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Home My WebLink AboutZ-6425-C Application 1rezon.doc AFFIDAVIT 1, Jackie Jackson, CEO of Little Rock Urban P authorize Christopher L,. Travis revision of the conditional use permit Property described as: 03/01/10 I certify by my signature below that I hereby to act as my agent regarding the of the below described property. 6711 West Markham Street, Little Rock, Arkansas 72205 Sig ttare of Titl older Jackie Jackson on behalf of Little Rock Urban Prep, Inc. Subscribed and sworn to me a Notary Public on this / JtK Date otary Public My Commission Expires: a°01I9 ANGELA GAINES MY COMMISSION # 12349468 EXPIRES: August 2, 2016 Saline County day of o Q J Li LD E-1 CO ❑ Q ` d [� �7. ° ` a a pEl LQ oD D C3 a°4qa G, o a ,c�• r� �,• ''Qoa OgC7 u Ll p�QC�L�a c, E71 ria .Rx mlzl� ED a LJ '-41 L3 -tel Lr�C7jL--..I CD GS�a a EDP E�JCID El cuP Q Q°QD r d „�JQ ❑aC��a v [�� ar.�nr_3 Q o QC:lQCl aaC]�CJ E.F_,Cll�jll QQ d ° a Cfj ti f 110 �`,� L J� \• yam+ ° `JC]7"'-. Cj. i EJ12 E� EJ a Gia t_� ❑~ Q Area Zonine Case: Z -6425-C N Location: 6711 West Markham Ward: 6 0 125250 500 Feet PD: 3 CT: 21.01 TRS: TIN R13W1 • nGi. 5!0'SMQ'E q9�.6$' �' MgRKHAM STREEt " - • • -- J' '4W h o i I• i+ i t It j I � `�a- r •,re r I • 1r� r !� 'le DRIVE"A" r='. r � { _ � • fir' r,,_ ... _ _x rr! i NI\1' i!' 1'"� Y4 rrr; �o Vi , ti } i r --— I +• ria r I - - --• ptiii��sr xr -•' wtar, reee'F57a'w 79i.aY R 3 1 URBAN COLLEGIATE LEwIS ELLIOTT• MCMORRAN • VADEN PUBLIC CHARTER SCHOOL ARCHITECTS RAGSDALE • WOODWARD •INCORPORATED LITTLE ROCK, ARKANSAS ENGINEERS 601.223.8302 • FAX 509.223 89M • WWW.LEMVRW.00M City of Little Rock Department of Planning and Development Planning Zoning and 723 West Markham Street Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6663 Christopher Travis Gill Elrod et al 425 W. Ca itol Avenue Suite 3801 Little lock .AR 72201 Date: June 4.2010 Dear Mr. Travis: Case No. Z -6425-C Location: 6711 West Markham This is to advise you that in connection with your application for a conditional use permit, the Planning Commission at its meeting on June 3, 2010, Approved your application as submitted. Denied your application as submitted. Deferred action to the Meeting. X Approved your application with the following conditions: See conditions outlined in Plannin Commission minutes. This is an approval for the USE only and was the first step in the process. Based on this use approval, YOU may submit your documentation and plans for review and permitting. All new and alteration: construction requires building permits be obtained at 723 West Markham, 2"d.floor BEFORE any work may begin. All permits required for implementation of the conditional use must be obtained within three (3) years of the date of the Commission's approval or the Conditional Use Permit shall be revoked. Please be advised that there is an appeal period for 30 days from the date the Planning Commission made its decision. Any permits obtained or construction performed during this 30 day appeal period is done at your own risk and could be voided by the appeal process. If you have any questions, please call me at 371-6817. Sincerely, Dana Carney, Zoning and Subdivision y Department of Planning and Development DC/aa �j 0 § t■� . a —6425—CO 6711 W M AR K H AM CONDITIONAL USE " | City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 April 28, 2010 Christopher Travis Gill Elrod et al 425 W. Capitol Avenue, Suite 3801 Little Rock, AR 72201 Re: Conditional Use Permit application to allow a charter school at 6711 W. Markham Street Dear Mr. Travis: I have received your application for a conditional use permit for the property located at 6711 W. Markham Street. The following is to remind you of important dates in the process. The sign provided to you must be posted on the property no later than May 3, 2010. Required notices to owners of properties located within 200 feet of the subject property must be sent via certified mail no later than May 19, 2010. You must use the notice form provided to you by our office and you must obtain the list of property owners from an abstract or title company. The Subdivision Committee meeting for your application is May 13, 2010 at 12:00 noon. The meeting will be held in the Board of Directors' chamber located on the second floor of City Hall at 500 W. Markham Street. You or your authorized representative must be present. Your item has been scheduled for the June 3, 2010 Planning Commission meeting. The meeting will begin at 4:00 p.m. and will be held in the Board of Directors' chamber located on the second floor of City Hall. Again, you or your authorized representative must be present. The survey submitted with your application is dated 2003. Planning Commission rules state the survey may be no older than five (5) years prior to the date of submittal of the application. Please submit copies of a current survey and site plan. Please provide agent authorization form from the property owner authorizing you to act as their agent. The authorization indicates Little Rock Urban Prep as authorized agent. If you have any questions, please contact me at (501) 371-6817 or at dcarneyOlittlerock-org Sincerely: "Ia�K�r - Dana Carney Zoning and Subdivision Manager cup.doc APPLICATION FOR CONDITIONAL USE PERMIT Zoning Case File No. Z-�J C Planning Commission Meeting docketed for 1 G 2-0 1 L� at �(• g 0 _ P.M. 03/01/10 Application is hereby made to the Little Rock Planning Commission pursuant to the provisions of Act 186 of 1957, Acts of Arkansas, as amended, and Chapter 36 of Little Rock, Ark. Rev. Code (1988), as amended, requesting a Conditional Use Permit on the following property: Address:M General Location: Mia town intersection of Markham and Hughes Legal Description SEE ATTACHED EXHIBIT "A" Title to this property is vested in: Lutheran High