flynn Gary Leygraaf Amy Polk Jason Rohler Heather Graham-CMC Chris Falwell-CMC CALL TO ORDER: The meeting was called to order at 1:40 pm. APPROVAL OF MINUTES: It was MOVED by Ms. Polk and SECONDED by Mr. Leygraff to approve the minutes of the November 16, 2007 meeting as drafted. VOTE: 4-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: I. Officer Designations: A. Polk motioned and M. Flynn seconded on the following officer designations: Gary Leygraff — President Amy Polk — Vice -President Mark Flynn — Treasurer Jason Rohler — Secretary 2. Consider adding a second Homeowner Board of Director The Board will consider this issue and report back at the next Board meeting. 3. Consider having quarterly meetings at the Community Center J. Rohler will get some dates together to have a "town hall" style meeting at the clubhouse to go over Board decisions with any present Homeowners and will report with feedback at the next Board meeting. 4. Discuss restrictive parking options The Board would like a notice sent to the community advising Homeowners that they cannot use their garage space for storage and must park their vehicle there. The notice will also include a note on trash can enforcement which will state that Homeowners need to store their trash cans out of plain sight on non - trash days. The Board will permit trash cans to be stored at the front of attached single car garage town houses, up against the house, between the driveways. The Board will be able to consider alternate parking options or restrictions once the bond has been released on Quinton Oaks Circle. 5. Consider adding a committee to investigate the need for additional lights Management will write an article for the newsletter to try and solicit interest for this committee. Management will also bring a draft charter for a Building and Grounds Facility Committee for the next meeting. 6. Discuss Community Center rental fees Management will write an article for the newsletter giving a summary on community center rentals and the fees associated with that. 7. Discuss sending community information via e-mail to Homeowners An article will be included in the next newsletter that community related information can be e-mailed to Homeowners as a supplement to postal mailing but that it cannot act as a substitute. MATTERS FOR BOARD INFORMATION: 1. Financial Statement: The November 2007 Financial Report was accepted as presented. 2. Delinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 32 accounts that were delinquent for greater than 60 days. OLD BUSINESS: None NEW BUSINESS: None OPEN FORUM: None EXECUTIVE SESSION: None ADJOURNMENT: The meeting was adjourned at 2:30 pm. WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- February 8, 2008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Mark Flynn Gary Leygraaf Amy Polk Jason Rohler Chris Falwell-CMC CALL TO ORDER: The meeting was called to oiler at 10:45 am. APPROVAL OF MINUTES: It was MOVED by Ms. Polk and SECONDED by Mr. Rohler to approve the minutes of the January 11, 2008 meeting as drafted. VOTE: 4-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: 1. Pool Management Proposals: The Board would like the following information before deciding on a Pool Management company: l . A copy of 2007's contract with Century Pool. 2. Ask both U.S. Aquatics and MGN Pools if they can change their pool hours to 1 lam to 8pm. 3. Check references for both companies and see what they say. 4. Confirm both contractors have lifeguards that are proficient in English. 5. Can each contractor provide lessons to cost to Homeowner and will the Association be charged for opening the pool early for this? 6. Can the contractors do pool parties? 2. MaturingCertificate ertificate of Deposit The Board approved renewing the $21,420 CD at Access for a 1-year term. 3. Website Review Management will update the Wakeland Manor website with any items that may be missing and will have this done before the March Board meeting. MATTERS FOR BOARD INFORMATION: 1. Financial Statement: The December 2007 Financial Report was accepted as presented. 2. Delinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 36 accounts that were delinquent for less than 30 days and 44 accounts were delinquent for more than 30 days. OLD BUSINESS: None NEW BUSINESS: - J. Rohler will hold "town hall" meetings at the community center each month to allow Homeowners to find out the Board meeting decisions and get feedback from the Homeowners to bring to the Board at the next meeting. - The Board meetings will now start at 10:30am rather than 1:30pm. OPEN FORUM: None EXECUTIVE SESSION: None ADJOURNMENT: The meeting was adjourned at 11:20 am. WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- March 14, 2008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Mark Flynn Gary Leygraaf Amy Polk Jason Rohler -- Absent Chris Falwell — CMC Nick Mazzarella — CMC CALL TO ORDER: The meeting was called to order at 10:37 am. APPROVAL OF MINUTES: It was MOVED by Mr. Flynn and SECONDED by Ms. Polk to approve the minutes of the February 8, 2008 meeting as drafted. VOTE: 3-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: 1. Pool Management Proposals: Amy Polk motioned and Mark Flynn seconded approving MGN Pools as the Pool Management contractor for Wakeland Manor. 2. 2006 Draft Audit: The Board approved the 2006 Draft Audit from Ahlberg and Company. Management will send the signed Representation Letters back to Ahlberg. 3. Floral Installation Proposal: Amy Polk motioned and Mark Flynn seconded the Board approving the Floral Installation Proposal from Community Landscape Services for summer and fall annuals at Wakeland Manor. 4. Community Affairs Committee Member Request: Amy Polk motioned and Mark Flynn seconded the Board approving the Homeowner Chris Hamilton's request to be appointed to the Community Affairs Committee. MATTERS FOR BOARD INFORMATION: 1. Financial Statement: The January 2008 Financial Report was accepted as presented. 2. DeIinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 23 accounts that were delinquent for less than 30 days and 54 accounts were delinquent for more than 30 days. f OLD BUSINESS: None NEW BUSINESS: Mark Flynn noted there are some potted plants that have been broken up inside the pool area. Management will have this cleaned. Management will consult with legal counsel to see if any foreclosed or bankrupt accounts should be put to bad debt and written off. OPEN FORUM: None EXECUTIVE SESSION: None ADJOURNMENT: The meeting was adjourned at 10:58 am. WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- April 11, 2008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Mark Flynn Gary Leygraaf Amy Polk Jason Rohler Chris Falwell — CMC CALL TO ORDER: The meeting was called to order at 10:40 am. APPROVAL OF MINUTES: It was MOVED by Amy Polk and SECONDED by Gary Leygraaf to approve the minutes of the March 14, 2008 meeting as drafted. VOTE: 4-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: 1. Ahlberg 2007 Audit Proposal: Amy Polk motioned to accept the proposal from Ahlberg and Company for the 2007 Audit. Mark Flynn seconded the motion. The proposal was approved 2. Write off Settled Accounts: The Board inquired on whether or not liens were first filed against any of the Homes that Management inquired on for write offs. Management will check with Chadwick Washington to see at what point a lien is filed and if any of the foreclosed homes had liens placed against them. 3. Homeowner Fee Waiver Request: The Board approved waiving $55 in fees for the Homeowner. MATTERS FOR BOARD INFORMATION: 1 _ Financial Statement: The February 2008 Financial Report was accepted as presented. 2. Delinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 31 accounts that were delinquent for less than 30 days and 51 accounts were delinquent for more than 30 days. OLD BUSINESS: None NEW BUSINESS: - The Board inquired on when CLS will be doing their next visit to Wakeland Manor. Management will e-mail Bruce Steele. OPEN FORUM: None EXECUTIVE SESSION: None ADJOURNMENT: The meeting was adjourned at 11:10 am. WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- May 9, 2008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Gary Leygraaf — President Amy Polk — Vice -President Mark Flynn — Treasurer Jason Rohler — Secretary Heather Graham — CMC Chris Falwell — CMC CALL TO ORDER: The meeting was called to order at 10:40 am. APPROVAL OF MINUTES: It was MOVED by Amy Polk and SECONDED by Jason Rohler to approve the minutes of the April 11, 2008 meeting as drafted. VOTE: 4-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: 1. Storm Water Management Pond Proposal: Amy Polk motioned and Jason Rohler seconded approving the proposal from Virginia Waters and Wetlands for three chemical treatments of the wet pond not to exceed $2,000. 2. Community Affairs Committee Member Appointment: Amy Polk motioned and Gary Leygraaf seconded Homeowner Erica Joerger's request to serve on the Community Affairs Committee. MATTERS FOR BOARD INFORMATION: 1. Financial Statement: The March 2008 Financial Report was accepted as presented. 2. Delinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 31 accounts that were delinquent for less than 30 days and 51 accounts were delinquent for more than 30 days. OLD BUSINESS: None NEW BUSINESS: - There are street lights around the pool that are out. Management will get locations of the lights and report them to Alleghany Power. - There is an abandoned vehicle at the clubhouse parking lot. Management will contact the police to have them look at it. - Jason Rohler will e-mail Management with the dates for his next town hall meetings that will be e-mailed to Homeowners signed up with the website and included in the next newsletter that is sent out. Management will also provide Jason with updated action item list for the meeting. - An article will be included in the next newsletter asking if any Homeowners are interesting in participating in any way for the Association to let Management know. Management will also put extra copies of the newsletter in the on -site office when it is ready. - Management will make sure notices of the Community Affairs, Town Hall, and Board meetings are sent via e-mail to Homeowners. - Some of the townhouse fences do not comply with the Design Guidelines and have Single Family fence styles. - Management will provide information to the Board on what the cost would be to do monthly Comprehensive Inspections at Wakeland Manor. - The Board noted that some of the homes at Wakeland Manor have long grass. Management will note the homes with long grass and will also provide a sample lawn maintenance resolution at the next Board meeting. OPEN FORUM: None EXECUTIVE SESSION: None i ' U The meeting was adjourned at I i:10 am. WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- June 19, 2008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Gary Leygraaf — President Amy Polk — Vice -President Mark Flynn — Treasurer Jason Rohler — Secretary — Absent Chris Falwell — CMC CALL TO ORDER: The meeting was called to order at 1:00 pm. APPROVAL OF MINUTES: It was MOVED by Mark Flynn and SECONDED by Amy Polk to approve the minutes of the May 9, 2008 meeting as drafted. VOTE: 3-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: 1. Community Landscape Services Unit Mowings: Management presented the Board with a proposal from Community Landscape services for prices for mowing individual lawns at Wakeland Manor. The Board approved the proposal. 2. Community Landscape Watering Pzoposal: Community Landscape Services also put in a proposal for providing watering services at the entrance monument features as well as the areas around the clubhouse. The Board declined this proposal as there is irrigation around the entrance features and the pool company can put the sprinklers around the areas near the clubhouse. 3. Henry's Wrecker Service Towing Agreement: The Board accepted the agreement with Henry's Wrecker Service for providing towing services at Wakeland Manor. MATTERS FOR BOARD INFORMATION: 1. Financial Statement: The April 2008 Financial Report was accepted as presented. 2. Delinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 20 accounts that were delinquent for less than 30 days and 51 accounts were delinquent for more than 30 days. OLD BUSINESS: None NEW BUSINESS: - Management will contact Allied Waste Services to put a second trash can out in the corral fence behind the pool. - The Board authorized Management to purchase a second table for the pool and to put a cost to replace the umbrellas at the pool in the next budget. - Management will put a notice on the bathroom doors at the pool house about floatation devices in the pool and the safety issues around them. - The Board approved having adult swim from 4:OOPM until closing each day and to have a rope out in the pool during this time for lap swimmers - Amy Polk motioned and Gary Leygraaf seconded canceling the July Board meeting. - Management will follow-up with Chadwick Washington at the statuses of liens that require a Board member's signature. OPEN FORUM: None EXECUTIVE SESSION: None p • C Flu__ The meeting was adjourned at 1:50 pm. WAKELAND MANOR HOMEOWNERS ASSOCIATION BOARD OF DIRECTORS MEETING MINUTES- August 8, 2008 A meeting of the Board of Directors was convened at the offices of Centex Homes, 3684 Centerview Drive, Suite 100, Chantilly, Virginia ATTENDANCE: Gary Leygraaf — President Amy Polk — Vice -President Mark Flynn — Treasurer Jason Rohler —. Secretary Nick Mazzarella — CMC Chris Falwell — CMC CALL TO ORDER: The meeting was called to order at 10:50 am. APPROVAL OF MINUTES: It was MOVED by Mark Flynn and SECONDED by Amy Polk to approve the minutes of the June 19, 2008 meeting as drafted. VOTE: 4-0 MANAGEMENT REPORT: MATTERS FOR BOARD DECISION: 1. 2009 Draft Budget: The Board reviewed the budget and requested certain line items be changed. Management will make the changes and send the updated draft budget to the Board via e-mail who will then approve the budget with a written consent resolution. MATTERS FOR BOARD INFORMATION: 1. Financial Statement: The June 2008 Financial Report was accepted as presented. 2. Delinquency Status Report: The Delinquency and Pre -Paid Report was accepted as presented. The Delinquency Report noted that there were 20 accounts that were delinquent for less than 30 days and 51 accounts were delinquent for more than 30 days. OLD BUSINESS: None NEW BUSINESS: Management will send a letter to the pool company on concerns that have been raised by Homeowners using the pool. The Board requests Management check with Chadwick Washington on any outstanding liens that need to be signed and filed. The Board meetings will be held quarterly instead of monthly with the next meeting occurring November 17`t,' at >BP`m r�D OPEN FORUM: None EXECUTIVE SESSION: None ADJOURNMENT: The meeting was adjourned at 11:55 am. ®® Associa" Community Management Corporation Dear Wakeland Manor Homeowner: As the professional managing agent for the Wakeland Manor Homeowners Association, I would like to welcome you to your new home within the Wakeland Manor Community. The Wakeland Manor Homeowners Association is a planned community that is planned to include 572 single-family detached and townhomes at completion. The Association will own and maintain any common area within the boundaries of the Association, as well as a community center building and swimming pool and other amenities. It will also administer any additional services provided by the Association, including trash removal, and will administer the covenant enforcement process for its members. If you have never lived in a homeowners association, certain aspects of community operation and maintenance can be confusing at first. A particular source of confusion is distinguishing between the roles and responsibilities of the various entities involved in the development and operation of a community association. A brief explanation of these roles, as they apply to Wakeland Manor, is provided below. The balance of this letter provides other important information on the management and operation of the Association. Communiy Structure • Declarant — The Declarant, or developer, of an association community is the entity which typically develops the basic infrastructure for the community (roads, utilities, sewers, streets, sidewalks, landscaped common areas, recreation facilities, etc.) and sells lots to home builders. The Declarant is also responsible for organizing the community association and managing the association until control is transferred to the homeowners. The Declarant for Wakeland Manor is Centex Homes. • Builders — Participating Builders typically buy lots from a Declarant, finish the lots and build homes for. sale or lease to the general public. At present, it is contemplated that Centex Homes will build all homes, while having the right to convey lots to other builders. Any questions or concerns related to construction problems with your home or the lot on which it is located should be addressed directly to your builder's customer service division. The Wakeland Manor Homeowners Association has no legal jurisdiction in such matters. • Homeowners Association — The Wakeland Manor Homeowners Association is a non - stock, not -for -profit corporation whose membership is comprised of all owners of lots within the community which have been recorded in the land records for Frederick County. Such homeowner associations typically have two primary functions. The first is to own and maintain any common land or improvements which have been conveyed to the association by the Declarant or the Participating Builders. 12701 Fair Lakes Circle, Suite 400 Fairfax, Virginia 22033 / P.O. Box 10841 Chantilk Virginia 20153-0821 Telephone 703.63L7200 Fax 703.63L9786 113W Rockville Pike, Suite 907 Rockville, Maryland 20852 Telephone 30L6921700 Fax 240.221.0443 Email askus@cmo•managementoom web wwwomc-managementcom Associa' I The nation's leader in community association management f www wocleonlimcom 800.W8.4882 AAMC The second main function of such associations is to administer and enforce design covenants which govern and restrict the rights of lot owners to modify the external appearance of a lot or home without obtaining approval from the Association. The purpose is to ensure that any improvements will not adversely affect the visual appearance of the community. • Board of Directors — The Board of Directors is the executive organ of a homeowners association and is responsible for operating the association in a prudent and businesslike manner for the benefit of all homeowners. Initially, a Board is comprised entirely of persons appointed by the Declarant. The Board of Directors for the Wakeland Manor Homeowners Association will initially consist of three persons appointed by the Declarant and will expand to seven persons when control of the Board is transitioned to the homeowner members. • Management Agent — Typically, a Board of Directors for a community association retains a professional managing agent. An agent typically is responsible for routine day- to-day management operations of the association (i.e., collecting. assessments, paying bills, supervising contractors, etc.). Community Management Corporation has been engaged by Wakeland Manor Homeowners Association to provide professional management services. CMC has been in business .since 1971 and currently manages over 175 condominium and homeowner associations with approximately 85,000 homes. Detailed information concerning the structure and operation of the Association is contained in the three legal documents which govern operations of the associations; the Declaration of Covenants, Bylaws and Articles of Incorporation. The builders are responsible for providing a copy of the legal documents to each owner. If you did not receive copies, contact Centex Homes. We encourage you to read the documents and retain them for future reference. Documents may be acquired from CMC for a small reproduction fee. Homeowners Association Fees. As previously stated, lot owners at Wakeland Manor are required to pay assessment fees to the Wakeland Manor Homeowners Association. The monthly general assessment fee for the October 1, 2007—September 30, 2008 fiscal year is $69.96 for all homes. In addition, owners of detached homes are required to pay a monthly service -assessment of $20.94 for trash service. Townhome owners are required to pay a monthly service assessment of $42.40 for trash service, maintenance of landscaped common area in the townhome sections and maintenance of the private streets which service the townhome sections. The total monthly assessment fees for the fiscal year are therefore $90.90 for detached homes and $112.36 for townhomes. There is also a one-time capital contribution assessment in the amount of $200.00. Both the one-time assessment and the regular assessment fee for the month following settlement should have been collected by the settlement agent. Assessment payments are due on the first day of each month. A $15.00 late fee will be charged if assessment payments are not received by the 15th day of the month. www.cmc-Mnagementcom M Aswmia' AAMC community Management corporation "'""" Coupons and mailing labels to be used when remitting your fees will be mailed to you as soon as possible following settlement. (It is your responsibility to pay the fee unless the Association has been notified of new ownership.) Please make your checks for each fee payment payable to the "Wakeland Manor HOA." Please contact CMC at (703) 631-7200 concerning any problem related to the payment of your community association fee. You may also pay your monthly assessment by direct debit from your checking account. If you wish to participate in this program, you can download a form from CMC's website at www.cmc-management,com. Click on "Download Forms." A completed form must be received by the tenth day of the month in order to activate the direct debit in the succeeding month. Management Services. CMC is responsible for financial administration of the community associations, for the maintenance of the common areas of the community and for administrative and support services on behalf of the Board of Directors and residents. If you need assistance or have questions about the management of the Association, you can reach CMC at (703) 631-7200 during normal business hours (Monday through Thursday, 9:00 a m.