School, Inc (Name) 6701 W- Markham Street,TLittle Rock, AR (Address) (Telephone) If an individual other than the title-holder files this application, attachment of a completed affidavit is required authorizing this person to act on behalf of the title-holder. Subject property is presently zoned: �� -c A Conditional Use Permit is requested to allow use of the property for: Operation of Charter School There (are not) private restrictions pertaining to the proposed use. It is hereby agreed that the required filing fee will be paid immediately and the posting of the sign furnished will be accomplished as required. Applicant (owner or authorized agent): A t; I l?J S S (Signature and printed name) Address: Planning Commiss' Approvr� Conditions of Approval: 4ek e"i',1 Ad, Board of Directors Approved: _ Ordinance Number: Conditions of Approval: Telephone: LII T ;_r" R n {l('Vf\ 'Li'.` �i'tll�:l.7 .r...'li C.. ":1:7 S1UN . ,L AS 1N BY: WE: ! �) EXHIBIT "A" The North 702 feet of the West 300 feet of the SW % of the NE % of Section 1, Township 1 North, Range 13 West, to the City of Little Rock, Pulaski County, Arkansas, more particularly described as failows: Seginaing at a point 628 feet North of the Southwest corner of the SW '/a of the NE 'I of said Section 1; thence North 702 fevA to the Northwest corner of said SW'/ of the NE'/.; thence East along the renter line of West Markham Street, 300 feet; thence South 702 feet; thence West 300 feet to the paint of beginning. LESS AND EXCEPT that portion lying within West Markham Street and the West 30 feet dedicated for street purposes. AFFIDAVIT I, Doug W. Becker, Chairman, certify by my signature below that I hereby authorize Little Rock Urban Prep to act as my agent regarding the appiication for conditional use permit of the below described property. Property described as: SEE ATTACHED E30MBIT "A" Lutheran High School, Inc. Signature of Title Holder �`'��d`�`J Date rc'i7 Subscribed and sworn to me a Notary Public on this e day of "^1 ! L . My Commission Expires: EVERNA F. RM, VE ublhs —.Arkansasnty of Pulaski ssion &p. 01/211M t Notary Public cup.doc CONDITIONAL USE PERAUT STREET RIGHT-OF-WAY DEDICATION AGREEMENT LOCATION/ADDRESS: DATE: 6711 W Markham Street, Little Rock, AR DOCKETED FOR MEETING ON: 03/01/10 I, Lutheran High School., Inc. , do hereby agree / A6KgP&, to dedicate to the public any needed right-of-way as required by the Master Street Plan for a public street abutting property owned by me adjacent to the property requested for a conditional use permit. I, Lutheran. High School, Inc. , agree /pME-lo provide at my expense an easement deed and/or other documents as necessary conveying such right-of-way to the public. Lutheran High School,Inc / APPLICANTIOWNE -f 5-4 •' M DATE y/ 7-7 1 (If the above signature represents an applicant, attachment of a letter is required authorizing this person to act in behalf of the title-holder.) STEPHEN K. CUFFMAN, P.A. MATTHEW B. FINCH ROGER H. FITZGIBBON, JR. JOHN P. GILL, P.A. T. DANIEL GOODWIN DRAKE MANN CHARLES C. OWEN, P.A. DYLAN H. POTTS HEARTSILL RAGON III, P.A. W. BRADFORD SHERMAN CHRISTOPHER L. TRAVIS, P.A. GILL ELROD RAGON OWEN & SHERMAN, P.A. ATTORNEYS METROPOLITAN TOWER JUDY P. MCNEIL 425 WEST CAPITOL AVENUE, SUITE 3801 KELLY W. MCNULTY LITTLE ROCK, ARKANSAS 72201 JENNY HOLT TEETER (501) 376-3800 FAx (501) 372-3359 CHAD L. CUMMING, JR. www.gill-law.com KATIE A. MIDDLETON DANIELLE M. WHITEHOUSE April 26, 2010 Little Rock Planning & Development 723 W. Markham Little Rock, AR 72201 Re; Revised Conditional Use Permit 6711 West Markham Street Dear Sir or Madam: JOHN A.FOGLEMAN OF COUNSEL (1911-2004) W. W. ELROD II (1950-2005) Our law firm represents Little Rock Urban Prep, Inc. Lutheran High School has a contingent agreement to lease the property to Little Rock Urban Prep, Inc. for use as an open -enrollment charter school. Please find enclosed for filing today the enclosed application (along with the necessary filing fee), which contemplates continuing the existing Conditional Use Permit (CUP), most recently revised August 22, 2002, while revising it to allow continued use as a school with the following modifications: • The education of children in grades K-8 (instead of 9-12); • with enrollment from up to six hundred ninety-five; and ■ thirty-two classrooms to be housed in the existing building. This application is made for and by Little Rock Urban Prep, Inc. Little Rock Urban Prep, Inc. intends to complete the construction of the additional parking described as part of Phase f[ of the CUP revision approved August 22, 2002 to the extent necessary based on its planned use of the property. Little Rock Urban Prep, Inc. does not plan on constructing any new buildings, and currently does not plan to construct the three-story addition approved in August, 2002. In summary, revision of the CUP is requested to allow for use as a school for up to six hundred ninety five K-8 children. Additional classrooms will be partitioned within the existing building. Parking will be expanded as necessary as approved in 2002. Please place Little Rock Urban Prep, Inc.'s application on the agenda for the Little Rock Planning Commission's meeting scheduled for June 3, 2010. Thank you, and please feel free to contact me if you need any further information. Mos nce ely, Ftj.1A ir' opher L. Travis GILL ELROD RAGON OWEN & SHERMAN, P.A. ATTORNEYS STEPHEN K. CUFFMAN, P.A. MATTHEW B. FINCH ROGER H. FITZGIBBON, JR. JOHN P. GILL, P.A. T. DANIEL GOODWIN DRAKE MANN CHARLES C. OWEN, P.A. DYLAN H. POTTS HEARTSILL RAGON III, P.A. W. BRADFORD SHERMAN CHRISTOPHER L. TRAVIS, P.A. Mr. Dana Carney Manager, Zoning & Subdivision City of Little Rock 723 West Markham Little Rock, Arkansas 72201 METROPOLITAN TOWER 425 WEST CAPITOL AVENUE, SUITE 3801 LITTLE ROCK, ARKANSAS 72201 (501) 376-3800 FAx (501) 372-3359 