-5:00 p.m. and Friday, 9:00 am. 2:00 p.m.). Long distance calls may be made toll free by calling 1-8.00-CMC-3090. In the event of an emergency situation during non -business hours, please call the CMC number listed above. This will automatically connect you with CMC's 24 hour emergency answering service. Emergencies should be confined to problems with the common areas. maior utility disruptions or disasters. Problems with individual dwelling units are the responsibility of each individual owner. When phoning CMC or using the emergency answering service, please be certain to provide the name of your association, your name, and your telephone number. Problems With Your Home. The Board of Directors of Wakeland Manor is responsible for the maintenance and operation of the common areas of the Association. Individual owners are responsible for their own homes. CMC will always be available to answer any questions regarding jurisdiction of responsibility. Change of Address. Please be sure to notify CMC in writing if you relocate but do not sell your home. Providing this information to CMC is very important since, as an owner, you will continue to receive all pertinent information relating to the Association. Covenants Committee. As required by the Association's legal documents, most external modifications or alterations to a home or lot must be approved in advance by the Board of Directors or Covenants Committee for the Wakeland Manor Homeowners Association. A form to be used for seeking such approval is included in this package along with the Design Guidelines. Please complete this form and send it back to CMC together with any required exhibits when seeking approval for an exterior modification. It will then be forwarded to the Covenants Committee for processing. You will be notified in writing of the final decision. Covenants Committee approval must be received prior to commencement of any modifications. www.cmc managementcom MAssocia- AAMC Community Management Corporation Please be sure you have obtained any building permits that may be needed from Frederick County before you begin any work. Leased Homes. The Association requires that the owner of any home file with the Board of Directors a copy of any lease executed on any home. if you are leasing your home, a copy of the lease should be provided to CMC. The homeowner will be deemed responsible for failure of the tenant to abide by any rules or regulations or other duly -adopted regulations of the Association. If you are an investor owner, please ensure that CMC has your correct mailing address. Trash Removal. Trash removal is provided by the Association. Trash will. be picked up by Allied Waste Services on Wednesdays. Trash must be set at curbside by 6:00 a.m. on the scheduled pick-up day. Trash may be placed at curbside on the evening prior to the scheduled pick-up day. However, homeowners are requested to do so as late as possible, thereby minimizing any negative visual impacts within the community. The Contractor will provide 96-gallon wheeled toter containers for the disposal of trash. Please call the Contractor at (540) 667-7474 to order toters. The contractor will pick up furniture, appliances, and other bulky household debris by appointment. Advance notice must be provided when large and/or heavy items are being disposed. There may be an additional charge to a homeowner for such disposal services. Snow Removal. The main public streets within the Community will all be owned and maintained by the Virginia Department of Transportation once they are completed, inspected, and accepted by VDOT. As a result, snow removal from these streets will ultimately be a responsibility of the State/County. Until such time, any necessary snow removal will be performed by the Declarant. The Wakeland Manor Homeowners Association will ultimately provide snow removal service for the townhome travelways and parking areas. The Declarant will be responsible for snow removal until these areas are final -paved and maintenance is transferred to the Association. Homeowners are responsible for the removal of ice and snow from the sidewalks which are adjacent to their unit, as this service will not be provided by the Association. Landscape Maintenance. The Wakeland Manor Homeowners Association will provide landscape maintenance services for all landscaped common areas owned by the Association once these areas have been substantially completed by the Declarant and accepted into the Association for maintenance responsibility. www.cmc-management.com ASSOCIaAAMC Community Management Corporation Recreational Amenities/Website. The community center building and swimming pool opened June 11 t', 2005. The Community Center is available for rental by residents year round. Please contact CMC for further information. The Wakeland Manor Homeowners Association website can be reached by going to www.cmc-management.com. Click on "Community Association Websites" on the upper right hand side. There is a link for first time visitors to register using your account number which can be found in your coupon booklet. The website allows you to access real-time account information, announcements, local resources, and community documents. Community Management Corporation looks forward to working with all owners in creating and maintaining a pleasant living environment at Wakeland Manor. If you have any problems or if you have any questions, please contact our Customer Service Department or myself at (703) 631- 7200, or email me at cfalwell@ctnc-management.com. Sincerely, Chris Falwell, CMCA Community Manager Agent for the Wakeland Manor Homeowners Association wwwcmo-managementcom M®ASsocia' RAMC Community Management Corporation Certification of Annual Report NOTICE There are no current or pending rules or architectural violations associated with this lot. Wakeland Manor Homeowners Association, Inc. � 'F.�;r�;R,�t r , �'�'i..rFJ"+,Fa.�'C;i,x!\)ir:'rF%�, .+M�,'<.t'jr,'•�?i> r'ti,'�c' ,�«�*+1�-.urf-v' • '4ij; , i . _ �; '?5 ut #,!-'� :�,b'4i'�+i . 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SV� (SEE REVERSE SIDE FOR NAME AND10R ADDRESS CHANGE) 10010 (8/07) 707169-8/1 L 11 TRAFFIC IMPACT STUDY FOR WAKELAND MANOR_ FREDERICK COUNTY, VIRGIN IA Prepared For: Centex Homes 14121 Parke Long Court Suite 201 Chantilly, Virginia 20151 703-934-7136 Prepared By: KELLERCO, Inc. 307 S. Loudoun Street Winchester, Virginia 22601 540-535-0081 June 30, 2003 0 EXISTING SITUATION In order to establish the current AM/PM peak hour traffic situation at the four selected intersections vehicular turning movement counts were made on Thursday May 29, 2003. Appendix A contains the tabulated 6-9 AM data and the 4-7 PM data for each location. Exhibits 1 and 1 a show the AM and PM peak hour volumes for Thursday May 29, 2003. Since the volumes are so low no HCS LOS software was applied because the LOS's are excellent (LOS A's). As you will recall the two intersections were selected on Macedonia Church Road because this road will be cul-de-saced between Queensway Road and Maryland Drive and some traffic will be diverted to other roads. THREE STAGE ACCESS PLAN FOR WAKELAND MANOR Exhibits 2, 2a and 2b show the three stage access plan we developed at our meeting, along with the designated planned development residential units for Wakeland Manor as confirmed by Stephen Plescow, Land Entitlement Manager for Centex. STAGE I (SEE EXHIBIT 2) This site access would be available for access in 2004. It represents 124 new single family units since phase I with 32 units has already been completed (total 156 single family units) and the traffic is currently using the subdivision streets to the west of Wakeland Manor. All the new dwellings would be single family and they would have four access routes. It should also be noted that Warrior Drive is expected to be open to traffic between Tasker Road and Rt. 277 by 2004. STAGE II (SEE EXHIBITS 2a) This site access would be available in 2006. It represents an additional 255 dwellings (91 single family and 164 townhouses), however site traffic is now distributed among five access routes rather than three as in stage I. By completing an east -west road through Wakeland Manor it also allows adjacent subdivision traffic to "pass through" Wakeland Manor as an alternative to Tasker Road, especially for access north via Rt. 522. This stage would cul-de-sac Macedonia Church Road. Note that Warrior Drive would not be extended north of Tasker Road in 2006. Even if revenue sharing was approved 2007 is considered the year that Warrior Drive could extend north of Tasker Road through the Wakeland Manor site. STAGE III (SEE EXHIBIT 2b) This site access would be available in 2008. It represents an additional 200 dwellings (150 single family and 50 townhouses). Site access from Stage II would be enhanced because Wakeland Manor traffic could use the section of Warrior Drive north of Tasker Road. In reviewing the three -stage access plans, note the following about the Warrior Drive corridor: • Warrior Drive would be open by the fall of 2003-2004 so this would create some ' reorientation of traffic at study intersections 1, la, 2 and 2a to access this new route to the south. Since the opening date coincides with the Stage 12004 access. • By the fall of 2004 a decision by the County and VDOT regarding the use of ' revenue sharing to build Warrior Drive extended north of Tasker Road through the Wakeland Manor site should be made. Should this occur then this entire new access route would be available by 2007 so it would be in place for Stage III in ' 2008. It would therefore re -direct traffic from the four study intersections. STAGE I (2004) TRAFFIC SITUATION ' In order to establish these AM/PM volumes and levels of service, five steps were necessary. ' STEP 1 ' Project existing 2003 traffic to 2004 by applying a +6.5% annual growth rate to the through traffic on Tasker Road shown on Exhibits 1 and 1 a. The resulting volumes are shown on Exhibit 3 and 3a. The 6.5% growth rate is the same as used by VETTRA in the ' October 29, 2002 Home Depot TIS. STEP 2 ' Exhibits 4 and 4a slow the adjustments to location 1 with Warrior Drive south open to Rt. 277. No adjustments were made to locations 1 a, 2 or 2a. ' STEP 3 ' Exhibits 5 and 5a show the assignment of total Stage I AM/PM traffic created by Wakeland Manor in stage 1 using the geographic distribution approved by VDOT which ' is shown on each exhibit. The traffic generated by the existing 32 Wakeland Manor units 32 AM and 39 PM already use subdivision streets to the west for access even though some of these trips may be morning back west through locations 1 and 2 on Tasker Road ' no reductions were made for this existing Wakeland Manor traffic. Instead the total 156 SF dwelling Stage I Wakeland Manor generated traffic was added to the appropriate intersections. ' Exhibits 6 and 6a depict the Wakeland Manor Stage I traffic assigned to each of the four study intersections. 2 ' 4 STEP ' Next the Exhibits 4 and 4a volumes were added to the Exhibit 6 and 6a volumes to achieve the total Stage 12004 volumes with Wakeland Manor as shown on Exhibit 7 and ' 7a. STEP 5 ' Next unsignalized HCS software was applied to the Exhibit 7 and 7a volumes without improvements off site. ' Appendix B contains the HCS results with Exhibit 8 and 8a showing the LOS results at each study intersection. Note that all intersections will operate at LOS C or better. ' STAGE II 2006 TRAFFIC SITUATION ' In order to establish these AM/PM volumes and levels of service five steps were necessary. STEP 1 Project the 2004 Exhibit 4 and 4a volumes to 2006 by applying a compounded +6.5% per ' year growth rate to the through volumes on Tasker Road. The resulting volumes are shown on Exhibits 9 and 9a. ' STEP 2 Next adjustments were made to account for two new cul-de-sacs on Macedonia Church ' Raod with diversions on both Tasker Road and on the new east -west road through Wakeland Manor. The adjusted volumes are shown on Exhibits 10 and 10a. STEP 3 Next the Stage I and Stage II Wakeland Manor generated traffic was assigned to the ' Stage II road network as shown on Exhibits 11 and 11 a. Exhibits 12 and 12a depict the Wakeland Manor stage I and II traffic assigned to each of ' the four study intersections. STEP 4 ' Next the Exhibit 10 and 1 Oa volumes were added to the Exhibits 11 and 11 a volumes to achieve the total Stage II 2006 volumes with Wakeland Manor as shown on Exhibits 13 and 13a. C L C k STEP 5 Next the unsignalized HCS software was applied to the Exhibits 12 and 12a volumes without improvements off -site. Appendix C contains the HCS results with Exhibits 14 and 14a showing the LOS results at each study intersection. Note that all intersections operate at LOS C or better. STAGE III 2008 TRAFFIC SITUATION In order to establish these AM/PM volumes and levels of service four steps were necessary. ' STEP 1 Project the 2006 Exhibits 10 and 10a volumes to 2008 by applying a compounded +6.5% ' per year growth rate to the through volumes on Tasker Road. The resulting volumes are shown as Exhibits 15 and 15a. ' STEP 2 Next the Stage I, II and III Wakeland Manor generated traffic was assigned to the Stage ' III road network as shown in Exhibits 16 and 16a. Exhibits 17 and 17a depict the Wakeland Manor Stage I, II and III traffic assigned to ' each of the four study intersections STEP 3 Next Exhibits 15 and 15a volumes were added to the Exhibits 17 and 17a volumes to achieve the total Stage III volumes with Wakeland Manor as shown on Exhibits 18 and 18a. ' STEP 4 ' Finally, unsignalized HCS software was applied to the Exhibits 18 and 18a volumes without improvements off -site. ' Appendix C contains the HCS results with Exhibits 19 and 19a showing the LOS results at each intersection. Note that all intersections operate at LOS C or better. ' SUMMARY In summary, the three -stage development Wakeland Manor Access Plan will result in acceptable AM/PM levels of service without any improvements at the four intersections analyzed. Note however, that the stop conditions at locations 1 a and 2a will need to be ' reversed to accommodate the higher traffic volumes generated by Wakeland Manor as F ' compared to the lower volumes on Macedonia Church Road. Location la volumes ' require the change in 2004 and location 2a requires the change in 2006. �I C F u u n m I I EXHIBIT KELLERCO THURSDAY MAY 29, 2003 AM PEAK HOUR VOLUMES (7:15-8:15) 1 KELLERCO THURSDAY MAY 295 2003 PM PEAK HOUR VOLUMES 4-5 PM AND 5-6 PM EXHIBIT la Existing Traffic Signal Existing cul-de-sac KELLERCO j1/32 Du's r 4/35 Du's 2/53 Du's 1VI ►GI We AG1101 Pl of :A MA WAKELAND MANOR STAGE I ACCESS (YEAR 2004) To Rt. S22 To Rt. 522 EXHIBIT 2 -7 Existing Traffic Signal Existing cul-de-sac KELLERCO Phase Units 5 66 TH 6 66 SF 7 25 SF 8 36 TH 9 62 TH Total +255 TASKER ROAD Construct two cul-de-sacs MARYLAND DRIVE Warrior Drive would not extend north until 2007 Note: By fall of 2004 a decision would be made to use revenue sharing if yes, design and build would be completed by 2007 ® Intersections to be analyzed WAKELAND MANOR STAGE II ACCESS (YEAR 2006) To Rt S22 To Rt. 522 EXHIBIT 2a Existing Traffic Signal Existing cul-de-sac 13 29 SF !o 14 31 SF ® Intersections to Rt. S22 Total +200 be analyzed To Rt. 522 EXHIBIT KELLERCO WAKELAND MANOR STATE III ACCESS (YEAR 2008 OR SOONER) 2b 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KELLERCO Exhibit 1 Tasker Road through volumes x 1.065 2004 AM PEAK HOUR VOLUMES WITHOUT WAKELAND MANOR EXHIBIT 3 KELLERCO 2004 PM PEAK HOUR VOLUMES WITHOUT WAKELAND MANOR EXHIBIT 3a 0 4-14J Diversion to Warrior Drive south KE LLERC O 2004 AM PEAK HOUR VOLUMES ADJUSTED FOR OPENING OF WARRIOR DRIVE (SOUTH) EXHIBIT 4 ■ C I ' Diversion to Warrior Drive south KELLERCO 2004 PM PEAK HOUR VOLUMES ADJUSTED FOR OPENING OF WARRIOR DRIVE (SOUTH) EXHIBIT 4a 30% to I81 Winchestei 3% to Rt. 277/181 KELLERCO ASSIGNMENT OF STAGE I WAKELAND MANOR AM PEAK HOUR TRIPS 14% to Rt. 522 53% to Rt. 522 EXHIBIT 5 30% to I81 Winchester 3% to Rt. 277/I81 KELLERCO I ` ASSIGNMENT OF STAGE I WAKELAND MANOR PM PEAK HOUR TRIPS 14% to Rt. 522 53% to E.522 EXHIBIT 5a KELLERCO I NEW WAKELAND MANOR STAGE I AM PEAK HOUR TRIPS EXHIBIT 6 KELLERCO I , NEW WAKELAND MANOR STAGE I PM PEAK HOUR TRIPS EXHIIBIT 6a Change stop ' condition ' 4 ,•h l o z� 1 9 � 1 1 KELLERCO Exhibit 4 + Exhibit 6 MARYLAND DRIVE TOTAL 2004 STAGE I AM PEAK HOUR VOLUMES Z9./� (3 A* 3 SS i'-lw- �3& �Pr EXHIBIT 7 Exhibit 4a + Exhibit 6a (EXHIBIT KELLERCO TOTAL 2004 STAGE I PM PEAK HOUR VOLUMES 7a KELLERCO 2004 STAGE I AM PEAK HOUR LOS EXHIBIT 9 _- l vz' ❑LC� 1 LOS C 16.3 Lc� KELLERCO I MARYL,AND DRIVE 2004 STAGE I PM PEAK HOUR LOS Li L '� N1-pr LOS B 12.6 EXHIBIT 8a -7 �n„ I ;A� MARYLAND DRIVE Exhibit 4 volumes x 1.065 and 1.065 (1.1342) KELLERCO 2006 AM PEAK HOUR VOLUMES WITHOUT WAKELAND MANOR EXHIBIT �J 9 � 4 1 ��a 1 1 1 1 ' KELLERCO F�4E�IVE ROAD . I �T MARYLAND DRIVE Exhibit 4a volumes x 1.065 and 1.065 2006 PM PEAK HOUR VOLUMES WITHOUT WAKELAND MANOR u 10.)� 4 ZZ EXHIBTI' 9a Exhibit 9 volumes adjusted or cul-de-sacs I I EXHIBIT KELLERCO 2006 AM PEAK HOUR VOLUMES ADJUSTED FOR MACEDONIA CHURCH CUL-DE-SACS 10 ROAD MARYLAND DRIVE Exhibit 9a volumes adjusted or cul-de-sacs EXHIBIT KELLERCO 2006 PM PEAK HOUR VOLUMES ADJUSTED FOR MACEDONIA CHURCH CUL-DE-SACS I Oa 30% to I81 Winchestei 3% to Rt. 277/181 SFDU's Stage In Out Total 156 I 91 II 247 46 137 183 TH's 164 II 13 63 76 Total 59 200 259 14% to Rt. 522 53% to Rt. 522 EXHIBIT KELLERCO ASSIGNMENT OF STAGE I AND II WAKELAND MANOR AM PEAK HOUR TRIPS 11 30% to I81 Winchester =3%otot. 277/I81 SFDU's Stage In Out Total 156 I 91 II 247 156 87 243 TH's 164 I1 62 31 93 Total 218 118 336 140% to Rt. 522 53% to Rt. 522 EXHIBIT KELLERCO ASSIGNMENT OF STAGE I AND II WAKELAND MANOR PM PEAK HOUR TRIPS 11 a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 KELLERCO I NEW WAKELAND MANOR STAGE II AM PEAK HOUR TRIPS EXHMIT 12 KELLERCO TASKER ROAD - 1. MARYLAND DRIVE u If �3-;s 34- EXHIBIT NEW WAKELAND MANOR STAGE II PM PEAK HOUR TRIPS 12a Exhibit 10 + Exhibit 12 KELLERCO . X-3101%--utt tMvHU MARYLAND DRIVE TOTAL 2006 STAGE II AM PEAK HOUR VOLUMES EXHIBIT 13 1 la Q 1 1 z2 - b '1 KELLERCO Exhibit 1 Oa + Exhibit 12a i ASKER ROAD MARYLAND DRIVE TOTAL 2006 STAGE II PM PEAK HOUR VOLUMES EXHIBIT 13a KELLERCO 2006 STAGE II AM PEAK HOUR LOS EXHIBIT 14 LOS A � o 1 CAI:: . 1 1 1 1 1 KELLERCO MARYLAND DRIVE 2006 STAGE II PM PEAK HOUR LOS U Lc� p m-A* �C �Pr LOS C 18.8 EXHIBIT 14a Exhibit 10 volumes x 1.065 x 1.065 (1.1342) KELLERCO I , 2008 AM PEAK HOUR VOLUMES WITHOUT WAKELAND MANOR EX]RIBIT 15 Exhibit 10a volumes x 1.065 x 1.065 (1.1342) KE LLERC O 2008 PM PEAK HOUR VOLUMES WITHOUT WAKELAND MANOR EXHIBIT 15a 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 30% to I81 Winchester 3% to Rt. 277/I81 SFDU's In Out Total Stage I -II 59 200 259 Stage III -50 TH 5 25 30 -150 SF 29 86 115 Total III 34 111 145 Total I -II -II 93 311 4 44 14% to Rt. 522 53% to Rt. 522 EXHIBIT KELLERCO ASSIGNMENT OF STAGE I -II -III WAKELAND MANOR AM PEAK HOUR TRIPS 16 30% to I81 Winchester E Rt. 277/I81 SFDU's In Out Total Stage I -II 218 118 336 Stage III -50 TH 23 12 35 -150 SF 99 56 155 TotalIII 122 68 190 Total 1-11-111 340 1 186 1 526 KELLERCO I � ASSIGNMENT OF STAGE I -II -III WAKELAND MANOR PM PEAK HOUR TRIPS 7414 %to Rt. 522 �53% to Rt. 522 EXHIBIT 16a KELLERCO I NEW STAGE I -II -III WAKELAND MANOR AM PEAK HOUR TRIPS IJXIII]BIT 17 Ta Zq, o � ZD Zo Z� L MARYLAND DRIVE 1 pk KELLERCO I NEW STAGE I -II -III WAKELAND MANOR PM PEAK HOUR TRIPS EXIHIBIT 17a Exhibit 15 + 17 KELLERCO TOTAL 2008 STAGE III AM PEAK HOUR TRIPS EXHIBIT 18 ;L o i a 5�' a Exhibit 15a + 17a MARYLAND DRIVE —A*343 �— EXHIBIT KELLERCO TOTAL 2008 STAGE III PM PEAK HOUR TRIPS l ga EXHIBIT KELLERCO 2008 STAGE III AM PEAK HOUR LOS 19 EXHIBIT KELLERCO 2008 STAGE III PM PEAK HOUR LOS 19a APPENDIXES APPENDIX A May 29, 2003 Traffic Count Data KELLERCO LOCATION: 1 DATE: May 29, 2003 TIME A B C D E MOVEMENT F G H I J K L TOTAL CUMULATIVE 1 HOUR TOTAL 6:00-6:15 0 18 1 0 36 0 CI 0 1 1 0 1 58 6:15-6:30 0 21 0 0 56 0 0 0 1 1 1 0 80 6:30-6:45 0 27 0 0 71 0 0 0 0 1 0 1 100 6:45-7:00 1 28 0 1 60 0 0 0 1 1 0 3 95 333 7:00-7:15 1 45 0 1 48 1 4 0 2 1 0 1 104 379 7:15-7:30 0 45 0 0 68 3 1 0 1 2 0 1 121 420 7:30-7:45 3 64 2 3 83 0 1 0 7 5 0 1 169 489 7:45-8:00 2 54 0 2 70 1 3 0 1 0 0 5 138 532 8:00-8:15 0 57 0 3 60 5 3 0 4 3 0 1 136 564 8:15-8:30 0 39 0 2 53 0 0 0 0 3 0 0 97 540 8:30-8:45 2 46 0 0 50 0 1 0 1 1 0 1 102 473 8:45-9:00 1 46 1 0 48 2 1 0 2 5 0 4 110 445 PEAK HOUR 7:15-8:15 5 220 2 8 281 9 8 0 13 10 0 8 564 LOCATION I AM PEAK HOUR EXHIBIT Al KELLERCO LOCATION: la DATE: May 29, 2003 TIME A B MOVEMENT C D E F TOTAL CUMULATIVE 1 HOUR TOTAL 6:00-6:15 0 1 0 0 0 0 1 6:15-6:30 0 1 2 0 0 0 3 6:30-6:45 0 0 1 1 0 0 2 6:45-7:00 4 0 1 2 0 1 8 14 7:00-7:15 2 2 3 1 0 1 9 22 7:15-7:30 0 1 2 0 0 0 3 22 7:30-7:45 1 0 4 2 1 0 8 28 7:45-8:00 2 2 0 4 0 1 9 29 8:00-8:15 5 3 3 0 1 0 12 32 8:15-8:30 1 0 2 1 0 1 5 34 8:30-8:45 2 0 0 2 0 1 5 31 8:45-9:00 5 5 4 4 1 0 19 41 PEAK HOUR 7:15-8:15 8 6 9 6 2 1 32 LOCATION 1 a AM PEAK HOUR EXHIBIT A2 KELLERCO LOCATION: 2 DATE: May 29, 2003 TIME A B MOVEMENT C D E F TOTAL CUMULATIVE 1 HOUR TOTAL 6:00-6:15 1 38 19 1 2 0 61 6:15-6:30 1 51 16 0 2 3 73 6:30-6:45 0 72 23 0 4 0 99 6:45-7:00 2 61 26 0 4 2 95 328 7:00-7:15 2 52 34 1 10 0 99 366 7:15-7:30 1 68 43 0 7 6 125 418 7:30-7:45 3 86 62 0 8 5 164 483 7:45-8:00 2 75 52 0 9 1 139 527 8:00-8:15 2 60 49 0 5 1 117 545 8:15-8:30 4 47 36 0 4 0 91 511 8:30-8:45 0 56 44 0 2 0 102 449 8:45-9:00 0 53 48 0 2 0 103 413 PEAK HOUR 7:15-8:15 8 289 206 0 29 13 545 LOCATION 2 AM PEAK HOUR EXHIBIT A3 KELLERCO LOCATION: 2a DATE: May 29, 2003 TIME A B C D E MOVEMENT F G H I J K L TOTAL CUMULATIVE 1 HOUR TOTAL 6:00-6:15 0 2 0 2 2 0 0 0 0 1 0 0 7 6:15-6:30 0 0 1 1 1 0 0 0 0 0 1 0 4 6:30-6:45 0 0 1 0 0 0 0 1 0 0 0 0 2 6:45-7:00 0 6 1 3 0 0 0 0 0 0 0 3 13 26 7:00-7:15 0 3 1 6 2 0 0 1 0 0 0 3 16 35 7:15-7:30 0 1 2 3 1 0 0 1 0 1 0 0 9 40 7:30-7:45 0 1 1 6 1 0 0 1 0 0 0 3 13 51 7:45-8:00 0 2 0 6 5 0 0 0 0 1 1 3 18 56 8:00-8:15 0 4 0 3 3 0 0 0 0 0 0 3 13 53 8:15-8:30 0 3 0 2 1 0 0 0 0 1 0 2 9 53 8:30-8:45 0 7 0 2 0 1 0 0 1 0 0 5 16 56 8:45-9:00 0 6 0 5 4 0 0 0 0 0 0 2 17 55 PEAK HOUR 7:15-8:15 0 8 3 18 10 0 0 2 0 2 1 9 53 LOCATION 2a AM PEAK HOUR EXHIBIT in KELLERCO LOCATION: 1 DATE: May 29, 2003 TIME A B C D E MOVEMENT F G H I J K L TOTAL CUMULATIVE 1 HOUR TOTAL 4:00-4:15 0 69 3 1 51 3 2 0 1 1 0 3 134 4:15-4:30 2 93 1 2 47 1 2 1 3 2 0 4 158 4:30-4:45 2 83 1 3 59 2 1 1 2 1 0 2 167 4:45-5:00 1 64 4 1 49 0 0 0 4 2 0 1 126 575 5:00-5:15 0 98 0 1 55 3 0 1 0 4 0 2 164 605 5:15-5:30 1 95 2 0 58 0 1 0 2 0 0 2 161 608 5:30-5:45 1 92 1 4 59 2 0 0 4 1 0 0 164 615 5:45-6:00 1 68 1 2 59 1 0 0 2 1 0 1 136 625 6:00-6:15 2 88 0 2 50 1 0 0 3 2 0 5 153 614 6:15-6:30 0 58 1 2 52 0 1 0 0 2 0 3 119 572 6:30-6:45 0 51 2 1 45 2 0 0 0 0 2 0 103 511 6:45-7:00 0 54 1 1 34 2 0 0 1 3 0 2 98 473 PEAK HOUR 5:00-6:00 3 353 4 7 231 6 1 1 8 6 0 5 625 LOCATION 1 PM PEAK HOUR EXHIBIT A5 KELLERCO I LOCATION: la DATE: May 29, 2003 TIME A B MOVEMENT C D E F TOTAL CUMULATIVE 1 HOUR TOTAL 4:00-4:15 3 7 3 2 3 0 18 4:15-4:30 2 6 2 0 1 2 13 4:30-4:45 1 5 2 1 2 3 14 4:45-5:00 2 4 3 1 2 1 13 58 5:00-5:15 2 4 4 1 1 1 13 53 5:15-5:30 1 9 0 1 2 0 13 53 5:30-5:45 2 6 0 1 1 1 11 50 5:45-6:00 1 3 1 2 1 3 11 48 6:00-6:15 1 1 3 2 0 2 9 44 6:15-6:30 2 3 2 2. 1 1 11 42 6:30-6:45 2 5 1 0 0 1 9 40 6:45-7:00 5 1 1 1 0 0 8 37 PEAK HOUR 4:00-5:00 8 22 10 4 8 6 58 LOCATION I a PM PEAK HOUR EXHIBIT A6 KELLERCO LOCATION: 2 DATE: May 29, 2003 TIME A B MOVEMENT C D E F TOTAL CUMULATIVE 1 HOUR TOTAL 4:00-4:15 3 47 70 0 3 1 124 4:15-4:30 0 50 90 2 2 0 144 4:30-4:45 8 54 78 2 3 0 145 4:45-5:00 5 46 68 1 4 0 124 537 5:00-5:15 3 57 92 2 3 1 158 571 5:15-5:30 3 53 107 0 3 0 166 593 5:30-5:45 9 54 86 1 2 2 154 602 5:45-6:00 7 50 70 2 2 1 132 610 6:00-6:15 6 46 80 3 6 2 143 595 6:15-6:30 1 52 58 3 2 2 118 547 6:30-6:45 2 46 44 5 7 1 105 498 6:45-7:00 5 32 51 1 5 2 96 462 PEAK HOUR 5:00-6:00 22 214 355 5 10 4 610 LOCATION 2 PM PEAK HOUR EXHIBIT A7 KELLERCO I LOCATION: 2a DATE: May 29, 2003 TIME A B C D E MOVEMENT F G H I J K L TOTAL CUMULATIVE 1 HOUR TOTAL 4:00-4:15 0 5 1 3 13 1 0 0 0 0 0 2 25 4:15-4:30 0 3 0 2 5 0 0 0 0 1 0 0 11 4:30-4:45 0 4 0 3 6 0 0 1 0 1 0 7 22 4:45-5:00 1 3 2 4 5 0 0 0 0 1 0 5 21 79 5:00-5:15 1 3 0 5 5 0 0 0 0 0 1 1 16 70 5:15-5:30 0 1 2 3 7 0 .0 0 0 1 0 2 16 75 5:30-5:45 0 2 0 6 9 0 0 0 0 1 0 5 23 76 5:45-6:00 0 3 0 2 3 0 0 0 0 2 0 3 13 68 6:00-6:15 0 3 0 4 2 0 0 1 0 2 1 5 18 70 6:15-6:30 0 2 0 2 5 0 0 0 0 2 1 1 13 67 6:30-6:45 0 3 1 5 7 0 0 1 0 1 0 1 19 63 6:45-7:00 0 5 1 5 2 0 0 1 0 0 0 3 17 67 PEAK HOUR 4:00-5:00 1 15 3 12 29 1 0 1 0 3 0 14 79 LOCATION 2a PM PEAK HOUR EXHIBIT A8 2004 Stage I HCS Results —AM-04 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 1 jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R L T R volume 12 300 9 5 192 20 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 13 333 10 5 213 22 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream signal? No No Minor Street: Approach Northbound southbound Movement 7 8 9 10 11 12 L T R L T R volume 11 0 0 61 0 23 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 12 0 0 67 0 25 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 ( 10 11 12 Lane Config LT LT LTR LTR v (vph) 13 5 12 92 C(m) (vph) 1332 1216 393 481 v/c 0.01 0.00 0.03 0.19 95% queue length 0.03 0.01 0.09 0.70 Control Delay 7.7 8.0 14.4 14.2 LOS A A B B Approach Delay 14.4 14.2 Approach LOS B B Page 1 1 I k 11 0 —AM-04 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 1 .jurisdiction: units: U. S. customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 12 300 9 5 192 20 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 83 2 1 53 6 Hourly F1oW Rate, HFR 13 333 10 5 213 22 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 11 0 0 61 0 23 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 0 0 17 0 6 Hourly F1oW Rate, HFR 12 0 0 67 0 25 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustment Movements 13 14 15 16 Page 2 ' -AM-04 Flow (ped/hr) 0 0 0 0 ' Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 ' Upstream Signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to signal vph vph sec sec mph feet S2 Left -Turn Through ' S5 Left -Turn Through ' worksheet 3-Data for computing Effect of Delay to Major Street vehicles Movement 2 Movement 5 ' Shared In volume, major th vehicles: 333 213 shared In volume, major rt vehicles: 0 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 ' Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow -Up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 ' t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals computation 1-Queue clearance Time at Upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 -AM-04 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g (ql) g(q2) g (q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 P(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) p(7) p(8) p (9) P(10) p (11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 235 343 605 604 333 587 592 213 s PX V c,u,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel stage2 stagel stage2 Page 4 ' -AM-04 V(c,x) s 1700 1700 1700 1700 P(x) V(c,u,x) C(r,x) C(plat,x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 333 213 Potential Capacity 709 827 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 709 827 ' Probability of Queue free St. 1.00 0.97 Step 2: LT from Major St. 4 1 Conflicting Flows 343 235 Potential Capacity 1216 1332 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1216 1332 Probability of Queue free St. 1.00 0.99 ' Maj L-Shared Prob Q free St. 1.00 0.99 Step 3: TH from Minor St. 8 11 ' Conflicting Flows 604 592 Potential Capacity 412 419 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.98 0.98 ' Movement Capacity 405 412 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 605 587 Potential Capacity 410 421 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 ' Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.96 0.99 Movement Capacity 393 416 worksheet 7-computation of the Effect p of Two -stage Gap 9 p Acceptance P ' Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - Second Stage Conflicting Flows Potential Capacity ' Page 5 —AM-04 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt ' Movement capacity Part 3 - Single Stage conflicting Flows 604 592 Potential capacity 412 419 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.98 0.98 Movement capacity 405 412 Result for 2 stage process: a C t 405 412 Probability of Queue free St. 1.00 1.00 ' step 4: LT from Minor St. 7 10 Part 1 - First stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - second stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - single stage ' conflicting Flows 605 587 Potential capacity 410 421 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 cap. Adj. factor due to Impeding mvmnt 0.96 0.99 Movement capacity 393 416 ' Results for Two -stage process: a y C t 393 416 ' worksheet 8-shared Lane Calculations Movement 7 8 9 10 11 12 ' L T R L T R volume (vph) 12 0 0 67 0 25 Movement capacity (vph) 393 405 709 416 412 827 ' shared Lane capacity (vph) 393 481 ' worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 1 i 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 —AM-04 C sep 393 405 709 416 412 827 volume 12 0 0 67 0 25 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 393 481 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 13 5 12 92 C(m) (vph) 1332 1216 393 481 v/c 0.01 0.00 0.03 0.19 95% queue length 0.03 0.01 0.09 0.70 Control Delay 7.7 8.0 14.4 14.2 LOS A A B B Approach Delay 14.4 14.2 Approach LOS B B worksheet 11-Shared major LT Impedance and Delay Movement 2 Movement 5 p(o!) 0.99 1.00 v(i), volume for stream 2 or 5 333 213 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 1.00 d(M,LT), Delay for stream 1 or 4 7.7 8.0 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.1 0.0 Page 7 —PM-04 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # 1 jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R I L T R volume 28 246 6 3 339 61 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 31 273 6 3 376 67 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R volume 7 1 2 40 0 13 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 7 1 2 44 0 14 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR ' Delay, Queue Length, and Level of service Approach EB wB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR ' v (vph) 31 3 10 58 C(m) (vph) 1117 1284 351 377 v/c 0.03 0.00 0.03 0.15 95% queue length 0.09 0.01 0.09 0.54 Control Delay 8.3 7.8 15.6 16.3 LOS A A C C Approach Delay 15.6 16.3 Approach LOS C C ' Page 1 -PM-04 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # 1 Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 PM East/West street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 28 246 6 3 339 61 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 8 68 2 1 94 17 Hourly FloW Rate, HFR 31 273 6 3 376 67 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R Volume 7 1 2 40 0 13 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 0 1 11 0 4 Hourly F1oW Rate, HFR 7 1 2 44 0 14 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -PM-04 ' Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. sat Arrival Green cycle Prog. Distance ' Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major Street vehicles Movement 2 Movement 5 1 Shared In volume, major th vehicles: 273 376 shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 ' L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R ' t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals p 9 ' computation 1-Queue clearance Time at upstream Signal Movement 2 Movement 5 v(t) v(l,prot) v(t) V(I,prot) V prog Page 3 -PM-04 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of Twsc Intersection Time blocked Movement 2 Movement 5 V(t) v(l,prot) V(t) v(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) p(7) P(8) P(9) P(10) P(11) p(12) Computation 4 and 5 single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,X 443 279 757 784 273 722 723 376 s PX V c,u,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —PM-04 v(c, x) s 1700 1700 1700 1700 P (x) v(c,u,x) c(r,x) C(plat,x) worksheet 6-Impedance and Capacity Equations step 1: RT from Minor St. 9 12 Conflicting Flows 273 376 Potential Capacity 766 670 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 766 670 Probability of Queue free St. 1.00 0.98 step 2: LT from Major St. 4 1 Conflicting Flows 279 443 Potential Capacity 1284 1117 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1284 1117 Probability of Queue free St. 1.00 0.97 Maj L-shared Prob Q free St. 1.00 0.97 step 3: TH from Minor St. 8 11 ' Conflicting Flows 784 723 Potential capacity 325 352 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.96 0.96 Movement Capacity 313 339 Probability of Queue free St. 1.00 1.00 step 4: LT from Minor St. 7 10 Conflicting Flows 757 722 Potential Capacity 324 342 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.96 0.96 Maj. L, Min T Adj. Imp Factor. 0.97 0.97 Cap. Adj. factor due to Impeding mvmnt 0.95 0.97 Movement Capacity 309 331 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance ' Step 3: TH from Minor St. 8 11 Part 1 - First stage Conflicting Flows Potential Capacity ' Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second Stage Conflicting Flows Potential Capacity ' Page 5 —PM-04 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single stage conflicting Flows 784 723 Potential capacity 325 352 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.96 0.96 Movement capacity 313 339 Result for 2 stage process: a y c t 313 339 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - second stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single stage conflicting Flows 757 722 Potential capacity 324 342 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.96 0.96 Maj. L, Min T Adj. Imp Factor. 0.97 0.97 cap. Adj. factor due to Impeding mvmnt 0.95 0.97 Movement capacity 309 331 Results for Two -stage process: a y c t 309 331 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 7 1 2 44 0 14 Movement capacity (vph) 309 313 766 331 339 670 ' Shared Lane capacity (vph) 351 377 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 —Pm-04 C sep 309 313 Volume 7 1 Delay Q sep Q sep +1 round (Qsep +1) 766 331 339 670 2 44 0 14 n max C sh 351 377 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of Service movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 31 3 10 58 C(m) (vph) 1117 1284 351 377 v/c 0.03 0.00 0.03 0.15 95% queue length 0.09 0.01 0.09 0.54 Control Delay 8.3 7.8 15.6 16.3 LOS A A C C Approach Delay 15.6 16.3 Approach LOS c C worksheet 11-shared major LT Impedance and Delay movement 2 movement 5 p(o�7') 0.97 1.00 v(il), volume for stream 2 or 5 273 376 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s02), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.97 1.00 d(m,LT), Delay for stream 1 or 4 8.3 7.8 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.3 0.0 Page 7 1 —AAM-04 HCS2000: unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY, Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 ' Intersection: # la Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS study period (hrs): 0.25 vehicle volumes and Adjustments Major street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R volume 2 22 1 13 66 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FIoW Rate, HFR 2 24 1 14 73 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R volume 6 6 4 0 8 9 ' Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 6 6 4 0 8 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 ' Configuration LTR LTR Delay, Queue Length, and Level of service ' Approach NB SB westbound Eastbound Movement 1 4 ( 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 14 16 18 C(m) (vph) 1527 1589 835 868 v/c 0.00 0.01 0.02 0.02 95% queue length 0.00 0.03 0.06 0.06 Control Delay 7.4 7.3 9.4 9.2 LOS A A A A Approach Delay 9.4 9.2 Approach LOS A A Page 1 —AAM-04 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 1a jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South street: NORTH/SOUTH Intersection orientation: NS study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 2 22 1 13 66 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 6 0 4 18 0 Hourly Flow Rate, HFR 2 24 1 14 73 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream signal? No No Minor Street Movements 7 L 8 T 9 R 10 L 11 T 12 R volume 6 6 4 0 8 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 2 1 0 2 2 Hourly Flow Rate, HFR 6 6 4 0 8 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade W 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 -AAM-04 Flow (ped/hr) 0 0 0 0 ' Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 ' upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal ' vph vph sec sec mph feet S2 Left -Turn Through ' S5 Left -Turn Through worksheet 3-Data for Computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 24 73 shared In volume, major rt vehicles: 1 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P (hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals Computation 1-Queue Clearance Time at upstream Signal Movement 2 Movement 5 V(t) v(l,prot) v(t) V(l,prot) I v prog Page 3 —AAM-04 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g (q) Computation 2-Proportion of TwSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) v(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p (1) p(4) p(7) p (8) P(9) p(10) p(11) p(12) Computation 4 and 5 single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 73 25 138 129 24 135 130 73 s PX V C,u,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 v(c,x) ' PCx) v(c,u,x) C(r, x) C(plat, x) 1700 —AAM-04 1700 1700 ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. n 0 12 1700 Conflicting Flows 24 73 Potential Capacity 1052 989 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1052 989 Probability of Queue free St. 1.00 0.99 step 2: LT from Major St. 4 1 Conflicting Flows 25 73 Potential Capacity 1589 1527 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1589 1527 Probability of Queue free St. 0.99 1.00 Maj L-Shared Prob Q free St. 0.99 1.00 step 3: TH from Minor St. 8 11 Conflicting Flows 129 130 Potential Capacity 762 761 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 754 753 Probability of Queue free St. 0.99 0.99 Step 4: LT from Minor St. 7 10 Conflicting Flows 138 135 Potential Capacity 833 836 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.98 0.99 Cap. Adj. factor due to Impeding mvmnt 0.97 0.98 Movement capacity 811 821 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows Potential Capacity Page 5 —AAM-04 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage conflicting Flows 129 130 1 Potential Capacity 762 761 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 ' Movement Capacity 754 753 Result for 2 stage process: a ' C t 754 753 Probability of Queue free St. 0.99 0.99 ' Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity ' Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Part 2 - second stage conflicting Flows Potential Capacity Pedestrian Impedance Factor ' Cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - single Stage ' Conflicting Flows 138 135 Potential Capacity 833 836 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.98 0.99 Cap. Adj. factor due to Impeding mvmnt 0.97 0.98 Movement Capacity 811 821 ' Results for Two -stage process: a y C t 811 821 worksheet 8-Shared Lane calculations ' Movement 7 8 9 10 11 12 L T R L T R volume (vph) 6 6 4 0 8 10 ' Movement Capacity (vph) 811 754 1052 821 753 989 shared Lane Capacity (vph) 835 868 worksheet 9-computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 Page 6 C —AAM-04 C sep 811 754 1052 821 753 989 volume 6 6 4 0 8 10 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 835 868 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 14 16 18 C(m) (vph) 1527 1589 835 868 v/c 0.00 0.01 0.02 0.02 95% queue length 0.00 0.03 0.06 0.06 Control Delay 7.4 7.3 9.4 9.2 LOS A A A A Approach Delay 9.4 9.2 Approach LOS A A worksheet 11-Shared Major LT Impedance and Delay Movement 2 Movement 5 p(oj) 1.00 0.99 v(i ), volume for stream 2 or 5 24 73 v(i2), volume for stream 3 or 6 1 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s02), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 1.00 0.99 d(M,LT), Delay for stream 1 or 4 7.4 7.3 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.1 Page 7 —APM-04 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # la jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH intersection Orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Northbound southbound Movement 1 2 3 4 5 6 L T R L T R volume 8 78 6 Peak -Hour Factor, PHF 0.90 0.90 0.90 ' Hourly Flow Rate, HFR 8 86 6- Percent Heavy vehicles 2 Median Type undivided RT Channelized? ' Lanes 0 1 0 Configuration LTR upstream Signal? No Minor street: Approach westbound Movement 7 8 9 L T R 8 42 0 0.90 0.90 0.90 8 46 0 2 -- -- 0 1 0 LTR No Eastbound 10 11 12 L T R volume 4 22 14 0 8 10 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 4 24 15 0 8 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 ' Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach NB SB westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 8 8 43 19 c(m) (vph) 1562 1503 794 866 v/c 0.01 0.01 0.05 0.02 95% queue length 0.02 0.02 0.17 0.07 Control Delay 7.3 7.4 9.8 9.3 LOS A A A A Approach Delay 9.8 9.3 Approach LOS A A Page 1 —APM-04 HCS2000: Unsignalized Intersections Release 4.1c MDW Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO ' Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # la Jurisdiction: units: U. S. customary Analysis Year: Project ID: STAGE 1-2004 PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments ' Major street Movements 1 2 3 4 5 6 L T R L T R volume 8 78 6 8 42 0 ' Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 22 2 2 12 0 Hourly Flow Rate, HFR 8 86 6 8 46 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR ' upstream Signal? No NO Minor Street Movements 7 8 9 10 11 12 ' L T R L T R volume 4 22 14 0 8 10 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 6 4 0 2 3 Hourly F1OW Rate, HFR 4 24 15 0 8 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? NO No Storage RT Channelized? Lanes 0 1 0 0 1 0 ' configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 -APM-04 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn ' Through S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 86 46 Shared In volume, major rt vehicles: 6 0 Sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream Signals Computation 1-Queue clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 —APM-04 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, v(c,max) Min platooned flow, v(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process stage I Stage II p(1) p(4) p(7) p(8) p(9) p(10) p(11) p(12) Computation 4 and 5 Single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 46 92 177 167 89 186 170 46 s PX V C,U,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —APM-04 v(c,x) s 1700 1700 P(x) v(c,u,x) C(r,x) C(plat, x) Worksheet 6-Impedance and Capacity Equations 1700 Step 1: RT from Minor St. 9 12 Conflicting Flows 89 46 Potential capacity 969 1023 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 969 1023 Probability of Queue free St. 0.98 0.99 Step 2: LT from Major St. 4 1 1700 Conflicting Flows 92 46 Potential Capacity 1503 1562 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1503 1562 Probability of Queue free St. 0.99 0.99 Maj L-shared Prob Q free St. 0.99 0.99 Step 3: TH from Minor St. 8 11 ' conflicting Flows 167 170 Potential Capacity 726 723 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 718 715 Probability of Queue free St. 0.97 0.99 Step 4: LT from Minor St. 7 10 Conflicting Flows 177 186 Potential capacity 785 775 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.96 Maj. L, Min T Adj. Imp Factor. 0.98 0.97 Cap. Adj. factor due to Impeding mvmnt 0.97 0.95 Movement Capacity 764 737 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows Potential Capacity Page 5 -APM-04 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 167 170 Potential Capacity 726 723 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 718 715 Result for 2 stage process: a y C t 718 715 Probability of Queue free St. 0.97 0.99 step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows 177 186 Potential Capacity 785 775 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.96 Maj. L, Min T Adj. Imp Factor. 0.98 0.97 cap. Adj. factor due to Impeding mvmnt 0.97 0.95 Movement capacity 764 737 Results for Two -stage process: a y C t 764 737 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 4 24 15 0 8 11 Movement Capacity (vph) 764 718 969 737 715 1023 Shared Lane Capacity (vph) 794 866 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 —APM-04 C sep 764 718 969 737 715 1023 volume 4 24 15 0 8 11 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 794 866 SUM C sep n c act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane config LTR LTR LTR LTR v (vph) 8 8 43 19 C(m) (vph) 1562 1503 794 866 v/c 0.01 0.01 0.05 0.02 95% queue length 0.02 0.02 0.17 0.07 Control Delay 7.3 7.4 9.8 9.3 LOS A A A A Approach Delay 9.8 9.3 Approach LOS A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o!) 0.99 0.99 v(i), volume for stream 2 or 5 86 46 v(i2), volume for stream 3 or 6 6 0 s(il), Saturation flow rate for stream 2 or 5 1700 1700 s(i2), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 0.99 d(M,LT), Delay for stream 1 or 4 7.3 7.4 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 -AM-041 HCs2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 2 Jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R L T R volume 8 355 0 0 236 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 8 394 0 0 262 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor street: Approach Northbound southbound Movement 7 8 9 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly FIOW Rate, HFR Percent Heavy vehicles Percent Grade (%) Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 13 29 0.90 0.90 14 32 2 2 0 NO 0 0 LR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) 8 0 C(m) (vph) 1302 1165 v/c 0.01 0.00 95% queue length 0.02 0.00 Control Delay 7.8 8.1 LOS A A Approach Delay Approach LOS Page 1 46 616 0.07 0.24 11.3 B 11.3 B 1 —AM-041 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MOW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 2 .jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 8 355 0 0 236 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 99 0 0 66 0 Hourly Flow Rate, HFR 8 394 0 0 262 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume Peak Hour Factor, PHF Peak-15 Minute volume Hourly F1oW Rate, HFR Percent Heavy vehicles Percent Grade (%) Median storage Flared Approach: Exists? Storage RT Channelized? Lanes configuration Movements r❑ 13 29 0.90 0.90 4 8 14 32 2 2 0 No 0 0 LR Pedestrian volumes and Adjustments 13 14 15 16 Page 2 -AM-041 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 Upstream signal Data Prog. sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length speed to signal vph vph sec sec mph feet s2 Left -Turn Through s5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 394 262 shared In volume, major rt vehicles: 0 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.70 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 6.4 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 t(f) 2.2 2.2 3.5 3.3 worksheet 5-Effect of upstream signals computation 1-Queue Clearance Time at Upstream signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 —AM-041 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) v(l,prot) v(t) v(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, v(c,max) Min platooned flow, v(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 P(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p (4) p(7) p(8) P(9) P(10) P(11) p(12) Computation 4 and 5 single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R v c,x 262 394 672 262 s Px v c,u,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —AM-041 v(c,x) s 1700 P(x) V(c,U,X) C(r,x) c(plat,x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 ' Conflicting Flows 262 Potential Capacity 777 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 777 Probability of Queue free St. 1.00 0.96 Step 2: LT from Major St. 4 1 Conflicting Flows 394 262 Potential Capacity 1165 1302 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1165 1302 Probability of Queue free St. 1.00 0.99 Maj L-shared Prob Q free St. 1.00 0.99 Step 3: TH from Minor St. 8 11 ' Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement capacity Probability of Queue free St. 1.00 1.00 ' Step 4: LT from Minor St. 7 10 Conflicting Flows 672 Potential Capacity 421 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 Maj. L, Min T Adj. Imp Factor. 