www.gill-law.com April 28, 2010 Re: Revised Conditional Use Permit 6711 West Markham, Little Rock, Arkansas 72205 Dear Dana: JUDY P. MCNEIL KELLY W. MCNULTY JENNY HOLT TEETER CHAD L. CUMMING, JR. KATIE A. MIDDLETON DANIELLE M. WHITEHOUSE JOHN A.FOGLEMAN OF COUNSEL (1911-2004) W. W. ELROD II (1950-2005) On behalf of Little Rock Urban Prep, Inc. (the "Applicant"), we have calculated the number of parking spaces necessary for the Applicant's proposed use of the property located at 6711 West Markham, little Rock, Arkansas 72205 (the "Property"). The Applicant intends to utilize the Property as an elementary and middle open - enrollment charter school, with grades Kindergarten through Eighth. Pursuant to Little. Rock Ordinance 36-502(b)(2)(f) the Applicant needs one space per classroom, plus one space per teacher, employee, or administrator, and one space per every ten children in Kindergarten. The Applicant must also have sufficient space on site to "stack" pick-up/drop-off vehicles and buses. The Applicant calculates that it will have as many as 36 classrooms, 44 teachers, 7 administrators, and 60 kindergarten students. Therefore, the Applicant believes its planned use will require 93 parking places. There are currently 108 parking spaces on the Property. Therefore, the Applicant believes that no new parking spaces are required at this time. The Applicant is working with Ernie Peters to develop a traffic study for the Property and will forward that to you as soon as it is available. Through that process, the Applicant will also develop, with Mr. Peters' assistance, a traffic -flow plan for daily use by the Applicant's families in picking -up and dropping -off the students so that there will be minimal impact on the neighborhood. The Applicant will also deliver that traffic -flow plan to you as soon as it is available. Because the intended use of the Property does not require any additional parking and no other changes to the site or the building are proposed, the Applicant hereby requests that it be allowed to use the updated survey as its site plan. Please confirm with me (1) the Applicant's Dana Carney April 28, 2010 Page 2 ability to use that survey as its site plan and (2) that the City's staff agrees with the Applicant's parking calculations. If you have any questions, or if we need to discuss any aspect of this matter, please give me a call. L. Travis cc: Jackie Jackson (via e-mail) Jeff Yates (via e-mail) GILL ELROD RAGON OWEN & SHERMAN, P.A. ATTORNEYS STEPHEN K. CUFFMAN, P.A. MATTHEW B. FINCH ROGER H. FITZGIBBON, JR. JOHN P. GILL, P.A. T. DANIEL GOODWIN DRAKE MANN CHARLES C. OWEN, P.A. DYLAN H. POTTS HEARTSILL RAGON 111, P.A. W. BRADFORD SHERMAN CHRISTOPHER L. TRAVIS, P.A. Mr. Dana Carney Manager, Zoning & Subdivision City of Little Rock 723 West Markham Little Rock, Arkansas 72201 METROPOLITAN TOWER JUDY P. MCNEIL 425 WEST CAPITOL AVENUE, SUITE 3801 KELLY W. MCNULTY LITTLE ROCK, ARKANSAS 72201 JENNY HOLT TEETER (501) 376-3800 FAx (501) 372-3359 CHAD L. CUMMING, JR. www.gill-law.com KATIE A. MIDDLETON DANIELLE M. WHITEHOUSE May 19, 2010 Re: Revised Conditional Use Permit 6711 West Markham, Little Rock, Arkansas 72205 Dear Dana: JOHN A. FOGLEMAN OF COUNSEL (1911-2004) W. W. ELROD II (1950-2005) This letter is written on behalf of Little Rock Urban Prep, Inc. (the "School") and contains and submits for filing (i) the School's responses to the comments made by the City and various departments of the City and utility companies in the Subdivision Committee meeting last week, (ii) the traffic study prepared by Ernie Peters on behalf of the School, and (iii) a revised site plan showing the proposed improvements and changes the School plans to make on the property after analyzing the results of the traffic study and continued development of the School's vision for its campus. In general, the School plans to improve the traffic flow of the School by building a new driveway off Markham, as illustrated on the revised site plan and increase the safety of the property by adding two lights to the east of that proposed new drive. In particular response to the Subdivision Committee's comments, the School states the following: 1. The School plans no changes to the signage on the property other than changing the name and placing the School's logo on the signs. 2. The School plans on maintaining the hours of operation currently used by the Lutheran High School. 3. The dumpster is noted on the revised site plan submitted with this letter, and the required screening will be built, and the dumpster collection will be within daylight hours. 4. The proposed fencing by the School is illustrated on the revised site plan submitted with this letter. Dana Carney May 19, 2010 Page 2 5. The School plans on modifying the existing lighting on the property by adding two lights to the east of the proposed new drive, and those lights will be low-level and shielded downward and into the property. 6. The requested right of way dedication should have already been done in the last Conditional Use Permit issuance for this property, however, to the extent that such dedication was not consummated, the School will work with the property owner to ensure that it is consummated. 7. The requested radial dedication should have already been done in the last Conditional Use Permit issuance for this property, however, to the extent that such dedication was not consummated, the School will work with the property owner to ensure that it is consummated. 8. Submitted with this letter is a traffic study conducted by Ernie Peters. 9. The School is working with Central Arkansas Water to determine the need for fire hydrants and backflow protection devices. 10. The School, based on the results traffic study, plans to construct a new drive opening onto to Markham Street, and will comply with all applicable City codes regarding landscaping and buffering. Thank you for allowing the School to submit these responses, the traffic study, and the revised site plan. If you have any questions, or if you need further clarification on any information continued in or submitted with this letter, please contact me. L. Travis cc: Jackie Jackson (via e-mail) Jeff Yates (via e-mail) GILL ELROD RAGON OWEN & SHERMAN, P.A. ATTORNEYS STEPHEN K. CUFFMAN, P.A. METROPOLITAN TOWER MATTHEW B. FINCH 425 WEST CAPITOL AVENUE, SUITE 3801 ROGER H. FITZGIBBON, JR. LITTLE ROCK, ARKANSAS 72201 JOHN P. GILL, P.A. (501) 376-3800 FAx (501) 372-3359 T. DANIEL GOODWIN www.gill-law.com DRAKE MANN CHARLES C. OWEN, P.A. DYLAN H. POTTS HEARTSILL RAGON III, P.A. W. BRADFORD SHERMAN CHRISTOPHER L. TRAVIS, P.A. April 26, 2010 Little Rock Planning and Development Department Attn: Monte Moore 723 W Markham Little Rock, AR 72201 Re: Revised Conditional Use Permit — Bill of Assurance 6711 West Markham Street, Little Rock, Arkansas Dear Mr. Moore: JUDY P. MCNEIL KELLY W. MCNULTY JENNY HOLT TEETER CHAD L. CUMMING, JR. KATIE A. MIDDLETON DANIELLE M. WHITEHOUSE JOHN A. FOGLEMAN OF COUNSEL (1911-2004) W. W. ELROD II (1950-2005) Per the Real Estate Department of the Pulaski County Circuit Clerk's Office, there is no Bill of Assurance for the above referenced property. Reg�s r�-- �stopher L. Travis GILL ELROD RAGON OWEN & SHERMAN, P.A. ATTORNEYS STEPHEN K. CUFFMAN, P.A. MATTHEW B. FINCH ROGER H. FITZGIBBON, JR. JOHN P. GILL, P.A. T. DANIEL GOODWIN DRAKE MANN CHARLES C. OWEN, P.A. DYLAN H. POTTS HEARTSILL RAGON III, P.A. W. BRADFORD SHERMAN CHRISTOPHER L. TRAVIS, P.A. Mr. Dana Carney Manager, Zoning & Subdivision City of Little Rock 723 West Markham Little Rock, Arkansas 72201 METROPOLITAN TOWER 425 WEST CAPITOL AVENUE, SUITE 3801 LITTLE ROCK, ARKANSAS 72201 (501) 376-3800 FAx (501) 372-3359 www.gill-law.com May 3, 2010 Re: Revised Conditional Use Permit 6711 West Markham, Little Rock, Arkansas 72205 Dear Dana: JUDY P. MCNEIL KELLY W. MCNULTY JENNY HOLT TEETER CHAD L. CUMMING, JR. KATIE A. MIDDLETON DANIELLE M. WHITEHOUSE JOHN A. FOGLEMAN OF COUNSEL (1911-2004) W. W. ELROD II (1950-2005) Enclosed please find six copies of the updated survey, which also, with your permission, serves as a site plan for the Little Rock Urban Prep, Inc. request for a revised Conditional Use Permit for the above -referenced property. If you need more copies, please let me know. L. Travis SUBDIVISION COMMITTEE COMMENTS MAY 13, 2010 ITEM NO.: 9. LITTLE ROCK URBAN PREP CHARTER SCHOOL CONDITIONAL USE PERMIT — 6711 WEST MARKHAM Z -6425-C Planning Staff Comments: 1. There is no Bill of Assurance for this acreage tract. 2. Submit signage plan. 3. Provide typical days and hours of operation. 4. Locate dumpster and required screening. 5. Locate and describe any proposed new fencing. 6. Locate and describe any proposed new site lighting; the site. Variance/Waivers: • None requested. Public Works: should be low-level and shielded downward and into 1. West Markham Street is classified on the Master Street Plan as a minor arterial with special design standards. A dedication of right-of-way thirty-five (35) feet from centerline will be required. 2. A twenty (20) foot radial dedication of right-of-way is required at the intersection of W. Markham Street and S. Hughes Street. 3. A traffic study should be provided which models pickup and drop-off of the 700 students along with stacking at the intersection of W. Markham and Hughes Street. The current traffic signal does not provide a protected left turn movement. Utilities and Fire D artment/Count Planning: Wastewater: Sewer available to this project. Entergy: No comments received. Centerpoint Energy: No comments received. AT&T (SBC): No comments received. Water: All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water if additional fire protection or metered water service is required. A Capital Investment Charge based on the size of the meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. ITEM NO.: 9. Cont. Z -6425-C Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten (10) days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. Fire Department: Approved as submitted. County Planning: No Comments. CATA: CATA bus routes are located on both W. Markham and Hughes Streets. Planning Division: No Comments. Landscape: 1. Any new vehicular use areas will need to be landscaped and buffered to comply with applicable City codes. Other: Submit responses to staff issues and four (4) copies of revised site plan (if required) by Wednesday May 19, 2010. Required notices are to be sent via certified mail no later than Wednesday May 19, 2010 and proof of notification returned to staff by May 28, 2010. City of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 ❑ ENTERGY (2) ❑ CenterPoint Energy ❑ AT & T (2) ❑ Central Arkansas Water ❑ Little Rock Wastewater ❑ Pulaski County Planning -0- Little Rock Fire Department NAME: Ur A� Pry �//Pv S TYPE OF ISSUE:��v� FILE NUMBER: -Z LOCATION: �, ' // AV, J e ❑ Public Works: Engineering, Traffic (2) ❑Parks and Recreation Department ❑ Planning and Development - Site Plan Review ) ❑ Planning and Development GraphicsvJ ❑ CATA J,% f f � t TO WHO IT MAY CONCERN:] ,S IBJ �. S OnLel the Little Rocic Planning Commission will consider the above referenced issue. NOTE: Ke Interdepartmental Meeting at which this issue will be discussed will be held on NOTE: The Subdivision Committee Meeting at which this issue will be discussed will be held on A copy of the plan for the referenced issue is enclosed for your consideration, and your comments and/or recommendations will be appreciated. Sincerely, Dana Carn Zoning and Subdivision Manager (Please respond below and return this letter with your comments for our records.) Y Approved as Submitted. PLEASE RETURN COMMENTS BYID