0.99 cap. Adj. factor due to Impeding mvmnt 0.95 0.99 Movement Capacity 418 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows ' Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - Second stage Conflicting Flows Potential capacity Page 5 —AM-041 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity Result for 2 stage process: a y C t Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single Stage Conflicting Flows 672 Potential Capacity 421 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 Maj. L, Min T Adj. Imp Factor. 0.99 Cap. Adj. factor due to Impeding mvmnt 0.95 0.99 Movement Capacity 418 Results for Two -stage process: a y C t 418 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 14 32 Movement Capacity (vph) 418 777 shared Lane Capacity (vph) 616 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —AM-041 C sep 418 777 volume 14 32 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 616 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) 8 0 46 C(m) (vph) 1302 1165 616 v/c 0.01 0.00 0.07 95% queue length 0.02 0.00 0.24 Control Delay 7.8 8.1 11.3 LOS A A B Approach Delay 11.3 Approach LOS B worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o!) 0.99 1.00 v(i), volume for stream 2 or 5 394 262 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 1.00 d(M,LT), Delay for stream 1 or 4 7.8 8.1 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.1 0.0 Page 7 —PM-041 HCS2000: unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # 2 jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004-PM East/west Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R L T R volume 22 259 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 Hourly FLOW Rate, HFR 24 287 0 Percent Heavy vehicles 2 -- -- Median Type undivided RT Channelized? No Lanes 0 1 1 Configuration LT R upstream signal? No Minor Street: Approach Northbound Movement 7 8 9 L T R volume Peak Hour Factor, PHF Hourly FLOW Rate, HFR Percent Heavy vehicles ' Percent Grade (%) Median storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration ' Approach Movement ' Lane config v (vph) C(m) (vph) ' v/c 95% queue length Control Delay LOS Approach Delay ' Approach LOS 0 0.25 0 432 5 0.90 0.90 0.90 0 480 5 2 -- No 0 1 1 LT R NO Southbound 10 11 12 L T R 4 10 0.90 0.90 4 11 2 2 0 NO 0 0 LR lay, Queue Length, and Level of service EB wB Northbound Southbound 1 4 7 8 9 10 11 12 LT LT LR 24 0 15 1078 1275 491 0.02 0.00 0.03 0.07 0.00 0.09 8.4 7.8 12.6 A A B 12.6 B Page 1 ^-PM-041 HCS2000: Unsignalized Intersections Release 4.1c MDW Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # 2 jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004-PM East/West Street: EAST/WEST ' North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments ' Major Street Movements 1 2 3 4 5 6 L T R L T R volume 22 259 0 0 432 5 ' Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 6 72 0 0 120 1 Hourly FLOW Rate, HFR 24 287 0 0 480 5 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 4 10 Peak Hour Factor, PHF 0.90 0.90 Peak-15 Minute volume 1 3 ' Hourly Flow Rate, HFR 4 11 Percent Heavy vehicles 2 2 Percent Grade M 0 0 Median storage ' Flared Approach: Exists? NO Storage RT Channelized? Lanes 0 0 Configuration LR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -PM-041 ' Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance ' Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet s2 Left -Turn Through S5 Left -Turn Through ' worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 287 480 shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 ' worksheet 4-Critical Gap and Follow-up Time Calculation critical Gap Calculation Movement 1 4 7 8 9 10 11 12 t(c,base) 4.1 4.1 7.1 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' P(hv) 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.70 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 6.4 6.2 2-stage Follow-up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 t(f) 2.2 2.2 3.5 3.3 worksheet 5-Effect of upstream Signals ' Computation 1-Queue Clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) v(t) V(l,prot) I V prog Page 3 C —PM-041 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) cycle Length, c (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g (ql) g(q2) g (q) Computation 2-Proportion of Twsc Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) p(7) p(8) P (9) P(10) P(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V C,x 485 287 815 480 s PX V C,U,X C r,x c plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 -PM-041 v(c,x) ' 1700 P(x) V(C,U,x) C(r,x) C(plat, x) ' worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 480 Potential capacity 586 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 586 ' Probability of Queue free St. 1.00 0.98 step 2: LT from Major St. 4 1 Conflicting Flows 287 485 Potential Capacity 1275 1078 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1275 1078 Probability of Queue free St. 1.00 0.98 ' Maj L-shared Prob Q free St. 1.00 0.97 Step 3: TH from Minor St. 8 11 Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.97 0.97 Movement Capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 815 Potential capacity 347 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.97 Maj. L, Min T Adj. Imp Factor. 0.98 Cap. Adj. factor due to Impeding mvmnt 0.96 0.98 Movement Capacity 339 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance step 3: TH from Minor St. 8 11 Part 1 - First stage Conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second stage ' conflicting Flows Potential capacity Page 5 I F —PM-041 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.97 0.97 Movement Capacity Result for 2 stage process: a ct Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single Stage Conflicting Flows 815 Potential Capacity 347 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.97 Maj. L, Min T Adj. Imp Factor. 0.98 Cap. Adj. factor due to Impeding mvmnt 0.96 0.98 Movement Capacity 339 Results for Two -stage process: a y C t 339 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 4 11 Movement Capacity (vph) 339 586 Shared Lane Capacity (vph) 491 worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 -Pm-041 C sep 339 586 volume 4 11 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 491 sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) 24 0 15 C(m) (vph) 1078 1275 491 v/c 0.02 0.00 0.03 95% queue length 0.07 0.00 0.09 Control Delay 8.4 7.8 12.6 LOS A A B Approach Delay 12.6 Approach LOS B worksheet 11-shared major LT Impedance and Delay Movement 2 Movement 5 p (o]' ) 0.98 1.00 v(il), volume for stream 2 or 5 287 480 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.97 1.00 d(M,LT), Delay for stream 1 or 4 8.4 7.8 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.2 0.0 Page 7 ^-AAM- 041 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 2a jurisdiction: Units: U. S. Customary Analysis Year: ' Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 ■ L T R I L T R volume 0 21 3 18 14 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 0 23 3 20 15 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R I L T R volume 2 1 9 0 2 0 ' Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 2 1 10 0 2 0 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? ' Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach EB wB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 0 20 13 2 C(m) (vph) 1603 1588 1001 799 v/c 0.00 0.01 0.01 0.00 95% queue length 0.00 0.04 0.04 0.01 Control Delay 7.2 7.3 8.6 9.5 LOS A A A A Approach Delay 8.6 9.5 Approach LOS A A Page 1 —AAM-041 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 AM -STAGE 1 Intersection: # 2a jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 0 21 3 18 14 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 0 6 1 5 4 0 Hourly Flow Rate, HFR 0 23 3 20 15 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 2 1 9 0 2 0 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 0 2 0 1 0 Hourly Flow Rate, HFR 2 1 10 0 2 0 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR ' Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -AAM-041 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet s2 Left -Turn Through s5 Left -Turn Through worksheet 3-Data for Computing Effect of Delay to Major street vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 23 15 shared In volume, major rt vehicles: 3 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals Computation 1-Queue Clearance Time at upstream signal Movement 2 Movement 5 v(t) v(I,prot) v(t) v(l,prot) v prog Page 3 —AAM-041 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g (ql) g(q2) g(q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 P(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) p(7) p(8) P(9) P(10) P(11) p(12) Computation 4 and 5 Single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 15 26 80 79 24 85 81 15 s Px V c,u,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 i v(c,x) P(x) v(c,u,x) C(r,x) C(plat, x) E DO] —AAM-041 1700 worksheet 6-Impedance and Capacity Equations 1700 Step 1: RT from Minor St. 9 12 Conflicting Flows 24 15 Potential Capacity 1052 1065 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1052 1065 Probability of Queue free St. 0.99 1.00 Step 2: LT from Major St. 4 1 Conflicting Flows 26 15 Potential Capacity 1588 1603 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1588 1603 Probability of Queue free St. 0.99 1.00 Maj L-Shared Prob Q free St. 0.99 1.00 1700 Step 3: TH from Minor St. 8 11 ' Conflicting Flows 79 81 Potential Capacity 811 809 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 ' Movement Capacity 801 799 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 80 85 Potential Capacity 908 901 Pedestrian Impedance Factor 1.00 1.00 ' Maj. L, Min T Impedance factor 0.98 0.99 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.98 Movement Capacity 897 883 worksheet 7-computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - Second Stage conflicting Flows Potential Capacity Page 5 —AAM-041 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single Stage Conflicting Flows 79 81 Potential Capacity 811 809 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 801 799 Result for 2 stage process: a y C t 801 799 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage Conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage Conflicting Flows 80 85 Potential Capacity 908 901 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.99 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.98 Movement Capacity 897 883 Results for Two -stage process: a y C t 897 883 worksheet 8-shared Lane Calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 2 1 10 0 2 0 Movement Capacity (vph) 897 801 1052 883 799 1065 shared Lane Capacity (vph) 1001 799 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 C sep volume Delay Q sep Q sep +1 round (Qsep +1) -AAM-041 897 801 1052 883 799 1065 2 1 10 0 2 0 n max C sh 1001 799 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 0 20 13 2 C(m) (vph) 1603 1588 1001 799 v/c 0.00 0.01 0.01 0.00 95% queue length 0.00 0.04 0.04 0.01 Control Delay 7.2 7.3 8.6 9.5 LOS A A A A Approach Delay 8.6 9.5 Approach LOS A A worksheet 11-Shared Major LT Impedance and Delay p(o,77) v(il), volume for stream 2 or 5 v(i2), volume for stream 3 or 6 s(il), Saturation flow rate for stream 2 or 5 s02), saturation flow rate for stream 3 or 6 P"(oj) d(M,LT), Delay for stream 1 or 4 N, Number of major street through lanes d(rank,l) Delay for stream 2 or 5 Page 7 Movement 2 Movement 5 1.00 0.99 23 15 3 0 1700 1700 1700 1700 1.00 0.99 7.2 7.3 1 1 0.0 0.1 —APM-042 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY 1 Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # 2a jurisdiction: units: U. S. Customary Analysis Year: 1 Project ID: STAGE 1-2004 - PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R L T R volume 1 23 3 12 43 1 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FIoW Rate, HFR 1 25 3 13 47 1 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R volume 3 0 14 0 1 0 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 3 0 15 0 1 0 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config 1 LTR LTR LTR LTR v (vph) 1 13 18 1 C(m) (vph) 1559 1585 1015 779 v/c 0.00 0.01 0.02 0.00 95% queue length 0.00 0.02 0.05 0.00 Control Delay 7.3 7.3 8.6 9.6 LOS A A A A Approach Delay 8.6 9.6 ' Approach LOS A A Page 1 —APM-042 HCS2000: Unsignalized Intersections Release 4.1c MDW Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSI Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2004 PM -STAGE 1 Intersection: # 2a jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 1-2004 - PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 1 23 3 12 43 1 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 0 6 1 3 12 0 Hourly FLOW Rate, HFR 1 25 3 13 47 1 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 3 0 14 0 1 0 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 0 4 0 0 0 Hourly F1oW Rate, HFR 3 0 15 0 1 0 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustment Movements 13 14 15 16 Page 2 -APM-042 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream signal Data p 9 Prog. Sat Arrival Green Cycle Prog. Distance ' Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn 1 Through S5 Left -Turn Through ' worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 25 47 Shared In volume, major rt vehicles: 3 1 Sat flow rate, major th vehicles: 1700 1700 ' Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 ' worksheet 4-Critical Gap and Follow-up Time calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P (HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals p 9 Computation 1-Queue Clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(I,prot) V prog Page 3 —APM-042 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of TwSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) v(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, v(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 P(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process stage I Stage II p(l) p(4) p(7) p(8) ' p(9) p(10) p(11) p(12) Computation 4 and 5 Single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 48 28 102 102 26 110 104 48 s ' Px V C,U,X C r,x ■ C plat,x Two -Stage Process 7 8 10 11 stagel Stage2 stagel Stage2 Stagel Stage2 stagel Stage2 Page 4 —APM-042 V(c,x) ' s 1700 1700 1700 1700 P(x) V(c,u,x) ' C(r, x) C(plat,x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 conflicting Flows 26 48 Potential Capacity 1050 1021 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1050 1021 ' Probability of Queue free St. 0.99 1.00 step 2: LT from Major St. 4 1 Conflicting Flows 28 48 ' Potential Capacity 1585 1559 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1585 1559 Probability of Queue free St. 0.99 1.00 Maj L-shared Prob Q free St. 0.99 1.00 step 3: TH from Minor St. 8 11 ' Conflicting Flows 102 104 Potential Capacity 788 786 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 ' Movement Capacity 781 779 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 ' Conflicting Flows 102 110 Potential capacity 879 868 Pedestrian Impedance Factor 1.00 1.00 ' Maj. L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.98 Movement Capacity 872 850 worksheet 7-computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - Second Stage Conflicting Flows ' Potential Capacity Page 5 -APM-042 Pedestrian Impedance Factor ' Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage Conflicting Flows 102 104 ' Potential Capacity 788 786 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 ' Movement Capacity 781 779 Result for 2 stage process: a C t 781 779 Probability of Queue free St. 1.00 1.00 ' Step 4: LT from Minor St. 7 10 Part 1 - First stage Conflicting Flows Potential Capacity ' Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor ' Cap. Adj. factor due to Impeding mvmnt Movement Capacity art 3 - single stage onflicting Flows ' Potential 102 110 Capacity 879 868 Pedestrian Impedance Factor 1.00 1.00 Mal. L, Min T Impedance factor 0.99 0.99 ' Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.98 Movement Capacity 872 850 ' Results for Two -stage process: a y C t 872 850 1 worksheet 8-shared Lane Calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 3 0 15 0 1 0 Movement Capacity (vph) 872 781 1050 850 779 1021 ' shared Lane Capacity (vph) 1015 779 tworksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 -APM-042 C sep 872 781 1050 850 779 1021 volume 3 0 15 0 1 0 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 1015 779 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 1 13 18 1 C(m) (vph) 1559 1585 1015 779 v/c 0.00 0.01 0.02 0.00 95% queue length 0.00 0.02 0.05 0.00 Control Delay 7.3 7.3 8.6 9.6 LOS A A A A Approach Delay 8.6 9.6 Approach LOS A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(oj) 1.00 0.99 v(i1l), volume for stream 2 or 5 25 47 v(i2), volume for stream 3 or 6 3 1 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 1.00 0.99 d(M,LT), Delay for stream 1 or 4 7.3 7.3 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.1 Page 7 APPENDIX C 2006 Stage II HCS Results —AM-06s2 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW ' Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 Intersection: # 1 .Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 ' East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 ' vehicle volumes and Adjustments Major street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R L T R volume 11 348 9 5 242 16 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 12 386 10 5 268 17 ' Percent Heavy vehicles 2 2 Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor street: Approach Northbound Southbound ' Movement 7 8 9 10 11 12 L T R L T R volume 11 0 10 52 0 21 ' Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 12 0 11 57 0 23 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service ' Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 12 5 23 80 C(m) (vph) 1277 1163 439 410 v/c 0.01 0.00 0.05 0.20 95% queue length 0.03 0.01 0.17 0.71 ' Control Delay 7.8 8.1 13.7 15.9 LOS A A B C Approach Delay 13.7 15.9 Approach LOS B C ' Page 1 u k -AM-06S2 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 Intersection: # 1 .jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 11 348 9 5 242 16 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 97 2 1 67 4 Hourly Flow Rate, HFR 12 386 10 5 268 17 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 11 0 10 52 0 21 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 0 3 14 0 6 Hourly F1oW Rate, HFR 12 0 11 57 0 23 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR ' Movements Pedestrian volumes and Adjustments 13 14 15 16 Page 2 -AM-06S2 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 Upstream signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through s5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 386 268 shared In volume, major rt vehicles: 0 0 sat flow rate, major th vehicles: 1700 1700 Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow -Up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of Upstream Signals computation 1-Queue clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) v prog Page 3 —AM-06S2 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g (q) computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, v(c,max) Min platooned flow, v(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -Stage Process movements, p(x) Process Stage I Stage II ' PM 4 p (4) p(7) p (8) ' p(9) P(10) P(11) p(12) Computation 4 and 5 single -stage Process Movement 1 4 7 8 9 10 11 12 ' L L L T R L T R V C,x 285 396 708 705 386 698 698 268 s ' PX V C,U,X C r,x ' C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —AM-06S2 v(c,x) ' s 1700 1700 1700 1700 P(x) v(c,u,x) ' c(r,x) c(plat,x) worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 conflicting Flows 386 268 Potential capacity 662 771 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 662 771 Probability of Queue free St. 0.98 0.97 Step 2: LT from Major St. 4 1 conflicting Flows 396 285 ' Potential capacity 1163 1277 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1163 1277 Probability of Queue free St. 1.00 0.99 ' Maj L-Shared Prob Q free St. 0.99 0.99 Step 3: TH from Minor St. 8 11 conflicting Flows 705 698 Potential capacity 361 364 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to impeding mvmnt 0.98 0.98 Movement capacity 355 358 Probability of Queue free St. 1.00 1.00 ' Step 4: LT from Minor St. 7 10 Conflicting Flows 708 698 Potential capacity 350 355 Pedestrian Impedance Factor 1.00 1.00 ' Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 cap. Adj. factor due to Impeding mvmnt 0.96 0.97 Movement capacity 335 345 worksheet 7-computation of the Effect of Two -stage Gap Acceptance ' Step 3: TH from Minor St. 8 11 Part 1 - First Stage conflicting Flows ' Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity ' Probability of Queue free St. Part 2 - second stage conflicting Flows ' Potential capacity Page 5 1 —AM-06S2 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single Stage conflicting Flows 705 698 Potential capacity 361 364 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.98 0.98 Movement capacity 355 358 Result for 2 stage process: a c t 355 358 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - Second Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single stage conflicting Flows 708 698 Potential capacity 350 355 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 cap. Adj. factor due to Impeding mvmnt 0.96 0.97 Movement capacity 335 345 Results for Two -stage process: a y c t 335 345 worksheet 8-Shared Lane calculations I Movement 7 8 9 10 11 12 L T R L T R volume (vph) 12 0 11 57 0 23 Movement capacity (vph) 335 355 662 345 358 771 Shared Lane capacity (vph) 439 410 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 —AM-06S2 C sep 335 355 662 345 358 771 volume 12 0 11 57 0 23 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 439 410 sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 12 5 23 80 C(m) (vph) 1277 1163 439 410 v/c 0.01 0.00 0.05 0.20 95% queue length 0.03 0.01 0.17 0.71 Control Delay 7.8 8.1 13.7 15.9 LOS A A B C Approach Delay 13.7 15.9 Approach LOS B C worksheet 11-shared major LT Impedance and Delay Movement 2 Movement 5 p(o ) 0.99 1.00 v(i�), volume for stream 2 or 5 386 268 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 0.99 d(M,LT), Delay for stream 1 or 4 7.8 8.1 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.1 0.0 Page 7 0 —PM-06s2 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM-STAGE2 Intersection: # 1 ' jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2 -2006 PM ' East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 ' vehicle volumes and Adjustments Major street: Approach Eastbound westbound Movement 1 2 3 4 5 6 ' L T R L T R volume 22 313 6 3 403 56 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 24 347 6- 3 447 62 ' Percent Heavy vehicles 2 2 Median Type undivided RT channelized? No No Lanes 0 1 1 0 1 1 ' Configuration LT R LT R Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 7 1 2 35 0 11 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 7 1 2 38 0 12 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 ( 10 11 12 Lane config LT LT LTR LTR ' v (vph) 24 3 10 50 C(m) (vph) 1056 1206 292 313 v/c 0.02 0.00 0.03 0.16 ' 95% queue length 0.07 0.01 0.11 0.56 Control Delay 8.5 8.0 17.8 18.7 LOS A A C C Approach Delay 17.8 18.7 Approach LOS C C ' Page 1 —PM-06S2 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANAL Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM-STAGE2 Intersection: # 1 Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2 -2006 PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 22 313 6 3 403 56 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 6 87 2 1 112 16 Hourly F1oW Rate, HFR 24 347 6 3 447 62 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 7 1 2 35 0 11 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 0 1 10 0 3 Hourly F1oW Rate, HFR 7 1 2 38 0 12 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 -PM-06S2 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet s2 Left -Turn ' Through S5 Left -Turn Through Iworksheet 3-Data for computing Effect of Delay to Major Street vehicles C Movement 2 Movement 5 Shared In volume, major th vehicles: 347 447 shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals computation 1-Queue clearance Time at Upstream signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 -PM-06S2 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P 9(ql) 9(q2) g(q) Computation 2-Proportion of Twsc Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result 0.000 p(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II P(1) p (4) p (7) p (8) P(9) p (10) p (11) p (12) computation 4 and 5 single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 509 353 885 910 347 853 854 447 s Px V c,u,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 ^-PM-06s2 V(c,x) ' s 1700 1700 P(x) 1700 1700 V(c,u,x) c(r,x) ' C(plat,x) ' worksheet 6-Impedance and Capacity Equations step 1: RT from Minor St. 9 12 conflicting Flows 347 447 Potential Capacity 696 612 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 696 612 Probability of Queue free St. 1.00 0.98 step 2: LT from Major St. 4 1 Conflicting Flows 353 509 ' Potential Capacity 1206 1056 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1206 1056 Probability of Queue free St. 1.00 0.98 Maj L-shared Prob Q free St. 1.00 0.97 step 3: TH from Minor St. 8 11 ' conflicting Flows 910 854 Potential capacity 275 296 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.97 0.97 ' Movement Capacity 266 287 Probability of Queue free St. 1.00 1.00 step 4: LT from Minor St. 7 10 Conflicting Flows 885 853 Potential capacity 266 279 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.97 0.96 Maj. L, Min T Adj. Imp Factor. 