Easement (s) required (See attached plat or description.) *To all utilities: If an easement is requested which is in excess of 10 feet in width, provide justification for the easement or the request will not be included in the Planning Commission agenda. Comments: By: En sure Carney, Dana From: Floriani, Vince Sent: Wednesday, June 02, 2010 8:57 AM To: Carney, Dana Subject: FW: Report UCPC - Traffic Study Hughes Street Dana, Please include this comment: After review of the traffic study dated May 19, 2010 for traffic associated with the operation of the UCPC School, staff believes the proposed plan is acceptable. The plan shows driveway and parking improvements, public street striping, on-site striping, and signage to be installed. Prior to openirig''bf' the �'thbbl, -the' driveway I7 -par -king improvements, public street striping, on-site striping and signage must be installed as shown on the May 19, 2010 traffic study. Plans must be submitted to staff for the proposed improvements for review prior to installation and permitting. If any additional information is needed, please let me know. Vince Floriani, P.E. Design Review Engineer Little Rock Public Works 501-371-4817 -----Original Message ----- From: Floriani, Vince Sent: Tuesday, May 25, 2010 8:56 AM To: Henry, Bill; Carney, Dana; Hood, Mike; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street In speaking with Bill he believes the plan will work. Additional comments should be: Driveway and parking improvements, public street striping, on-site striping, and signage must installed per the traffic study dated May 19, 2010 prior to the opening of the school. Bill, if you have anything else to add please feel free. Vince Floriani, P.E. Design Review Engineer Little Rock Public Works 501-371-4817 -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 6:28 PM To: Carney, Dana; Hood, Mike; Floriani, Vince; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street We reviewed the information `we.received anis"modeled'-the''proposai'. Due - o issues in'the original application, we came up with a workable plan that addresses our concerns. Bill -----Original Message ----- From: Carney, Dana Sent: Mon 5/24/2010 4:10 PM To: Henry, Bill; Hood, Mike; Floriani, Vince; James, Donna 1 Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street so the bottom line is we think it will work? is there any special comment you need added to the agenda? Dana -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 3:57 PM To: Hood, Mike; Floriani, Vince; Carney, Dana; James, Donna Cc: Banihatti, Nat Subject: FW: Report UCPC - Traffic Study Hughes Street Attached is Ernie's report on the school traffic. He will be sending you a revised Figure 9 showing the traffic flow in the drop off areas. Our modeling of the proposed flows indicates that the proposed traffic can be handled without causing traffic issues. William Henry, P.E. Traffic Engineering Manager City of Little Rock Public Works 621 S. Broadway Little Rock, AR 72201 Office: 501-379-1816 Fax: 501-340-4853 Email: bhenry@littlerock.org From: E. J. Peters [mailto:epeters777@traffic-engineers.com] Sent: Wednesday, May 19, 2010 3:59 PM To: Henry, Bill Subject: Report UCPC - Traffic Study Hughes Street Report without "draft" E. J. Peters <mailto:epeters777@traffic-engineers.com> epeters777@traffic-engineers.com PETERS & ASSOCIATES ENGINEERS, INC. 5507 Ranch Drive - Suite 205 Little Rock, AR 72223 Voice: 501-868-3999 Ext 101 2 Fax, 50I -868-97I0 - �.- ...-~--..,-:-..'~.' - ,..�J ^_~~-- -.. 7!'+~-~'_--^^ '- ' 3 Public Works Review Comments Planning Commission Board of Adjustment Agenda Date: 6-3-10 Z File Number G-23-419 Bishop St. Abandonment 17th to 18th. Baptist 1700 Bishop 1 Drainage easements should be maintained in the right-of-way to convey storm water from adjacent property. _ Z File Number G23-420 17th Abandonment Ar. Baptist College 1700 MLK 1 Drainage easements should be maintained in the right-of-way to convey storm water from adjacent property. Z File Number G-25-207 Name Change Wright Ave to Annie McDanials Wright Ave 1 Due to the length of the proposed street name, the proposed street name will not fit on the maximum sized sign blade. 2 Twenty four (24) 9 inch streets signs have to be made and replaced at a cost of $2400 and three (3) 18 inch signs have to be made and replaced at a cost of $2100. The total cost for manufacturing and installation of the new street signs is $4500. Z File Number Z -3592-M Pinnacle Classical Academy CUP use existing 11001 Kanis 0 No comments Z File Number Z -5427-B Huffman Office Warehouse CUP 11921 Kanis Rd. 1 At the time of development, the handicap access ramp should be relocated parallel to Kanis Road to direct pedestrians across Cherry Brook Drive. 2 At the time of development, repair or replace any curb and gutter or sidewalk that is damaged in the public right-of-way prior to occupancy. Z File Number Z -5468-A Western Hills Meth Church Day Care Center 4601 Western Hills Ave. 1 Western Hills Avenue is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline will be required. 2 A 20 feet radial dedication of right-of-way is required at the intersection of Western Hills Ave. and Melba Street. Friday, May 07, 2010 Pagel of 3 Z File Number Z -6525-C L.R. Urban Prep. Charter School CUP 6711 West Markham 1 W. Markham St is classified on the Master Street Plan as a minor arterial with special design standards. A dedication of right-of-way 35 feet from centerline will be required. 2 A 20 feet radial dedication of right-of-way is required at the intersection of W. Markham St and S, Hughes St. 3 A traffic study should be provided which models pickup and drop-off of the 700 students along with stacking at the intersection of W Markham and Hughes St. The current traffic signal does not provide a protected left turn movement. Z File Number Z -7066-A Ross Adult day Care Center 2506 S. Valentine 0 No comments Z File Number Z -7744-A Under Grace Ministries Special Use Permit 10905 W. Markham 1 Markham St. is classified on the Master Street Plan as a minor arterial with special design standards. A dedication of right-of-way 35 feet from centerline will be required. 2 The structure is located within the 100 year floodplain of Rock Creek. Z File Number Z-8551 Pippins Adult Day Care CUP 8919 Baseline Rd. 1 Baseline Road is classified on the Master Stre4t Plan as a principal arterial with special design standards. A dedication of right-of-way 45 f:.m from centerline may be required. The survey provided does not show the centerline of Baseline Road and staff cannot determine if a dedication of right-of- way is required. A survey should be provided showing the centerline of the right-of-way of Baseline Road. 2 The western driveway should be signed one way in and the eastern driveway should be signed one way out. 3 The gravel area of the driveway should have hard paved with either asphalt or concrete. Z File Number Z-8552 Family Day Care Home 7808 W. 25th. 0 No comments Z File Number Z-8553 Child Care family Home 5304 Keats Dr. 0 No comments Z File Number Z-8554 proposed Hotel CUP 6100 S. University Friday, May 07, 2010 Page 2 of 3 I At the time of issuance of a building permit, provide design of street conforming to. the Master Street Plan. Construct one-half street improvement to Mabelvale Pike including 5 -foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. Friday, May 07, 2010 Page 3 of 3 L w E E E E C! 4! 41 d d d 4! C O O O O O O O °J a a a a a a a a a a a d N N_ N N N N N N o S = = t t t C R r+ r+ r+ w ++ ++ •M v > > 0 r+ m w r c c c 3 4! c d G! Gl d d df d o 0 0 .G o J2 O C 'R c R R R R R R tC __ _ _ _ _ > > > > > > > O v O O v O v O u (D.�. .d it..� N O ` o O 3 0 d! O d d 0J d GJ Z Z N N N N N N N E E E E E E E = a a a a a a a s o �, o o a► a� > a► > d > > > > > O H E O E m e c c c c c c w ,F c w. = Z o 0 0 o O O o = c C c °' _ __ _ _ _ _ a a a y v O v O v O O v O v O u L a ` o o m R s V c`a T d = y d N _R V R C V G! Z ++ r+ > V O N = V f/1 3 Q W N m cn w_ a d A C 3 C �, O a L o M a(D c GJ m o r+ Q N r r s R c R d w ai L 3 0 w t RN= N S a= i+ N a m a s = 3 u :3ao' v a v � L Q: S Z as !1 o ti N � N m ti Q Cb cv N Q w Q► .a N T N CO N (a w r N co N c N L � N M u`r! u�i � I -_ a 0 0 N N N N N N N PLANNING COMMISSION REVIEW CENTRAL ARKANSAS WATER 07 May 2010 NAME LITTLE ROCK URBAN PREP CHARTER SCHOOL / 6711 W MARKHAM ST TYPE ISSUE COMMENTS CUP Z -6425-C All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water if additional fire protection or metered water service is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the tirsl point of use. Central Arkansas Waler (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter, Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. NAME TYPEISSUE COMMENTS PINNACLE CLASSICAL CUP Z -3592-M NO OBJECTIONS ACADEMY CUP, 11001 KANIS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Contact Central Arkansas Water if additional fire protection or metered water service is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This lee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (R PZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certif led Assembly Tester licensed by the State of Arkansas and approved by CAW- The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. 2 NAME TYPE ISSUE COMMENTS HUFFMAN OFFICE WAREHOUSE CUP Z -5427-B All Central Arkansas Water requirements in / SE CO KANIS & CHERRY effect at the time of request for water service BROOK must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public andlor private fire hydrant(s) will be required. If additional fire hydrant(s) are required, They will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. Contact Central Arkansas Water regarding the size and location of the water meter. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. A CIC MAIN CHARGE WILL APPLY TO ALL CONNECTIONS OFF OF THE MAIN IN KANIS. This fee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZy is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. 3 NAME TYPE ISSUE COMMENTS LOT 2, BIEHSLICH ADDITION CUP Z-8554 HOTEL CUP, 6100 S. UNIVERSITY All Central Arkansas Water requirements in effect at the time of request for water service must be met. The Little Rock Fire Department needs to evaluate this site to determine whether additional public and/or private fire hydrant(s) will be required. If additional fire hydrant(s) are required, they will be installed at the Developer's expense. Please submit plans for water facilities and/or fire protection system to Central Arkansas Water for review. Plan revisions may be required after additional review. Contact Central Arkansas Water regarding procedures for installation of water facilities and/or fire service. Approval of plans by the Arkansas Department of Health Engineering Division and Little Rock Fire Department is required. METERS AND FIRESERVICE CONNECTIONS WILL BE MADE FROM MABLEVALE PIKE. Contact Central Arkansas Water regarding the size and location of the water meter. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventor assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. VICINITY MAP NEEDS TO BE CORRECTED NAME RIGHT OF WAY ABANDONMENT BISHOP ST, BTW BLOCKS 37 & 38 CENTENNIAL ADDTN TYPE ISSUE COMMENTS G-23-419 CAW WOULD LIKE A RE -PLAT OF THE BLOCKS SHOWING AN EASEMENT FOR EXISTING MAINS IN THE AREA OF THE ROW ABANDONMENT. RIGHT OF WAY ABANDONMENT G-23-420 W 17TH ST, BTW LOT 1 BILK 37 & LOT 6 BILK 29 CENTENNIAL ADDTN WRIGHT AVE STREET NAME G-25-207 CHANGE TO ANNIE MCDANIELS ABRAMS AVE. WESTERN HILLS UNITED CUP Z -5468-A METHODIST CHURCH DAY CARE CENTER; 4601 WESTERN HILS AVE CAW WOULD LIKE A RE -PLAT OF THE BLOCKS SHOWING AN EASEMENT FOR EXISTING MAINS IN THE AREA OF THE ROW ABANDONMENT. NO OBJECTION, NO OBJECTIONS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Contact Central Arkansas Water if additional fire protection or metered water service is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requ4res that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. NAME TYPE ISSUE COMMENTS PIPPINS ADULT DAY CARE CUP Z-8551 CENTER, 3819 BASELINE RD NO OBJECTIONS All Central Arkansas Water requirements in effect at the time of request for water service must be met. Contact Central Arkansas Water if additional fire protection or metered water service is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter, Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. NAME TYPE ISSUE COMMENTS ROSS ADULT DAY CARE CUP Z -7066-A NO OBJECTIONS CENTER, 2506 S. VALENTINE All Central Arkansas Water requirements in effect at the time of request for water service must be met. Contact Central Arkansas Water if additional fire protection or metered water service is required. A Capital Investment Charge based on the size of meter connection(s) will apply to this project in addition to normal charges. This fee will apply to all connections including metered connections off the private fire system. Due to the nature of this facility, installation of an approved reduced pressure zone backflow preventer assembly (RPZ) is required on the domestic water service. This assembly must be installed prior to the first point of use. Central Arkansas Water (CAW) requires that upon installation of the RPZA, successful tests of the assembly must be completed by a Certified Assembly Tester licensed by the State of Arkansas and approved by CAW. The test results must be sent to CAW's Cross Connection Section within ten days of installation and annually thereafter. Contact the Cross Connection Section at 377-1226 if you would like to discuss backflow prevention requirements for this project. MEMORANDUM TO: DANA CARNEY, ZONING & SUB -DIVISION MANAGER FROM: CHRISTY MARVEL, PLANS DEVELOPMENT ADMINISTRATOR SUBJECT: REVIEW OF THE BUFFER AND LANDSCAPE REQUIREMENTS OF THE JUNE 3rd, 2010 PLANNING COMMISSION AGENDA DATE: May 10, 2010 NEW BUSINESS: 7. Huffman Office WarehouseJK-5427-B) Site plan must comply with the cities minimal landscape and buffer ordinance requirements. The zoning buffer ordinance requires a sixteen (16') foot wide land use buffer along the southern property line next to the residentially zoned property. Seventy percent (70%) of this area must remain undisturbed. Currently, this area is both disturbed and deficient in depth; revise. The zoning buffer ordinance requires an average nine (9') foot street buffer along Cherry Brook Drive. Currently, the site is not meeting this minimal requirement along Cherry Brook Drive. The parking lot should be no more than sixty (60') foot in width, allowing for the minimal nine foot (9') wide perimeter landscape strip. The zoning buffer ordinance requires an average sixteen foot (16') wide street buffer along Kanis Road. The landscape ordinance requires a nine foot (9') wide perimeter landscape strip around the sites entirety. Currently, this site is deficient along both the southern, eastern, and western perimeters of the site. A variance from the City Beautiful Commission must be obtained prior to the issuance of a building permit. A small amount of building landscape will be required. Interior landscaping requirement are required to be located within the proposed parking area. This minimum requirement is calculated at 8 % of the paved surface areas. These interior islands must be a minimum of seven foot, six inches in width (7'-6") and a minimum of one hundred and fifty (150) square foot in area for credit towards the landscape ordinance requirements. A six (6) foot high opaque screen, either a wooden fence with its face side directed outward, a wall, or dense evergreen plantings, is required along the southern perimeter of the site. Credit towards fulfilling this requirement can be given for existing trees and undergrowth that satisfies this year -around requirement. The dumpster is located along the street; relocate to an area less visable from the street. Prior to the issuance of a building permit a landscape plan must be approved and comply with the minimal landscaping and zoning buffer ordinances. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when properly preserving trees of six (6) inch caliper or larger. 10. Ross Adult Day Care Center Z -7066-A Site plan must comply with the cities minimal landscape and buffer ordinance requirements. All previous comments apply per Z-7066. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when properly preserving trees of six (6) inch caliper or larger. 11. Pippins Adult Day Care Center Z-8551 Site plan must comply with the cities minimal landscape and buffer ordinance requirements. The gravel area needs to be either asphalted or concreted in conjunction with this application. 