0.98 0.97 cap. Adj. factor due to Impeding mvmnt 0.96 0.97 Movement Capacity 254 271 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows Potential Capacity Page 5 —PM-06S2 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single Stage Conflicting Flows 910 854 Potential Capacity 275 296 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.97 0.97 Movement Capacity 266 287 Result for 2 stage process: a C t 266 287 Probability of Queue free St. 1.00 1.00 step 4: LT from Minor St. 7 10 Part 1 - First stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage conflicting Flows Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 885 853 Potential capacity 266 279 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.97 0.96 Maj. L, Min T Adj. Imp Factor. 0.98 0.97 Cap. Adj. factor due to Impeding mvmnt 0.96 0.97 Movement Capacity 254 271 Results for Two -stage process: a y C t 254 271 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 7 1 2 38 0 12 Movement Capacity (vph) 254 266 696 271 287 612 shared Lane Capacity (vph) 292 313 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 —PM-06S2 C sep 254 266 696 271 287 612 volume 7 1 2 38 0 12 ' Delay Q sep Q sep +1 ' round (Qsep +1) n max C sh 292 313 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 tLane Config LT LT LTR LTR v (vph) 24 3 10 50 C(m) (vph) 1056 1206 292 313 v/c 0.02 0.00 0.03 0.16 ' 95% queue length 0.07 0.01 0.11 0.56 Control Delay 8.5 8.0 17.8 18.7 LOS A A C C Approach Delay 17.8 18.7 Approach LOS C C ' worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o!) 0.98 1.00 ' v(i), volume for stream 2 or 5 347 447 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s02), saturation flow rate for stream 3 or 6 1700 1700 ' P*(oj) 0.97 1.00 d(M,LT), Delay for stream 1 or 4 8.5 8.0 N, Number of major street through lanes 1 1 ' d(rank,l) Delay for stream 2 or 5 0.2 0.0 11 Page 7 U •-AAM-06s2 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY. Analyst: MDW ' Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 Intersection: # la ' jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 ' East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS study period (hrs): 0.25 vehicle volumes and Adjustments Major street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R L T R volume 2 17 1 0 61 6 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 2 18 1- 0 67 6- ' Percent Heavy vehicles 2 2 Median Type undivided RT channelized? Lanes 0 1 0 0 1 0 ' Configuration LTR LTR Upstream signal? No No Minor Street: Approach westbound Eastbound Movement 7 8 9 1 10 11 12 L T R L T R volume 1 1 1 8 8 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 1 1 1 8 8 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 configuration LTR LTR Delay, Queue Length, and Level of service Approach NB SB westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane config LTR LTR I LTR I LTR v (vph) 2 0 3 26 C(m) (vph) 1527 1597 893 892 v/c 0.00 0.00 0.00 0.03 95% queue length 0.00 0.00 0.01 0.09 Control Delay 7.4 7.3 9.0 9.2 LOS A A A A Approach Delay 9.0 9.2 Approach LOS A A Page 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —AAM-06S2 HCS2000: Unsignalized Intersections Release 4.1c MDW Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 Intersection: # la Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major street Movements 1 2 3 4 5 6 L T R L T R volume 2 17 1 0 61 6 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 5 0 0 17 2 Hourly Flow Rate, HFR 2 18 1 0 67 6 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 1 1 1 8 8 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 0 0 0 2 2 2 Hourly F1oW Rate, HFR 1 1 1 8 8 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 Flow (ped/hr) Lane width (ft) walking Speed (ft/sec) Percent Blockage s2 Left -Turn Through S5 Left -Turn Through -AAM-06S2 0 0 0 0 12.0 12.0 12.0 12.0 4.0 4.0 4.0 4.0 0 0 0 0 upstream signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length speed to Signal vph vph sec sec mph feet worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 18 67 shared In volume, major rt vehicles: 1 6 Sat flow rate, major th vehicles: 1700 1700 Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals computation 1-Queue clearance Time at upstream signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 G —AAM-06S2 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) computation 2-Proportion of Twsc Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process stage I Stage II p(1) p(4) p(7) p (8) P(9) P(10) P(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V C,x 73 19 101 95 18 94 93 70 s PX V C,U,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —AAM-06S2 V(C,X) s 1700 1700 1700 1700 P(x) V(c,u,X) ' c(r,x) c(plat,x) worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 conflicting Flows 18 70 Potential capacity 1061 993 Pedestrian impedance Factor 1.00 1.00 Movement capacity 1061 993 Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 conflicting Flows 19 73 Potential capacity 1597 1527 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1597 1527 Probability of Queue free St. 1.00 1.00 Maj L-shared Prob Q free St. 1.00 1.00 Step 3: TH from Minor St. 8 11 ' conflicting Flows 95 93 Potential capacity 795 797 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 1.00 1.00 ' Movement capacity 794 796 Probability of Queue free St. 1.00 0.99 Step 4: LT from Minor St. 7 10 conflicting Flows 101 94 Potential capacity 880 889 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 1.00 Maj. L, Min T Adj. Imp Factor. 0.99 1.00 cap. Adj. factor due to Impeding mvmnt 0.98 1.00 Movement capacity 864 886 worksheet 7-computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Probability of Queue free St. Part 2 - second stage ' conflicting Flows Potential capacity Page 5 —AAM-06S2 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage Conflicting Flows 95 93 Potential Capacity 795 797 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 794 796 Result for 2 stage process: a y C t 794 796 Probability of Queue free St. 1.00 0.99 Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 101 94 Potential Capacity 880 889 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 1.00 Maj. L, Min T Adj. Imp Factor. 0.99 1.00 Cap. Adj. factor due to Impeding mvmnt 0.98 1.00 Movement Capacity 864 886 Results for Two -stage process: a y C t 864 886 worksheet 8-shared Lane Calculations ' Movement 7 8 9 10 11 12 L T R L T R volume (vph) 1 1 1 8 8 10 Movement Capacity (vph) 864 794 1061 886 796 993 ' shared Lane Capacity (vph) 893 892 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —AAM-06S2 C sep 864 794 1061 886 796 993 volume 1 1 1 8 8 10 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 893 892 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 0 3 26 C(m) (vph) 1527 1597 893 892 v/c 0.00 0.00 0.00 0.03 95% queue length 0.00 0.00 0.01 0.09 Control Delay 7.4 7.3 9.0 9.2 LOS A A A A Approach Delay 9.0 9.2 Approach LOS A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o ) 1.00 1.00 v(i�), volume for stream 2 or 5 18 67 v(i2), volume for stream 3 or 6 1 6 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 1.00 1.00 d(M,LT), Delay for stream 1 or 4 7.4 7.3 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 —APM-06S2 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM -STAGE 2 Intersection: # la jurisdiction: units: U. S. customary Analysis Year: Project ID: STAGE 2-2006 PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major street: Approach Northbound southbound Movement 1 2 3 4 5 6 L T R L T R volume 8 73 0 0 41 22 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1OW Rate, HFR 8 81 0 0 45 24 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R volume 1 1 1 8 0 10 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 1 1 1 8 0 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach NB SB westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane config LTR LTR LTR LTR v (vph) 8 0 3 19 C(m) (vph) 1532 1517 819 913 v/c 0.01 0.00 0.00 0.02 95% queue length 0.02 0.00 0.01 0.06 Control Delay 7.4 7.4 9.4 9.0 LOS A A A A Approach Delay 9.4 9.0 Approach LOS A A Page 1 —APM-06S2 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM -STAGE 2 Intersection: # 1a jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major street Movements 1 2 3 4 5 6 L T R L T R volume 8 73 0 0 41 22 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 20 0 0 11 6 Hourly F1oW Rate, HFR 8 81 0 0 45 24 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor Street Movements 7 L 8 T 9 R 10 L 11 T 12 R volume 1 1 1 8 0 10 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 0 0 0 2 0 3 Hourly F1oW Rate, HFR 1 1 1 8 0 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR ' Movements Pedestrian volumes and Adjustment 13 14 15 16 Page 2 -APM-06S2 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length speed to signal vph vph sec sec mph feet s2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for Computing Effect of Delay to Major street vehicles Movement 2 Movement 5 tShared In volume, major th vehicles: 81 45 shared In volume, major rt vehicles: 0 24 Sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage ' Follow-up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals Computation 1-Queue Clearance Time at upstream signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) ' V prog Page 3 —APM-06S2 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g(q) Computation 2-Proportion of Twsc intersection Time blocked Movement 2 Movement 5 V(t) v(l,prot) V(t) v(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, v(c,max) Min platooned flow, v(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -stage Process movements, p(x) Process stage I Stage II p(1) p(4) p(7) p(8) p(9) p(10) p(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R v c,x 69 81 159 166 81 155 154 57 s PX V c,U,X C r,x C plat,x Two -Stage Process 7 8 10 11 stagel Stage2 Stagel Stage2 Stagel stage2 Stagel stage2 Page 4 V(c,x) P(x) V(c,U,x) C(r,x) C(plat,x) —APM-06S2 1700 1700 1700 worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 81 57 Potential Capacity 979 1009 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 979 1009 Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 conflicting Flows 81 69 ' Potential Capacity 1517 1532 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1517 1532 Probability of Queue free St. 1.00 0.99 Maj L-shared Prob Q free 1 St. 1.00 0.99 Step 3: TH from Minor St. 8 11 1700 Conflicting Flows 166 154 Potential Capacity 727 738 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 723 734 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 159 155 Potential Capacity 807 812 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 Cap. Adj. factor due to Impeding mvmnt 0.98 0.99 Movement Capacity 795 807 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - Second stage Conflicting Flows Potential Capacity Page 5 -APM-06S2 Pedestrian Impedance Factor Cap. Adj. factor due to impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows 166 154 Potential Capacity 727 738 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 723 734 Result for 2 stage process: a y C t 723 734 Probability of Queue free St. 1.00 1.00 step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage Conflicting Flows 159 155 Potential Capacity 807 812 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 Cap. Adj. factor due to Impeding mvmnt 0.98 0.99 Movement Capacity 795 807 Results for Two -stage process: a y C t 795 807 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 1 1 1 8 0 11 ' Movement Capacity (vph) 795 723 979 807 734 1009 Shared Lane capacity (vph) 819 913 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 -APM-06S2 C sep 795 723 volume 1 1 Delay Q sep Q sep +1 round (Qsep +1) 979 807 734 1009 1 8 0 11 n max C sh 819 913 Sum c sep n c act worksheet 10-Delay, Queue Length, and Level of Service Movement 1 4 7 8 9 10 11 12 Lane config LTR LTR LTR LTR v (vph) 8 0 3 19 c(m) (vph) 1532 1517 819 913 v/c 0.01 0.00 0.00 0.02 95% queue length 0.02 0.00 0.01 0.06 Control Delay 7.4 7.4 9.4 9.0 LOS A A A A Approach Delay 9.4 9.0 Approach LOS A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(oj) 0.99 1.00 v(i ), volume for stream 2 or 5 81 45 v(i2), volume for stream 3 or 6 0 24 s(il), Saturation flow rate for stream 2 or 5 1700 1700 s02), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 1.00 d(M,LT), Delay for stream 1 or 4 7.4 7.4 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 —AM-06S21 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY ' Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 ' Intersection: # 2 Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2 -2006 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 L T R L T R volume 17 390 0 0 262 19 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 18 433 0 0 291 21 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street: Approach Northbound southbound Movement 7 8 9 10 11 12 L T R I L T R volume Peak Hour Factor, PHF Hourly F1oW Rate, HFR Percent Heavy vehicles ' Percent Grade (%) Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 79 63 0.90 0.90 87 70 2 2 0 0 No 0 0 LR Delay, Queue Length, and Level of service Approach EB WB Northbound southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT ( LR v (vph) 18 0 C(m) (vph) 1248 1127 v/c 0.01 0.00 95% queue length 0.04 0.00 Control Delay 7.9 8.2 LOS A A Approach Delay Approach LOS Page 1 157 477 0.33 1.42 16.2 C 16.2 C 1 —AM-06S21 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 Intersection: # 2 jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2 -2006 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 17 390 0 0 262 19 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 5 108 0 0 73 5 Hourly Flow Rate, HFR 18 433 0 0 291 21 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume Peak Hour Factor, PHF Peak-15 Minute volume Hourly Flow Rate, HFR Percent Heavy vehicles Percent Grade (%) Median storage Flared Approach: Exists? Storage RT channelized? Lanes configuration 79 63 0.90 0.90 22 18 87 70 2 2 0 No 0 0 LR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -AM-06S21 Flow (ped/hr) 0 0 0 0 ' Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length speed to Signal ' vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through ' worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 ' Shared In volume, major th vehicles: 433 291 shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 ' Number of major street through lanes: 1 1 ' worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 ' t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.70 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 6.4 6.2 2-stage ' Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R ' t(f,base) 2.20 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 t(f) 2.2 2.2 3.5 3.3 ' w rksheet 5-Effect of upstream signals o p g s ' computation 1-Queue clearance Time at upstream signal Movement 2 Movement 5 v(t) v(l,prot) v(t) V(l,prot) V prog Page 3 —AM-06s21 Total saturation Flow Rate, s (vph) ' Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P ' g (ql) g(q2) g(q) ' Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) ' Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) ' constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -Stage Process movements, p(x) Process stage I stage II p(1) ' p(4) p(7) p(8) P(9) p(10) P(11) p(12) Computation 4 and 5 Single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R 312 433 760 291 V c,x s Px V c,u,x C r,x C plat,x ' Two -Stage Process 7 8 10 11 stagel Stage2 stagel Stage2 stagel Stage2 Stagel Stage2 ' 4 Page -AM-06S21 v(c,x) s 1700 ' P(x) v(c,u,x) c(r,x) c(plat, x) ' worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 conflicting Flows 291 ' Potential capacity 748 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 748 ' Probability of Queue free St. 1.00 0.91 step 2: LT from Major St. 4 1 conflicting Flows 433 312 ' Potential capacity 1127 1248 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1127 1248 Probability of Queue free St. 1.00 0.99 Maj L-shared Prob Q free St. 1.00 0.98 step 3: TH from Minor St. 8 11 ' conflicting Flows Potential capacity Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.98 0.98 ' Movement capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 760 Potential capacity 374 edestrian Impedance Factor 1.00 1.00 ' m aj. L, Min T Impedance factor 0.98 a,7. L, Min T Adj. Imp Factor. 0.99 cap. Adj. factor due to Impeding mvmnt 0.89 0.99 Movement capacity 369 ' worksheet 7-computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Probability of Queue free St. Part 2 - second Stage conflicting Flows Potential capacity Page 5 -AM-06S21 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt ' Movement capacity Part 3 - Single Stage Conflicting Flows Potential capacity Pedestrian impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.98 0.98 Movement Capacity Result for 2 stage process: a y ct Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential Capacity ' Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - Second Stage conflicting Flows Potential capacity Pedestrian Impedance Factor ' cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single Stage ' conflicting Flows 760 Potential capacity 374 Pedestrian Impedance Factor 1.00 1.00 L, Min T Impedance factor 0.98 Cal. aj. L, Min T Adj. Imp Factor. 0.99 ap. Adj. factor due to Impeding mvmnt 0.89 0.99 Movement Capacity 369 ' Results for Two -stage process: a y C t 369 ' worksheet 8-Shared Lane Calculations ' Movement 7 8 9 10 11 12 L T R L T R volume (vph) 87 70 Movement Capacity (vph) 369 748 ' Shared Lane capacity (vph) 477 ' worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 —AM-06S21 C sep 369 748 volume 87 70 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 477 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) 18 0 157 C(m) (vph) 1248 1127 477 v/c 0.01 0.00 0.33 95% queue length 0.04 0.00 1.42 control Delay 7.9 8.2 16.2 LOS A A C Approach Delay 16.2 Approach LOS c worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(oj) 0.99 1.00 v(i ), volume for stream 2 or 5 433 291 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 Px(oj) 0.98 1.00 d(M,LT), Delay for stream 1 or 4 7.9 8.2 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.2 0.0 Page 7 —PM-06S21 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM -STAGE 2 Intersection: # 2 .jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006-PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW Study period (hrs): 0.25 ' vehicle volumes and Adjustments Major street: Approach Eastbound westbound Movement 1 2 3 4 5 6 ' L T R L T R volume 60 289 0 0 479 72 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 66 321 0- 0 532 80 ' Percent Heavy vehicles 2 2 Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 ' Configuration LT R LT R upstream Signal? No No Minor street: Approach Northbound southbound Movement 7 8 9 10 11 12 L T R L T R volume 37 28 Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 41 31 Percent Heavy vehicles 2 2 Percent Grade (%) 0 0 ' Median storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 ' Configuration LR Delay, Queue Length, and Level of Service ' Approach EB WB Northbound southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR ' v (vph) 66 0 72 C(m) (vph) 967 1239 332 v/c 0.07 0.00 0.22 95% queue length 0.22 0.00 0.81 ' Control Delay 9.0 7.9 18.8 LOS A A C Approach Delay 18.8 Approach LOS C Page 1 1 1 1 1 1 1 1 1 1 1 1 —PM-06S21 HCS2000: unsignalized Intersections Release 4.1c MOW Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSI Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM -STAGE 2 Intersection: # 2 jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006-PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 Vehicle volumes and Adjustments Major street Movements 1 2 3 4 5 6 L T R L T R volume 60 289 0 0 479 72 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 17 80 0 0 133 20 Hourly F1oW Rate, HFR 66 321 0 0 532 80 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 37 28 Peak Hour Factor, PHF 0.90 0.90 Peak-15 Minute volume 10 8 Hourly FLOW Rate, HFR 41 31 Percent Heavy vehicles 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No storage RT channelized? Lanes 0 0 Configuration LR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -PM-06S21 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance vphw vphw Type sec sec Length Smphd tosignal s2 Left -Turn Through S5 Left -Turn Through ' worksheet 3-Data for Computing Effect of Delay to Major street vehicles Movement 2 Movement 5 ' Shared In volume, major th vehicles: 321 532 shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 ' sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 ' L L L T R L T R t(c,base) 4.1 4.1 7.1 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.70 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 6.4 6.2 2-stage ' Follow-up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 3.30 t(f,Hv) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 t(f) 2.2 2.2 3.5 3.3 ' worksheet 5-Effect of upstream signals p 9 ' Computation 1-Queue Clearance Time at upstream Signal Movement 2 Movement 5 V(t) v(I,prot) v(t) v(I,prot) ' v prog Page 3 GPM-06S21 Total Saturation Flow Rate, s (vph) Arrival Type ' Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g (ql) g(q2) g(q) ' Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) ' alpha beta Travel time, t(a) (sec) smoothing Factor, F ' Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) ' Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result ' 0.000 5) p(2 0.000 p(dom) p(subo) ' Constrained or unconstrained? Proportion unblocked (1) (2) (3) ' for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) p(7) p(8) p(9) p(10) p (11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 612 321 985 532 s Px V c,U,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —PM-06S21 V(c,x) s 1700 ' P(x) V(c,U,X) C(r,x) C(plat, x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 532 ' Potential Capacity 547 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 547 ' Probability of Queue free St. 1.00 0.94 Step 2: LT from Major St. 4 1 Conflicting Flows 321 612 ' Potential Capacity 1239 967 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1239 967 Probability of Queue free St. 1.00 0.93 ' Maj L-Shared Prob Q free St. 1.00 0.92 Step 3: TH from Minor St. 8 11 Conflicting Flows Potential capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.92 0.92 Movement Capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 985 Potential Capacity 275 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.92 Maj. L, Min T Adj. Imp Factor. 0.94 Cap. Adj. factor due to Impeding mvmnt 0.88 0.93 Movement Capacity 256 worksheet 7-computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows Potential Capacity Page 5 '—PM-06S21 Pedestrian Impedance Factor ' Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage ' Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.92 0.92 Movement Capacity Result for 2 stage process: a ' C t Probability of queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - single stage Conflicting Flows 985 Potential capacity 275 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.92 Maj. L, Min T Adj. Imp Factor. 0.94 Cap. Adj. factor due to Impeding mvmnt 0.88 0.93 Movement Capacity 256 ' Results for Two -stage process: a y C t 256 ' worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 ' L T R L T R volume (vph) 41 31 Movement capacity (vph) 256 547 ' Shared Lane Capacity (vph) 332 worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —PM-06S21 c sep 256 547 volume 41 31 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 332 SUM C sep n c act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) 66 0 72 C(m) (vph) 967 1239 332 v/c 0.07 0.00 0.22 95% queue length 0.22 0.00 0.81 Control Delay 9.0 7.9 18.8 LOS A A c Approach Delay 18.8 Approach LOS C worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o!) 0.93 1.00 v(i), volume for stream 2 or 5 321 532 v(i2), volume for stream 3 or 6 0 0 s(il), Saturation flow rate for stream 2 or 5 1700 1700 s02), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.92 1.00 d(M,LT), Delay for stream 1 or 4 9.0 7.9 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.8 0.0 Page 7 11 —AAM-06S21 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY. ' Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 ' Intersection: # 2a Jurisdiction: Units: U. S. Customary Analysis Year: ' Project ID: STAGE 2 -2006 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS C I Major street: Study period (hrs): 0.25 vehicle volumes and Adjustment Approach Northbound Movement 1 2 3 4 L T R L Southbound 5 6 T R volume 2 29 9 0 96 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 2 32 10 0 106 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach westbound Eastbound ' Movement 7 8 9 10 11 12 L T R L T R volume 10 4 0 0 2 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 ' Hourly F1oW Rate, HFR 11 4 0 0 2 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service ' Approach NB SB westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR ( LTR LTR ' v (vph) 2 0 15 12 C(m) (vph) 1485 1567 786 905 v/c 0.00 0.00 0.02 0.01 95% queue length 0.00 0.00 0.06 0.04 ' Control Delay 7.4 7.3 9.7 9.0 LOS A A A A Approach Delay 9.7 9.0 Approach LOS A A ' Page 1 1 —AAM-06S21 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MOW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 AM -STAGE 2 Intersection: # 2a jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2 -2006 East/West street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major street Movements 1 2 3 4 5 6 L T R L T R volume 2 29 9 0 96 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 8 2 0 27 0 Hourly FLOW Rate, HFR 2 32 10 0 106 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 10 4 0 0 2 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 1 0 0 1 2 Hourly F1oW Rate, HFR 11 4 0 0 2 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 -AAM-06S21 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for Computing Effect of Delay to Major street vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 32 106 Shared In volume, major rt vehicles: 10 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time Calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P (HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream Signals Computation 1-Queue Clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) v prog Page 3 -AAM-06S21 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g (q2) g (q) computation 2-Proportion of Twsc Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) v(t) V(l,prot) aipna beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p (dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) ' for minor Single -stage Two -Stage Process movements, p(x) Process stage I stage II p) p(44) p(7) P(8) p(9) ' P(10) P(11) p(12) ' Computation 4 and 5 single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R ' V c,x 106 42 153 147 37 149 152 106 s PX ' V C,U,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 0 —AAM-06S21 V(c,x) s 1700 1700 1700 1700 ' P(X) V(c,u,X) C(r, x) c(plat,x) worksheet 6-Impedance and capacity Equations step 1: RT from Minor St. 9 12 Conflicting Flows 37 106 ' Potential capacity 1035 948 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1035 948 ' Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 Conflicting Flows 42 106 ' Potential Capacity 1567 1485 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1567 1485 Probability of Queue free St. 1.00 1.00 Maj L-Shared Prob Q free St. 1.00 1.00 Step 3: TH from Minor St. 8 11 ' Conflicting Flows 147 152 Potential Capacity 744 740 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 1.00 1.00 ' Movement Capacity 743 739 Probability of Queue free St. 0.99 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 153 149 Potential Capacity 814 819 Pedestrian Impedance Factor 1.00 1.00 ' Maj. L, Min T Impedance factor 1.00 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 ' Movement Capacity 803 815 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance ' Step 3: TH from Minor St. 8 11 Part 1 - First stage Conflicting Flows ' Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - second stage conflicting Flows Potential Capacity Page 5 —AAM-06S21 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 147 152 Potential Capacity 744 740 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 743 739 Result for 2 stage process: a c t 743 739 Probability of Queue free St. 0.99 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single Stage Conflicting Flows 153 149 Potential Capacity 814 819 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 1.00 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 cap. Adj. factor due to impeding mvmnt 0.99 0.99 Movement Capacity 803 815 Results for Two -stage process: a y C t 803 815 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 11 4 0 0 2 10 Movement Capacity (vph) 803 743 1035 815 739 948 Shared Lane capacity (vph) 786 905 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 —AAM-06S21 C sep 803 743 1035 815 739 948 volume 11 4 0 0 2 10 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 786 905 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 0 15 12 C(m) (vph) 1485 1567 786 905 v/c 0.00 0.00 0.02 0.01 95% queue length 0.00 0.00 0.06 0.04 Control Delay 7.4 7.3 9.7 9.0 LOS A A A A Approach Delay 9.7 9.0 Approach LOS A A worksheet 11-shared major LT Impedance and Delay Movement 2 Movement 5 p(oj) 1.00 1.00 v(i ), volume for stream 2 or 5 32 106 v(i2), volume for stream 3 or 6 10 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s02), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 1.00 1.00 d(M,LT), Delay for stream 1 or 4 7.4 7.3 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 —APM-06S21 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM -STAGE 2 Intersection: # 2a Jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 - PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R volume 7 99 14 0 SO 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 7 110 15 0 55 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor Street: Approach westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R volume 12 7 1 1 7 7 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 13 7 1 1 7 7 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 ' Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach NB SB westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane config LTR LTR LTR LTR v (vph) 7 0 21 15 C(m) (vph) 1550 1462 742 821 v/c 0.00 0.00 0.03 0.02 95% queue length 0.01 0.00 0.09 0.06 Control Delay 7.3 7.5 10.0- 9.5 LOS A A A A Approach Delay 10.0- 9.5 Approach LOS A A Page 1 —APM-06S21 HCS2000: Unsignalized Intersections Release 4.1c 010 Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSI Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2006 PM -STAGE 2 Intersection: # 2a jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 2-2006 - PM East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major street Movements 1 2 3 4 5 6 L T R L T R volume 7 99 14 0 50 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 28 4 0 14 0 Hourly FloW Rate, HFR 7 110 15 0 55 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor street Movements 7 8 9 10 11 12 L T R L T R volume 12 7 1 1 7 7 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 2 0 0 2 2 Hourly FIoW Rate, HFR 13 7 1 1 7 7 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 FJ -APM-06S21 Flow (ped/hr) 0 0 0 0 ' Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) Percent Blockage 4.0 4.0 0 0 4.0 0 4.0 0 upstream Signal Data Prog. Flow Sat Arrival Flow Type Green Time cycle Length Prog. Distance Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through ' S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major Street vehicles Movement 2 Movement 5 ' Shared In volume, major Shared In volume, major Sat flow rate, major th Sat flow rate, major rt Number of major street th vehicles: rt vehicles: vehicles: vehicles: through lanes: 110 15 1700 1700 1 55 0 1700 1700 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream Signals computation 1-Queue clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 -APM-06S21 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g (q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) v(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 computation 3-Platoon Event Periods Result p(0.000 5) 0.000 p (dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II P(1) p(4) p(7) p (8) P(9) P(10) P(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 55 125 194 187 118 191 194 55 s PX V c,u,X C r,x c plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 stagel Stage2 stagel Stage2 Stagel Stage2 Page 4 —APM-06s21 ' V(C,X) s 1700 1700 1700 1700 P(x) V(c,u,X) ' C(r,x) C(plat,x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 118 55 Potential Capacity 934 1012 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 934 1012 ' Probability of Queue free St. 1.00 0.99 step 2: LT from Major St. 4 1 Conflicting Flows 125 55 ' Potential Capacity 1462 1550 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1462 1550 Probability of Queue free St. 1.00 1.00 ' Maj L-shared Prob Q free St. 1.00 1.00 Step 3: TH from Minor St. 8 11 Conflicting Flows 187 194 Potential Capacity 708 701 Pedestrian Impedance Factor 1.00 1.00 ' Cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 705 698 Probability of Queue free St. 0.99 0.99 Step 4: LT from Minor St. 7 10 Conflicting Flows 194 191 Potential Capacity 765 769 Pedestrian Impedance Factor 1.00 1.00 ' Maj. L, Min T Impedance factor 0.99 0.99 Ma]. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.98 0.99 ' Movement Capacity 751 760 worksheet 7-computation of the Effect of Two -stage Gap Acceptance ' Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows ' Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - second stage Conflicting Flows ' Potential Capacity Page 5 —APM-06S21 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single Stage conflicting Flows 187 194 Potential capacity 708 701 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement capacity 705 698 Result for 2 stage process: a c t 705 698 Probability of Queue free St. 0.99 0.99 Step 4: LT from Minor St. 7 10 Part 1 - First Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - Second Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single stage conflicting Flows 194 191 Potential capacity 765 769 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 cap. Adj. factor due to Impeding mvmnt 0.98 0.99 Movement capacity 751 760 Results for Two -stage process: a y c t 751 760 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 13 7 1 1 7 7 Movement capacity (vph) 751 705 934 760 698 1012 Shared Lane capacity (vph) 742 821 worksheet 9-computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 -APM-06S21 C sep 751 705 934 760 698 1012 volume 13 7 1 1 7 7 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 742 821 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 7 0 21 15 C(m) (vph) 1550 1462 742 821 v/c 0.00 0.00 0.03 0.02 95% queue length 0.01 0.00 0.09 0.06 Control Delay 7.3 7.5 10.0- 9.5 LOS A A A A Approach Delay 10.0- 9.5 Approach LOS A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o!) 1.00 1.00 v(i), volume for stream 2 or 5 110 55 v(i2), volume for stream 3 or 6 15 0 s(il), Saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 1.00 1.00 d(M,LT), Delay for stream 1 or 4 7.3 7.5 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 1 APPENDIX D 2008 Stage III HCS Results '-AM-08S3 ' HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW ' Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # 1 ' Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3 2008 ' East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW study period (hrs): 0.25 ' vehicle volumes and Adjustments Major street: Approach Eastbound westbound Movement 1 2 3 4 5 6 ' L T R L T R volume 11 402 9 5 296 8 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 12 446 10 5 328 8- ' Percent Heavy vehicles 2 2 Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 ' Configuration LT R LT R Upstream Signal? No No Minor street: Approach Northbound Southbound ' Movement 7 8 9 10 11 12 L T R L T R volume 11 0 10 30 0 21 ' Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 12 0 11 33 0 23 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 ' Configuration LTR LTR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 12 5 23 56 C(m) (vph) 1223 1105 377 379 v/c 0.01 0.00 0.06 0.15 95% queue length 0.03 0.01 0.19 0.51 control Delay 8.0 8.3 15.2 16.1 LOS A A C C Approach Delay 15.2 16.1 Approach LOS C C Page 1 —AM-08S3 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # 1 jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3 2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major street Movements 1 2 3 4 5 6 L T R L T R volume 11 402 9 5 296 8 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 112 2 1 82 2 Hourly F1oW Rate, HFR 12 446 10 5 328 8 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R Upstream Signal? No No Minor Street Movements 7 L 8 T 9 R 10 L 11 T 12 R volume 11 0 10 30 0 21 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 0 3 8 0 6 Hourly F1oW Rate, HFR 12 0 11 33 0 23 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustment ' Movements 13 14 15 16 Page 2 ' -AM-08S3 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 ' upstream signal Data Prog. sat Arrival Green Cycle Prog. Distance Type Length Smphd tosignal ' vphw vphw sec sec S2 Left -Turn Through ' S5 Left -Turn Through ' worksheet 3-Data for Computing Effect of Delay to Major street vehicles Movement 2 Movement 5 ' shared In volume, major th vehicles: 446 328 shared In volume, major rt vehicles: 0 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 ' Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R ' t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 ' Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time Calculations ' Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals Computation 1-Queue Clearance Time at upstream signal ' Movement 2 Movement 5 V(t) V(I,prot) v(t) V(l,prot) V prog Page 3 —AM-08S3 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) RP (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g (q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -Stage Process movements, p(x) Process stage I Stage II p(1) p(4) p(7) p(8) P(9) P(10) P(11) p(12) Computation 4 and 5 Single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V C,x 336 456 824 816 446 818 818 328 s Px V C,U,x c r,x C plat,x Two -stage Process 7 8 10 11 Stagel Stage2 stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —AM-08S3 v(c, x) s 1700 1700 1700 1700 ' P (X) v(c,u,x) c(r,x) ' c(plat,x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 446 328 ' Potential capacity 612 713 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 612 713 ' Probability of Queue free St. 0.98 0.97 Step 2: LT from Major St. 4 1 conflicting Flows 456 336 ' Potential Capacity 1105 1223 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1105 1223 Probability of Queue free St. 1.00 0.99 ' Maj L-shared Prob Q free St. 0.99 0.99 Step 3: TH from Minor St. 8 11 ' conflicting Flows 816 818 Potential capacity 311 311 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.98 0.98 ' Movement capacity 305 305 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 824 818 Potential capacity 292 295 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.95 0.97 Movement capacity 279 286 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First stage Conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Probability of Queue free St. Part 2 - second Stage conflicting Flows Potential Capacity Page 5 ' —AM-08s3 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt ' Movement Capacity Part 3 - Single stage Conflicting Flows 816 818 ' Potential Capacity 311 311 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.98 0.98 ' Movement Capacity 305 305 Result for 2 stage process: a ' C t 305 305 Probability of Queue free St. 1.00 1.00 ' Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity ' Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage ' Conflicting Flows 824 818 Potential Capacity 292 295 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 ' Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.95 0.97 Movement Capacity 279 286 ' Results for Two -stage process: a y C t 279 286 ' worksheet 8-shared Lane Calculations Movement 7 8 9 10 11 12 ' L T R L T R volume (vph) 12 0 11 33 0 23 Movement Capacity (vph) 279 305 612 286 305 713 ' Shared Lane Capacity (vph) 377 379 ' worksheet 9-computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 -AM-08s3 C sep 279 305 612 286 305 713 volume 12 0 11 33 0 23 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 377 379 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of Service movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 12 5 23 56 C(m) (vph) 1223 1105 377 379 v/c 0.01 0.00 0.06 0.15 95% queue length 0.03 0.01 0.19 0.51 Control Delay 8.0 8.3 15.2 16.1 LOS A A C C Approach Delay 15.2 16.1 Approach Los C C worksheet 11-shared major LT Impedance and Delay Movement 2 Movement 5 p(o!) 0.99 1.00 v(i), volume for stream 2 or 5 446 328 v(i2), volume for stream 3 or 6 0 0 s(il), Saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 0.99 d(M,LT), Delay for stream 1 or 4 8.0 8.3 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.1 0.0 Page 7 -PM-08S3 HCS2000: unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW ' Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 1 ' Jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3 2008 ' East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: EW Study period (hrs): 0.25 ' vehicle volumes and Adjustments Major street: Approach Eastbound westbound Movement 1 2 3 4 5 6 ' L T R L T R volume 22 383 6 3 473 23 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FIoW Rate, HFR 24 425 6- 3 525 25 Percent Heavy vehicles 2 2 Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street: Approach Northbound southbound ' Movement 7 8 9 10 11 12 L T R L T R volume 7 1 2 25 0 10 ' Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F10W Rate, HFR 7 1 2 27 0 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 1 Configuration LTR LTR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR ' v (vph) 24 3 10 38 C(m) (vph) 1020 1129 239 258 v/c 0.02 0.00 0.04 0.15 95% queue length 0.07 0.01 0.13 0.51 ' Control Delay 8.6 8.2 20.7 21.3 LOS A A C C Approach Delay 20.7 21.3 Approach LOS C C Page 1 -PM-08S3 HCS2000: Unsignalized Intersections Release 4.1c MDW Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 1 jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3 2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 22 383 6 3 473 23 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 6 106 2 1 131 6 Hourly Flow Rate, HFR 24 425 6 3 525 25 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street Movements 7 L 8 T 9 R 10 L 11 T 12 R volume 7 1 2 25 0 10 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 0 1 7 0 3 Hourly F1oW Rate, HFR 7 1 2 27 0 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustment Movements 13 14 15 16 Page 2 P C C -PM-08S3 Flow (ped/h r) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major Street vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 425 525 shared In volume, major rt vehicles: 0 0 Sat flow rate, major th vehicles: 1700 1700 Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream Signals computation 1-Queue clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) v(l,prot) V prog Page 3 '—PM-08s3 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) cycle Length, c (sec) Rp (from Exhibit 16-11) ' Proportion vehicles arriving on green P g (ql) g(q2) g(q) ' computation 2-Proportion of TWSc Intersection Time blocked Movement 2 Movement 5 V(t) v(l,prot) v(t) v(l,prot) u aipna beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, v(c,max) Min platooned flow, v(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I stage II P(1) p (4) p(7) p(8) P(9) P(10) p (11) p(12) computation 4 and 5 single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R v c,x 550 431 1022 1029 425 1009 1010 525 s PX v c,u,x c r,x c plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 '—PM-08S3 V(c,x) s 1700 1700 1700 1700 ' P(x) V(c,u,x) c(r,x) C(plat,x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 425 525 Potential Capacity 629 552 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 629 552 ' Probability of Queue free St. 1.00 0.98 Step 2: LT from Major St. 4 1 Conflicting Flows 431 550 ' Potential capacity 1129 1020 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1129 1020 Probability of Queue free St. 1.00 0.98 Maj L-shared Prob Q free St. 1.00 0.97 step 3: TH from Minor St. 8 11 ' Conflicting Flows 1029 1010 Potential Capacity 234 240 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.96 0.96 Movement Capacity 226 232 Probability of Queue free St. 1.00 1.00 ' Step 4: LT from Minor St. 7 10 Conflicting Flows 1022 1009 Potential Capacity 214 219 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.96 0.96 Maj. L, Min T Adj. Imp Factor. 0.97 0.97 Cap. Adj. factor due to Impeding mvmnt 0.95 0.97 Movement Capacity 204 212 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance ' Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows ' Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows ' Potential Capacity Page 5 -PM-08S3 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows 1029 1010 Potential Capacity 234 240 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.96 0.96 Movement Capacity 226 232 Result for 2 stage process: a y C t 226 232 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First stage Conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 1022 1009 Potential Capacity 214 219 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.96 0.96 Maj. L, Min T Adj. Imp Factor. 0.97 0.97 Cap. Adj. factor due to Impeding mvmnt 0.95 0.97 Movement Capacity 204 212 Results for Two -stage process: a y C t 204 212 worksheet 8-Shared Lane Calculations Movement 7 8 9 10 11 12 ' L T R L T R volume (vph) 7 1 2 27 0 11 Movement Capacity (vph) 204 226 629 212 232 552 ' Shared Lane Capacity (vph) 239 258 ' worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 C sep volume Delay Q sep Q sep +1 round (Qsep +1) n max c sh sum C sep n C act -PM-08S3 204 226 629 212 7 1 2 27 239 Iworksheet 10-Delay, Queue Length, and Level of service 232 552 0 11 258 Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LTR LTR v (vph) 24 3 10 38 C(m) (vph) 1020 1129 239 258 v/c 0.02 0.00 0.04 0.15 95% queue length 0.07 0.01 0.13 0.51 Control Delay 8.6 8.2 20.7 21.3 LOS A A C C Approach Delay 20.7 21.3 Approach LOS C C worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(oi) 0.98 1.00 v(i), volume for stream 2 or 5 425 525 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.97 1.00 d(M,LT), Delay for stream 1 or 4 8.6 8.2 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.3 0.0 Page 7 —AAM-08s3 HCS2000: Unsignalized Intersections Release 4.1c Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # la Jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3-2008 ' East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS 11 I 0 Major street: study period (hrs): 0.25 vehicle volumes and Adjustment Approach Northbound Movement 1 2 3 4 L T R I L Southbound 5 6 T R volume 2 9 1 0 39 6 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 2 10 1 0 43 6 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type Undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor street: Approach westbound Eastbound Movement 7 8 9 10 11 12 L T R I L T R volume 1 1 1 8 0 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 1 1 1 8 0 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach NB SB westbound Eastbound Movement 1 4 7 8 9 ( 10 11 12 Lane Config LTR LTR LTR LTR v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 2 1558 0.00 0.00 7.3 A 0 1608 0.00 0.00 7.2 A 3 928 0.00 0.01 8.9 A 8.9 A Page 1 18 979 0.02 0.06 8.7 A 8.7 A 11 0 —AAM-08S3 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # la jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3-2008 East/West Street: EAST/WEST North/South street: NORTH/SOUTH Intersection orientation: NS study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 2 9 1 0 39 6 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 2 0 0 11 2 Hourly Flow Rate, HFR 2 10 1 0 43 6 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor street Movements 7 8 9 10 11 12 L T R L T R volume 1 1 1 8 0 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 0 0 0 2 0 2 Hourly Flow Rate, HFR 1 1 1 8 0 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 L 1 -AAM-08S3 Flow (ped/hr) 0 0 0 0 ' Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 ' Upstream Signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length speed to signal ' vph vph sec sec mph feet S2 Left -Turn Through ' s5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 ' Shared In volume, major th vehicles: 10 43 shared In volume, major rt vehicles: 1 6 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation ' critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R ' t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 ' Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow -Up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 ' worksheet 5-Effect of upstream Signals computation 1-Queue clearance Time at Upstream Signal ' Movement 2 Movement 5 V(t) v(I,prot) v(t) V(l,prot) v prog ' Page 3 ' —AAM-08S3 Total Saturation Flow Rate, s (vph) Arrival Type ' Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P ' g (ql) g(q2) g (q) ' Computation 2-Proportion of TwSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) ' alpha beta Travel time, t(a) (sec) Smoothing Factor, F ' Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) ' Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result 1 0.000 p(5) 0.000 p (dom) p(subo) ' constrained or unconstrained? Proportion unblocked (1) (2) (3) ' for minor single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) ' p (4) p(7) p(8) P(9) p(10) ' P(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R ' V c,x 49 11 65 63 10 62 61 46 s Px ' V c,u,x C r,x C plat,x ' Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 ' —AAM-0853 v(c,x) s 1700 1700 1700 1700 P(x) v(c,u,x) c(r,x) ' C(plat,x) ' worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 10 46 ' Potential Capacity 1071 1023 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1071 1023 ' Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 Conflicting Flows 11 49 ' Potential Capacity 1608 1558 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1608 1558 Probability of Queue free St. Maj L-shared Prob Q free St. 1.00 1.00 1.00 1.00 Step 3: TH from Minor St. 8 11 Conflicting Flows 63 61 ' Potential capacity 828 830 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 827 829 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 ' Conflicting Flows 65 62 Potential Capacity 929 933 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 1.00 1.00 ' Maj. L, Min T Adj. Imp Factor. 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 1.00 Movement Capacity 919 930 C worksheet 7-Computation of the Effect of Two -stage Gap Acceptance step 3: TH from Minor St. 8 11 Part 1 - First Stage conflicting Flows Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second Stage conflicting Flows Potential Capacity Page 5 L P —AAM-08S3 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 63 61 Potential Capacity 828 830 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 827 829 Result for 2 stage process: a y C t 827 829 Probability of Queue free St. 1.00 1.00 step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - Second Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage Conflicting Flows 65 62 Potential Capacity 929 933 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 1.00 1.00 Maj. L, Min T Adj. Imp Factor. 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 1.00 Movement Capacity 919 930 ' Results for Two -stage process: a y C t L I worksheet 8-shared Lane calculations UK 930 Movement 7 8 9 10 11 12 L T R L T R volume (vph) 1 1 1 8 0 10 Movement Capacity (vph) 919 827 1071 930 829 1023 Shared Lane Capacity (vph) 928 979 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 -AAM-08s3 C sep 919 827 1071 930 829 1023 volume 1 1 1 8 0 10 Delay Q sep Q sep +1 round (Qsep +1) n max c sh 928 979 sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 0 3 18 C(m) (vph) 1558 1608 928 979 v/c 0.00 0.00 0.00 0.02 95% queue length 0.00 0.00 0.01 0.06 control Delay 7.3 7.2 8.9 8.7 LOs A A A A Approach Delay 8.9 8.7 Approach Los A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o') 1.00 1.00 v(i�), volume for stream 2 or 5 10 43 v(i2), volume for stream 3 or 6 1 6 s(il), saturation flow rate for stream 2 or 5 1700 1700 s02), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 1.00 1.00 d(M,LT), Delay for stream 1 or 4 7.3 7.2 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 1 —APM-08S3 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY. Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 1a jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3-2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS Major Street: Study period (hrs): 0.25 vehicle volumes and Adjustment Approach Northbound Movement 1 2 3 4 L T R L Southbound 5 6 T R volume 8 40 0 0 28 22 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 8 44 0 0 31 24 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes Configuration upstream Signal? 0 1 0 LTR No 0 1 0 LTR No Minor Street: Approach westbound Eastbound ' Movement 7 8 9 10 11 12 L T R L T R volume 1 1 1 8 0 10 ' Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 1 1 1 8 0 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage ' Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 ' Configuration LTR LTR Delay, Queue Length, and Level of service ' Approach NB SB westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 8 0 3 19 C(m) (vph) 1550 1564 873 955 v/c 0.01 0.00 0.00 0.02 95% queue length 0.02 0.00 0.01 0.06 Control Delay 7.3 7.3 9.1 8.8 LOS A A A A Approach Delay 9.1 8.8 Approach LOS A A Page 1 11 11 —APM-08S3 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # la .jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3-2008 East/West Street: EAST/WEST North/South street: NORTH/SOUTH Intersection orientation: NS Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 8 40 0 0 28 22 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 11 0 0 8 6 Hourly Flow Rate, HFR 8 44 0 0 31 24 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume 1 1 1 8 0 10 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 0 0 0 2 0 3 Hourly Flow Rate, HFR 1 1 1 8 0 11 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 P -APM-08S3 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream signal Data Prog. sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to signal vph vph sec sec mph feet 52 Left -Turn ' Through 55 Left -Turn Through Iworksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 44 31 shared In volume, major rt vehicles: 0 24 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' P(hv) 2 2 2 2 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 2-stage Follow -Up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 ' worksheet 5-Effect of upstream signals p 9 computation 1-Queue clearance Time at Upstream Signal Movement 2 Movement 5 v(t) V(l,prot) V(t) v(l,prot) v prog Page 3 —APM-08S3 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g (ql) g (q2) g (q) Computation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result p(2) 0.000 P(5) 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I stage II p(1) p(4) p(7) p(8) P(9) P(10) p (11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 55 44 108 115 44 104 103 43 s Px V C,U,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 —APM-08S3 V(c,x) s 1700 1700 1700 1700 P(x) v(c,u,x) ' C(r,x) C(plat,x) worksheet 6-Impedance and Capacity Equations step 1: RT from Minor St. 9 12 Conflicting Flows 44 43 Potential Capacity 1026 1027 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1026 1027 Probability of Queue free St. 1.00 0.99 step 2: LT from Major St. 4 1 Conflicting Flows 44 55 ' Potential Capacity 1564 1550 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1564 1550 Probability of Queue free St. 1.00 0.99 Maj L-shared Prob Q free St. 1.00 0.99 step 3: TH from Minor St. 8 11 ' Conflicting Flows 1.15 103 Potential Capacity 775 787 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 771 783 Probability of Queue free St. 1.00 1.00 step 4: LT from Minor St. 7 10 Conflicting Flows 108 104 Potential Capacity 871 876 Pedestrian Impedance Factor 1.00 1.00 ' Maj. L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 858 871 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance step 3: TH from Minor St. 8 11 Part 1 - First Stage conflicting Flows Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Probability of Queue free St. Part 2 - second stage conflicting Flows Potential Capacity ' Page 5 -APM-08S3 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - single Stage conflicting Flows 115 103 Potential Capacity 775 787 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 771 783 Result for 2 stage process: a y C t 771 783 Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential capacity Pedestrian Impedance Factor Cap. Adj. factor due to impeding mvmnt Movement Capacity Part 2 - second Stage conflicting Flows Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single Stage conflicting Flows 108 104 Potential capacity 871 876 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.99 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement capacity 858 871 Results for Two -stage process: a y c t 858 871 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 1 1 1 8 0 11 Movement capacity (vph) 858 771 1026 871 783 1027 Shared Lane capacity (vph) 873 955 worksheet 9-computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 —APM-08S3 C sep 858 771 1026 871 783 1027 volume 1 1 1 8 0 11 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 873 955 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 8 0 3 19 C(m) (vph) 1550 1564 873 955 v/c 0.01 0.00 0.00 0.02 95% queue length 0.02 0.00 0.01 0.06 Control Delay 7.3 7.3 9.1 8.8 LOS A A A A Approach Delay 9.1 8.8 Approach LOS A A worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(oj) 0.99 1.00 v(i ), volume for stream 2 or 5 44 31 v(i2), volume for stream 3 or 6 0 24 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P�(oj) 0.99 1.00 d(M,LT), Delay for stream 1 or 4 7.3 7.3 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 —AM-08S31 HCS2000: unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY, Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # 2 jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Major street: study period (hrs): 0.25 vehicle volumes and Adjustment Approach Eastbound Movement 1 2 3 4 L T R I L westbound 5 6 T R volume 14 487 0 0 304 29 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 15 541 0 0 337 32 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor street: Approach ' Movement Northbound 7 8 9 L T R 10 L southbound 11 T 12 R volume 88 55 Peak Hour Factor, PHF 0.90 0.90 Hourly F1oW Rate, HFR 97 61 Percent Heavy vehicles 2 2 Percent Grade (%) 0 0 Median storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 ' Configuration LR Delay, Queue Length, and Level of service Approach EB wB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) C(m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS 15 1190 0.01 0.04 8.1 A 0 1028 0.00 0.00 8.5 A Page 1 158 388 0.41 1.93 20.5 C 20.5 C 1� MDW Phone: E-Mail. —AM-08S31 HCS2000: Unsignalized Intersections Release 4.1c Fax: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: MOW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # 2 jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 14 487 Peak -Hour Factor, PHF 0.90 0.9 Peak-15 Minute volume 4 135 Hourly F1OW Rate, HFR 15 541 Percent Heavy vehicles 2 -- Median Type 1 undivided RT Channelized? Lanes 0 1 Configuration LT Upstream Signal? No Minor street Movements 7 8 L T I volume Peak Hour Factor, PHF Peak-15 Minute volume Hourly F1OW Rate, HFR Percent Heavy vehicles Percent Grade (�) 0 Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 0 0 0 304 29 0.90 0.90 0.90 0.90 0 0 84 8 0 0 337 32 -- 2 -- No NO 1 0 1 1 R LT R No 9 10 11 12 R L T R 88 55 0.90 0.90 24 15 97 61 2 2 0 NO 0 0 LR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -AM-08S31 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn ' Through s5 Left -Turn Through I worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 541 337 shared In volume, major rt vehicles: 0 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 7.1 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 ' Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.70 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 6.4 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 3.30 P(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 t(f) 2.2 2.2 3.5 3.3 worksheet 5-Effect of upstream signals ' Computation 1-Queue Clearance Time at upstream Signal Movement 2 Movement 5 V(t) v(l,prot) v(t) v(l,prot) v prog Page 3 '—AM-08S31 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g(ql) g(q2) g (q) Computation 2-Proportion of TwSC Intersection Time blocked Movement 2 Movement 5 V(t) v(l,prot) v(t) V(l,prot) aipna beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result PW U. uuu P(5) 0.000 p(dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor single -stage Two -stage Process movements, p(x) Process stage I stage II P UL) p (4) p(7) p(8) p(9) p(10) P(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 369 541 908 337 s PX V c,U,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 stagel Stage2 Stagel Stage2 Page 4 '—AM-08S31 v(c, x) s 1700 P (x) V(c,u,X) c(r, x) c(plat,x) worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 conflicting Flows 337 Potential capacity 705 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 705 ' Probability of Queue free St. 1.00 0.91 step 2: LT from Major St. 4 1 conflicting Flows 541 369 Potential capacity 1028 1190 Pedestrian Impedance Factor 1.00 1.00 Movement capacity 1028 1190 Probability of Queue free St. 1.00 0.99 Maj L-shared Prob Q free St. 1.00 0.98 step 3: TH from Minor St. 8 11 ' conflicting Flows Potential capacity Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 0.98 0.98 Movement capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 conflicting Flows 908 Potential capacity 306 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 Maj. L, Min T Adj. Imp Factor. 0.99 cap. Adj. factor due to Impeding mvmnt 0.90 0.99 Movement capacity 302 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Probability of Queue free St. Part 2 - second stage conflicting Flows Potential capacity Page 5 1 —AM-08S31 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single Stage Conflicting Flows Potential capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.98 0.98 Movement Capacity Result for 2 stage process: a c t Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - Single stage Conflicting Flows 908 Potential capacity 306 Pedestrian Impedance Factor 1.00 1.00 Mal. L, Min T Impedance factor 0.98 Mai. L, Min T Adj. Imp Factor. 0.99 Cap. Adj. factor due to Impeding mvmnt 0.90 0.99 Movement Capacity 302 Results for Two -stage process: a y c t 302 ' worksheet 8-shared Lane Calculations Movement 7 8 9 10 11 12 ' L T R L T R volume (vph) 97 61 Movement Capacity (vph) 302 705 ' Shared Lane Capacity (vph) 388 worksheet 9-computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 —AM-08S31 C sep 302 705 volume 97 61 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 388 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LT LT LR v (vph) 15 0 158 C(m) (vph) 1190 1028 388 v/c 0.01 0.00 0.41 95% queue length 0.04 0.00 1.93 Control Delay 8.1 8.5 20.5 LOS A A C Approach Delay 20.5 Approach LOS C worksheet 11-shared Major LT Impedance and Delay Movement 2 Movement 5 p(o,!7) 0.99 1.00 v(il), volume for stream 2 or 5 541 337 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s(i2), Saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.98 1.00 d(M,LT), Delay for stream 1 or 4 8.1 8.5 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.1 0.0 Page 7 —PM-08S31 HCS2000: unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 2 jurisdiction: units: U. S. customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: EW Study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 4 5 6 ' L T R L T R volume 46 343 0 0 567 107 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FLOW Rate, HFR 51 381 0- 0 630 118 Percent Heavy vehicles 2 2 Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R volume 54 26 ' Peak Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 60 28 Percent Heavy vehicles 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane config LT LT LR v (vph) 51 0 88 C(m) (vph) 861 1177 291 v/c 0.06 0.00 0.30 95% queue length 0.19 0.00 1.24 Control Delay 9.4 8.1 22.6 LOS A A C Approach Delay 22.6 Approach LOS C Page 1 -PM-08S31 Hcs2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSIS Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 2 jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South street: NORTH/SOUTH Intersection Orientation: EW study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 46 343 0 0 567 107 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 13 95 0 0 158 30 Hourly FLOW Rate, HFR 51 381 0 0 630 118 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? No No Lanes 0 1 1 0 1 1 Configuration LT R LT R upstream Signal? No No Minor Street Movements 7 8 9 10 11 12 L T R L T R volume Peak Hour Factor, PHF Peak-15 Minute volume Hourly F1oW Rate, HFR Percent Heavy vehicles Percent Grade (%) Median Storage Flared Approach: Exists? Storage RT Channelized? Lanes Configuration 54 26 0.90 0.90 15 7 60 28 2 2 0 0 No 0 0 LR Pedestrian volumes and Adjustment Movements 13 14 15 16 Page 2 -PM-08531 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream Signal Data Prog. Sat Arrival Green Cycle Prog. Distance Flow Flow Type Time Length speed to Signal vph vph sec sec mph feet s2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 shared In volume, major th vehicles: 381 630 shared In volume, major rt vehicles: 0 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time Calculation Critical Gap Calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 6.7* 6.2 t(c,hv) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 P(hv) 2 2 2 2 t(c,g) 0.20 0.20 0.10 0.20 0.20 0.10 Grade/100 0.00 0.00 0.00 0.00 0.00 0.00 t(3,lt) 0.00 0.00 0.70 0.00 t(c,T): 1-stage 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2-stage 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 t(c) 1-stage 4.1 4.1 6.0 6.2 2-stage Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 t(f) 2.2 2.2 3.5 3.3 worksheet 5-Effect of upstream signals computation 1-Queue clearance Time at upstream Signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) V prog Page 3 1 t—PM-08S31 Total Saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) Cycle Length, C (sec) RP (from Exhibit 16-11) ' Proportion vehicles arriving on green P g(ql) g(q2) gCq) fComputation 2-Proportion of TWSC Intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) n aipna beta Travel time, t(a) (sec) smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result 0.000 5) p(2 0.000 p(dom) p(subo) Constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I stage II p(1) p(4) pC7) pC8) PC9) P(10) p(11) p(12) Computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 748 381 1113 630 s PX V c,u,X C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 stagel Stage2 Page 4 '—PM-08S31 V(c,x) s 1700 P(x) V(c,U,X) C(r,x) ' c(plat, x) ' worksheet 6-Impedance and Capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 630 ' Potential Capacity 482 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 482 ' Probability of Queue free St. 1.00 0.94 Step 2: LT from Major St. 4 1 Conflicting Flows 381 748 ' Potential Capacity 1177 861 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1177 861 Probability of Queue free St. 1.00 0.94 Maj L-shared Prob Q free St. 1.00 0.92 step 3: TH from Minor St. 8 11 ' conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.92 0.92 ' Movement Capacity Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 1113 Potential Capacity 261 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.92 Maj. L, Min T Adj. Imp Factor. 0.94 Cap. Adj. factor due to Impeding mvmnt 0.89 0.94 Movement Capacity 246 worksheet 7-computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows Potential Capacity Page 5 1 1 r n —PM-08S31 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.92 0.92 Movement Capacity Result for 2 stage process: a ct Probability of Queue free St. 1.00 1.00 Step 4: LT from Minor St. 7 10 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 2 - second stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity art 3 - Single stage conflicting Flows Potential 1113 Capacity 261 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.92 ' Maj. L, Min T Adj. Imp Factor. 0.94 Cap. Adj. factor due to Impeding mvmnt 0.89 0.94 Movement Capacity 246 Results for Two -stage process: a y C t 246 worksheet 8-shared Lane calculations ' Movement 7 8 9 10 11 12 L T R L T R volume (vph) 60 28 Movement Capacity (vph) 246 482 ' shared Lane Capacity (vph) 291 ' worksheet 9-computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R ' Page 6 —PM-08S31 C sep 246 482 volume 60 28 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 291 SUM C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane config LT LT LR v (vph) 51 0 88 C(m) (vph) 861 1177 291 v/c 0.06 0.00 0.30 95% queue length 0.19 0.00 1.24 control Delay 9.4 8.1 22.6 LOS A A C Approach Delay 22.6 Approach LOS C worksheet 11-shared Major LT impedance and Delay Movement 2 Movement 5 p (0,77' ) 0.94 1.00 v(il), volume for stream 2 or 5 381 630 v(i2), volume for stream 3 or 6 0 0 s(il), saturation flow rate for stream 2 or 5 1700 1700 s02), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.92 1.00 d(M,LT), Delay for stream 1 or 4 9.4 8.1 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.7 0.0 Page 7 —AAM-08S31 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: MDW ' Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # 2a ' Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS Study period (hrs): 0.25 ' vehicle volumes and Adjustments Major street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R volume 2 36 9 0 97 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 2 40 10 0 107 0- ' Percent Heavy vehicles 2 2 Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 ' configuration LTR LTR upstream Signal? No No Minor street: Approach westbound Eastbound ' Movement 7 8 9 10 11 12 L T R L T R Volume 18 4 0 0 2 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly F1oW Rate, HFR 20 4 0 0 2 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade M 0 0 Median storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of service Approach NB SB westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 0 24 12 C(m) (vph) 1484 1557 782 902 v/c 0.00 0.00 0.03 0.01 95% queue length 0.00 0.00 0.09 0.04 control Delay 7.4 7.3 9.7 9.0 LOS A A A A Approach Delay 9.7 9.0 Approach LOS A A Page 1 —AAM-08S31 HCS2000: Unsignalized Intersections Release 4.1c Phone: Fax: E-mail: TWO-WAY STOP CONTROL(TWSC) ANALYSI Analyst: MDW Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 AM -STAGE 3 Intersection: # 2a jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection Orientation: NS Major Street Movements study period (hrs): 0.25 vehicle volumes and Adjustments 1 2 3 4 5 6 L T R L T R volume 2 36 9 0 97 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 1 10 2 0 27 0 Hourly F1oW Rate, HFR 2 40 10 0 107 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream signal? No No Minor street Movements 7 8 9 10 11 12 L T R L T R volume 18 4 0. 0 2 9 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 5 1 0 0 1 2 Hourly FLOW Rate, HFR 20 4 0 0 2 10 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments ' Movements 13 14 15 16 Page 2 -AAM-08S31 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream signal Data Prog. Sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length speed to signal vph vph sec sec mph feet s2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major street vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 40 107 Shared In volume, major rt vehicles: 10 0 sat flow rate, major th vehicles: 1700 1700 Sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) 4.1 4.1 t(c,hv) 1.00 1.00 P(hv) 2 2 t(c,g) Grade/100 t(3,lt) 0.00 0.00 t(c,T): 1-stage 0.00 0.00 2-stage 0.00 0.00 t(c) 1-stage 4.1 4.1 2-stage 7.1 6.5 6.2 7.1 6.5 6.2 1.00 1.00 1.00 1.00 1.00 1.00 2 2 2 2 2 2 0.20 0.20 0.10 0.20 0.20 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 7.1 6.5 6.2 7.1 6.5 6.2 ' Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals computation 1-Queue clearance Time at upstream signal Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) v prog Page 3 -AAM-08S31 Total saturation Flow Rate, s (vph) Arrival Type Effective Green, g (sec) cycle Length, c (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P g (ql) g(q2) g (q) computation 2-Proportion of Twsc intersection Time blocked Movement 2 Movement 5 v(t) v(l,prot) v(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, v(c,min) Duration of blocked period, t(p) Proportion time blocked, p 0.000 0.000 computation 3-Platoon Event Periods Result p(2) 0.000 p(5) 0.000 p (dom) p(subo) constrained or unconstrained? Proportion unblocked (1) (2) (3) for minor Single -stage Two -Stage Process movements, p(x) Process Stage I Stage II p(1) p(4) p(7) p(8) P(9) P(10) P(11) p(12) computation 4 and 5 Single -Stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V C,x 107 50 162 156 45 158 161 107 s Px V c,u,x c r,x c plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 Page 4 H —AAM-08S31 V(c,x) s 1700 1700 1700 1700 P(x) V(c,u,x) C(r,x) C(plat,x) worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 conflicting Flows 45 107 Potential Capacity 1025 947 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1025 947 Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 Conflicting Flows 50 107 Potential Capacity 1557 1484 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1557 1484 Probability of Queue free St. 1.00 1.00 Maj L-shared Prob Q free St. 1.00 1.00 Step 3: TH from Minor St. 8 11 Conflicting Flows 156 161 Potential Capacity 736 731 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement Capacity 735 730 Probability of Queue free St. 0.99 1.00 Step 4: LT from Minor St. 7 10 Conflicting Flows 162 158 Potential Capacity 803 808 Pedestrian Impedance Factor 1.00 1.00 Mal. L, Min T Impedance factor 1.00 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 792 804 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance step 3: TH from Minor St. 8 11 Part 1 - First stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - Second Stage Conflicting Flows Potential Capacity Page 5 t 1 1 1 1 1 1 1 —AAM-08S31 Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - single stage conflicting Flows 156 161 Potential capacity 736 731 Pedestrian Impedance Factor 1.00 1.00 cap. Adj. factor due to Impeding mvmnt 1.00 1.00 Movement capacity 735 730 Result for 2 stage process: a c t 735 730 Probability of Queue free St. 0.99 1.00 step 4: LT from Minor St. 7 10 Part 1 - First stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 2 - second stage conflicting Flows Potential capacity Pedestrian Impedance Factor cap. Adj. factor due to Impeding mvmnt Movement capacity Part 3 - Single stage conflicting Flows 162 158 Potential capacity 803 808 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 1.00 0.99 Maj. L, Min T Adj. Imp Factor. 1.00 0.99 cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement capacity 792 804 Results for Two -stage process: a y c t 792 804 worksheet 8-shared Lane calculations Movement 7 8 9 10 11 12 L T R L T R volume (vph) 20 4 0 0 2 10 Movement capacity (vph) 792 735 1025 804 730 947 Shared Lane capacity (vph) 782 902 worksheet 9-Computation of Effect of Flared Minor Street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 —AAM-08S31 C sep 792 735 1025 804 volume 20 4 0 0 730 947 2 10 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 782 902 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of service Movement 1 4 7 8 9 10 11 12 Lane Config LTR LTR LTR LTR v (vph) 2 0 24 12 C(m) (vph) 1484 1557 782 902 v/c 0.00 0.00 0.03 0.01 95% queue length 0.00 0.00 0.09 0.04 Control Delay 7.4 7.3 9.7 9.0 LOS A A A A Approach Delay 9.7 9.0 Approach Los A A worksheet 11-shared major LT Impedance and Delay Movement 2 Movement 5 p(o ) v(i�), volume for stream 2 or 5 v(i2), volume for stream 3 or 6 s(il), saturation flow rate for stream 2 or 5 s02), Saturation flow rate for stream 3 or 6 P*(oj) d(M,LT), Delay for stream 1 or 4 N, Number of major street through lanes d(rank,l) Delay for stream 2 or 5 Page 7 1.00 1.00 40 107 10 0 1700 1700 1700 1700 1.00 1.00 7.4 7.3 1 1 0.0 0.0 —APM-08S31 HCS2000: Unsignalized Intersections Release 4.1c TWO-WAY STOP CONTROL SUMMARY Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 2a .jurisdiction: Units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South Street: NORTH/SOUTH Intersection orientation: NS study period (hrs): 0.25 vehicle volumes and Adjustments Major Street: Approach Northbound southbound Movement 1 2 3 1 4 5 6 L T R I L T R volume 7 140 14 0 63 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly FIoW Rate, HFR 7 155 15 0 70 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal? No No Minor street: Approach westbound Eastbound Movement 7 8 L T volume 12 7 Peak Hour Factor, PHF 0.90 0.90 Hourly FIoW Rate, HFR 13 7 Percent Heavy vehicles 2 2 Percent Grade (%) 0 Median storage Flared Approach: Exists? No Storage RT Channelized? Lanes 0 1 0 ' Configuration LTR 9 I 10 11 12 R I L T R 1 1 7 7 0.90 0.90 0.90 0.90 1 1 7 7 2 2 2 2 0 me 0 1 0 LTR Delay, Queue Length, and Level of Service Approach NB SB westbound Eastbound Movement 1 4 1 7 8 9 I 10 11 12 Lane Config LTR LTR I LTR I LTR v (vph) 7 0 21 15 C(m) (vph) 1531 1407 682 777 v/c 0.00 0.00 0.03 0.02 95% queue length 0.01 0.00 0.10 0.06 Control Delay 7.4 7.6 10.4 9.7 LOS A A B A Approach Delay 10.4 9.7 Approach LOS B A Page 1 I —APM-08S31 HCS2000: unsignalized Intersections Release 4.1c Phone: Fax: E-Mail. TWO-WAY STOP CONTROL(TWSC) ANALYSI Analyst: Agency/Co.: KELLERCO Date Performed: 6/12/2003 Analysis Time Period: 2008 PM -STAGE 3 Intersection: # 2a Jurisdiction: units: U. S. Customary Analysis Year: Project ID: STAGE 3 -2008 East/West Street: EAST/WEST North/South street: NORTH/SOUTH Intersection Orientation: NS study period (hrs): 0.25 vehicle volumes and Adjustments Major Street Movements 1 2 3 4 5 6 L T R L T R volume 7 140 14 0 63 0 Peak -Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 2 39 4 0 18 0 Hourly F1oW Rate, HFR 7 155 15 0 70 0 Percent Heavy vehicles 2 -- -- 2 -- -- Median Type undivided RT Channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR upstream Signal? No No Minor Street Movements 7 L 8 T 9 R 10 L 11 T 12 R volume 12 7 1 1 7 7 Peak Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Peak-15 Minute volume 3 2 0 0 2 2 Hourly F1oW Rate, HFR 13 7 1 1 7 7 Percent Heavy vehicles 2 2 2 2 2 2 Percent Grade (%) 0 0 Median Storage Flared Approach: Exists? No No Storage RT channelized? Lanes 0 1 0 0 1 0 Configuration LTR LTR Pedestrian volumes and Adjustments Movements 13 14 15 16 Page 2 -APM-08S31 Flow (ped/hr) 0 0 0 0 Lane width (ft) 12.0 12.0 12.0 12.0 walking Speed (ft/sec) 4.0 4.0 4.0 4.0 Percent Blockage 0 0 0 0 upstream signal Data Prog. sat Arrival Green cycle Prog. Distance Flow Flow Type Time Length Speed to Signal vph vph sec sec mph feet S2 Left -Turn Through S5 Left -Turn Through worksheet 3-Data for computing Effect of Delay to Major Street vehicles Movement 2 Movement 5 Shared In volume, major th vehicles: 155 70 shared In volume, major rt vehicles: 15 0 sat flow rate, major th vehicles: 1700 1700 sat flow rate, major rt vehicles: 1700 1700 Number of major street through lanes: 1 1 worksheet 4-Critical Gap and Follow-up Time calculation critical Gap calculation Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(c,base) t(c,hv) P(hv) t(c,g) Grade/100 t(3,It) t(C,T) : t (c) 4.1 4.1 1.00 1.00 2 2 0.00 1-stage 0.00 2-stage 0.00 1-stage 4.1 2-stage 0.00 0.00 0.00 4.1 7.1 6.5 6.2 7.1 6.5 6.2 1.00 1.00 1.00 1.00 1.00 1.00 2 2 2 2 2 2 0.20 0.20 0.10 0.20 0.20 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 7.1 6.5 6.2 7.1 6.5 6.2 ' Follow-up Time calculations Movement 1 4 7 8 9 10 11 12 L L L T R L T R t(f,base) 2.20 2.20 3.50 4.00 3.30 3.50 4.00 3.30 t(f,HV) 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 P(HV) 2 2 2 2 2 2 2 2 t(f) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 worksheet 5-Effect of upstream signals computation 1-Queue clearance Time at upstream signal Movement 2 Movement 5 V(t) v(l,prot) v(t) v(l,prot) I V prog Page 3 ' -APM-08S31 Total Saturation Flow Rate, s (vph) Arrival Type ' Effective Green, g (sec) Cycle Length, C (sec) Rp (from Exhibit 16-11) Proportion vehicles arriving on green P ' g (ql) g(q2) g (q) Computation 2-Proportion of TwSC intersection Time blocked Movement 2 Movement 5 V(t) V(l,prot) V(t) V(l,prot) alpha beta Travel time, t(a) (sec) Smoothing Factor, F Proportion of conflicting flow, f Max platooned flow, V(c,max) Min platooned flow, V(c,min) Duration of blocked period, t(p) ' Proportion time blocked, p 0.000 0.000 Computation 3-Platoon Event Periods Result 0.000 5) p(2 0.000 p(dom) p(subo) 1 Constrained or unconstrained? Proportion unblocked (1) (2) (3) ' for minor Single -stage Two -Stage Process movements, p(x) Process Stage i stage II p (4) ' p (4) p(7) p (8) P(9) P(10) P(11) p(12) Computation 4 and 5 single -stage Process Movement 1 4 7 8 9 10 11 12 L L L T R L T R V c,x 70 170 253 246 162 250 254 70 s Px V c,u,x C r,x C plat,x Two -Stage Process 7 8 10 11 Stagel Stage2 Stagel Stage2 Stagel Stage2 Stagel Stage2 ' Page 4 1 —APM-08S31 V(c,x) s 1700 1700 1700 1700 P(x) V(c,u,x) C(r,x) c(plat,x) worksheet 6-Impedance and capacity Equations Step 1: RT from Minor St. 9 12 Conflicting Flows 162 70 Potential Capacity 883 993 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 883 993 Probability of Queue free St. 1.00 0.99 Step 2: LT from Major St. 4 1 Conflicting Flows 170 70 Potential Capacity 1407 1531 Pedestrian Impedance Factor 1.00 1.00 Movement Capacity 1407 1531 Probability of Queue free St. 1.00 1.00 Maj L-shared Prob Q free St. 1.00 0.99 Step 3: TH from Minor St. 8 11 conflicting Flows 246 Potential Capacity 656 Pedestrian Impedance Factor 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 Movement capacity 653 Probability of Queue free St. 0.99 254 650 1.00 0.99 647 0.99 Step 4: LT from Minor St. 7 10 Conflicting Flows 253 250 Potential Capacity 700 703 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 Maj. L, Min T Adj. Imp Factor. 0.99 0.99 Cap. Adj. factor due to Impeding mvmnt 0.98 0.99 Movement Capacity 687 694 worksheet 7-Computation of the Effect of Two -stage Gap Acceptance Step 3: TH from Minor St. 8 11 Part 1 - First Stage Conflicting Flows Potential Capacity Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Probability of Queue free St. Part 2 - second stage Conflicting Flows Potential Capacity Page 5 ' —APM-08S31 Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt ' Movement Capacity Part 3 - single stage Conflicting Flows 246 254 ' Potential capacity 656 650 Pedestrian Impedance Factor 1.00 1.00 Cap. Adj. factor due to Impeding mvmnt 0.99 0.99 Movement Capacity 653 647 Result for 2 stage process: a ' C t 653 647 Probability of Queue free St. 0.99 0.99 Step 4: LT from Minor St. 7 10 Part 1 - First stage Conflicting Flows Potential Capacity ' Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity ' Part 2 - second Stage Conflicting Flows Potential Capacity ' Pedestrian Impedance Factor Cap. Adj. factor due to Impeding mvmnt Movement Capacity Part 3 - single Stage Conflicting Flows 253 250 Potential Capacity 700 703 Pedestrian Impedance Factor 1.00 1.00 Maj. L, Min T Impedance factor 0.98 0.98 ' Maj. L, Min T Adj. Imp Factor. Cap. Adj. factor due to Impeding mvmnt 0.99 0.98 0.99 0.99 Movement Capacity 687 694 Results for Two -stage process: a y C t 687 694 ' worksheet 8-shared Lane Calculations Movement 7 8 9 10 11 12 ' L T R L T R U volume (vph) 13 7 1 1 7 7 Movement Capacity (vph) 687 653 883 694 647 993 Shared Lane Capacity (vph) 682 777 worksheet 9-Computation of Effect of Flared Minor street Approaches Movement 7 8 9 10 11 12 L T R L T R Page 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —APM-08S31 C sep 687 653 883 694 647 993 volume 13 7 1 1 7 7 Delay Q sep Q sep +1 round (Qsep +1) n max C sh 682 777 Sum C sep n C act worksheet 10-Delay, Queue Length, and Level of Service Movement Lane Config 1 LTR 4 7 LTR 8 9 LTR 10 11 12 LTR v (vph) 7 0 21 15 C(m) (vph) 1531 1407 682 777 v/c 0.00 0.00 0.03 0.02 95% queue length 0.01 0.00 0.10 0.06 Control Delay 7.4 7.6 10.4 9.7 LOS A A B A Approach Delay 10.4 9.7 Approach LOS B A worksheet 11-shared major LT impedance and Delay Movement 2 Movement 5 p(oj) 1.00 1.00 v(il), volume for stream 2 or 5 155 70 v(i2), volume for stream 3 or 6 15 0 s(il), Saturation flow rate for stream 2 or 5 1700 1700 s(i2), saturation flow rate for stream 3 or 6 1700 1700 P*(oj) 0.99 1.00 d(M,LT), Delay for stream 1 or 4 7.4 7.6 N, Number of major street through lanes 1 1 d(rank,l) Delay for stream 2 or 5 0.0 0.0 Page 7 FILE COPY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 December 3, 2002 Mr. Edward Dove Dove & Associates P.O. Box 2033 Winchester, Virginia 22604 RE: REVISED MASTER DEVELOPMENT PLAN - 'WAKELAND MANOR Dear Ed: The further revised Master Development Plan, dated September 27, 2002, for Wakeland Manor Subdivision was administratively approved on November 19, 2002. This MDP provides for 390 single-family lots and 214 townhouse lots, for a total of 604 lots, in the RP (Residential Performance) Zoning District on a 285-acre site. This revision shows a modification. in the north end of Warrior Drive and an adjustment in the phase line to allow an existing barn to remain in Phase 4. Development of the property will be in phases, as is the dedication and construction of future Warrior Drive and access/entrance roads as per narrative on Page 2 of 2 of the revised Master Development Plan. Attached are three copies of the approved. Final Master Development Plan. These copies are for you and your client's records. Please feel free to contact me with any questions regarding this approval. Sincerely, Abbe S. Kennedy Senior Planner ASK/kac Attachments cc: VWHarrington Smith, Jr., Shawnee District Supervisor u-Robert A. Morris, Shawnee District Planning Commissioner ,%.Wlilliam C. Rosenberry, Shawnee District Planning Commissioner • �Rex Wakeman, 300 Craig Drive, Stephens City, VA 22655 ❑:\Abbe\MDP Review Letters\WAKLI.AND\Wakeland Administative Approva12.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 FILE COPY COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 May 7, 2003 Stephen T. Plescow, P.E. Land Entitlement Manager Centex Homes 14121 Parke Long Court, Suite 201 Chantilly, Virginia 20151 RE: Warrior Drive - Wakeland Manor Master Development Plan Dear Steve: Thank you for meeting with Jerry Copp, Ed Strawsnyder, and me on Friday, April 25, 2003, to discuss the Wakeland Manor project and the construction of Warrior Drive through the extent of the project. As a result of our discussion, it is the County's understanding that Centex Homes is interested in partnering with the County in the construction of this segment of Warrior Drive as it traverses the Wakeland Manor project. In an effort to address the Warrior Drive road improvement aspect of the Wakeland Manor Master Development Plan, I would envision that Centex (as applicant of the Wakeland Manor project) issue a letter of agreement regarding the construction of Warrior Drive. At a minimum, it is envisioned that such a statement should address Centex's responsibility for the following issues: Establishing a monetary guarantee that would provide for the construction of Warrior Drive. It is envisioned that such a guarantee would be linked to the approval of individual building lots, per previous conversations. This guarantee would enable Centex to proceed with the development of the Wakeland Manor project, prior to the construction of Warrior Drive. 2. Securing road design approval from the Virginia Department of Transportation. This effort would result in road design approval for Warrior Drive from its intersection with Tasker Road, to a temporary terminus at the northern boundaries of the Wakeland Manor project. 107 North Kent Street • Winchester, Virginia 22601-5000 Page 2 Stephen T. Plescow, P.E., Land Entitlement Manager, Centrex Homes Re: Warrior Drive, Wakeland Manor Master Development Plan May 7, 2003 Warrior Drive would be designed as a four -lane divided roadway, with a 16-foot wide raised landscaped median. Establishment of a deadline by which the road design approval would be secured; also include language that the approval would occur prior to commencement of Phase 5. 3. Provisions for funding the construction of a two-lane, divided section of Warrior Drive as it traverses the Wakeland Manor project, and a date for the transfer of funds. The date by which the funds would be transferred should occur no later than the commencement of Phase 9, or Fall 2004, whichever occurs first. 4. Provisions for landscaping and maintenance of the median. Finalizing an agreement regarding the construction of Warrior Drive is necessary in order to proceed with the proposed revisions to the Wakeland Manor master development plan. Additionally, it would be expected that this agreement be made part ofthe master development plan, and that a relationship be established between phasing boundaries and the completion of Warrior Drive elements as identified above. Please contact me with any questions regarding this letter. Sin ly, E Lawrence, AICP Planning Director ERL/rsa cc: John R. Riley, Jr., County Administrator Jerry Copp, Virginia Department of Transportation Ed Strawsnyder, County Engineer Ed Dove, Dove & Associates UAEric\Common\2003\2003 ltrs\wakeland manor. warrior drive.wpd COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 April 19, 2007 Mr. Kevin Seward B.C. Consultants 43 West Jubal Early Drive Winchester, Virginia 22601 RE: Wakeland Manor - Talamore Drive - Subdivision Plan Comments Frederick County, Virginia Dear Mr. Seward: We have completed our review of the revisions to the subject subdivision plan submitted March 20, 2007. We have no issues with the increase in water surface elevation of the 100-year storm from the existing conditions to proposed conditions, associated with the proposed box culvert. We therefore recommend approval of the revised subdivision plan. Sincerely, 96e-- 0, L. JJ /L-ZV Joe C. Wilder Deputy Director JCW/rls cc: Mark Cheran, Zoning and Subdivision Administrator 1/� file APR 2 3 2007 107. North Kent Street • Winchester, Virginia 22601-5000 MDP #004-91 WAKELAND MANOR