12. Lot 2 Biehslich Addition Hotel Z-8554 Site plan must comply with the cities minimal landscape and buffer ordinance requirements. The dumpster is located within the nine foot (9) wide perimeter landscape strip; remove. A small amount of building landscaping will be required with this application. Areas set aside for buffers and landscaping appear to be sufficient in area. An automatic irrigation system to water landscaped areas will be required. Prior to a building permit being issued, it will be necessary to provide an approved landscape plan stamped with the seal of a Registered Landscape Architect. The City Beautiful Commission recommends preserving as many existing trees as feasible on this site. Credit toward fulfilling Landscape Ordinance requirements can be given when properly preserving trees of six (6) inch caliper or larger. NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR USE CHANGE OR DEVELOPMENT OF LAND TO ALL RESIDENTS IN THE VICINITY OF THE PROPERTY AT: GENERAL LOCATION OR ADDRESS: 6711 West Markham Street OWNED BY: Lutheran High School THE FOLLOWING REQUEST HAS BEEN MADE: Conditional Use Permit to allow use of the existing school facility for an open enrollment charter school. (Z -6425-C NOTICE IS HEREBY GIVEN THAT an application for Conditional Use Permit of the above property has been filed with the Department of Planning avid Development. A public hearing will be held by the L. R. Planning Commission in the Board of I) i rectors Chamber, second floor, City Hall, on June 3, 2010 at 4:00 P.M. This notice is provided in order to assure that area residents are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR USE CHANGE OR DEVELOPMENT OF LAND TO ALL RESIDENTS IN THE VICINITY OF THE PROPERTY AT: GENERAL LOCATION OR ADDRESS: 6711 West Markham Street OWNED BY: Lutheran High School THE FOLLOWING REQUEST HAS BEEN MADE: Conditional Use Permit to allow use of the existing school facility for an open enrollment charter school. (Z -6425-C NOTICE IS HEREBY GIVEN THAT an application for Conditional Use Permit of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L. R. Planning Commission in the Board of Directors Chamber, second floor, City Hall, on June 3, 2010 at 4:00 P.M. This notice is provided in order to assure that area residents are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. ZNUMBER OCCUPANT ADDRESS APT UNIT ZIPCITY STAT ZIP Z6425C OCCUPANT 6823 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6811 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6801 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6623 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6902 BRIARWOOD DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6904 BRIARWOOD DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6900 BRIARWOOD DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6711 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6905 CARRILON RD LITTLE ROCK AR 72205 Z6425C OCCUPANT 6903 CARRILON RD LITTLE ROCK AR 72205 Z6425C OCCUPANT 6905 BRIARWOOD DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6903 BRIARWOOD DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6901 BRIARWOOD DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 5 PILOT POINT PL LITTLE ROCK AR 72205 Z6425C OCCUPANT 11 PILOT POINT PL LITTLE ROCK AR 72205 Z6425C OCCUPANT 3 PILOT POINT PL LITTLE ROCK AR 72205 Z6425C OCCUPANT 7 PILOT POINT PL LITTLE ROCK AR 72205 Z6425C OCCUPANT 9 PILOT POINT PL LITTLE ROCK AR 72205 Z6425C OCCUPANT 6810 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6800 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6700 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6710 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6624 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6724 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6614 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6604 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6711 W MARKHAM ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6904 CARRILON RD LITTLE ROCK AR 72205 Z6425C OCCUPANT 6902 CARRILON RD LITTLE ROCK AR 72205 Z6425C OCCUPANT 6900 CARRILON RD LITTLE ROCK AR 72205 Z6425C OCCUPANT 6900 LUCERNE DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6902 LUCERNE DR LITTLE ROCK AR 72205 Z6425C OCCUPANT 6901 CARRILON RD LITTLE ROCK AR 72205 Z6425C OCCUPANT 301 S HUGHES ST LITTLE ROCK AR 72205 Z6425C OCCUPANT 6615 W MARKHAM ST LITTLE ROCK AR 72205 3�? STEPHEN K. CUFFMAN, P.A. MATTHEW B. FINCH ROGER H. FITZGIBBON, JR. JOHN P. GILL, P.A. T. DANIEL GOODWIN DRAKE MANN CHARLES C. OWEN, P.A. DYLAN H. PoTTs HEARTSILL RAGON III, P.A. W. BRADFORD SHERMAN CHRISTOPHER L. TRAVIS, P.A. GILL ELROD RAGON OWEN & SHERMAN, P.A. ATTORNEYS METROPOLITAN TOWER 425 WEST CAPITOL AVENUE, SUITE 3801 LITTLE ROCK, ARKANSAS 72201 (501) 376-3800 FAx (501) 372-3359 www.gill-law.com May 27, 2010 Dana Carney, Zoning & Subdivision Manager City of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, AR 72201 JUDY P. McNEIL KELLY W. MCNULTY JENNY HOLT TEETER CHAD L. CUMIvIING, JR. KATIE S. MIDDLETON DANIELLE WHITEHOUSE JOHN A. FOGLEMAN OF COUNSEL (1911-2004) W. W. ELROD II (1950-2005) RE: Conditional Use Permit to allow a charter school at 6711 W. Markham Street Dear Mr. Carney, We are attorneys for Little Rock Urban Collegiate Public Charter School for Young Men ("Little Rock Collegiate"). As you know, we are helping Little Rock Collegiate obtain a Conditional Use Permit to allow a charter school at 6711 W. Markham Street (the "Property"). As required by law, on May 19, 2010 we mailed by certified mail a Notice of Public Hearing Before the Little Rock Planning Commission on an Application for Conditional Use Permit to all individuals living within 200 feet of the Property (each, a "Notice"). Enclosed with this letter is an affidavit signed by me affirming that we have provided a Notice to all individuals required to receive one. Included with this affidavit is a certified abstract list of property owners on record, a copy of the notice, and copies of the certified mailing receipts. As we have discussed, our law firm has its own postage meter that does not place postmarks on the certified mail receipts. Please allow this letter to serve as confirmation that these letters were mailed on May 19, 2010. Little Rock Collegiate has been meeting with local residents, and we are preparing for the public hearing to be held on June 3, 2010. Thank you very much for your help as we seek to obtain the conditional use permit. If you require any additional information, please call me immediately. C\CLT\LiU1eRock Urban Preffamey 100527.doc STANDARD ABSTRACT & TITLE COMPANY, INC. 3420 Old Cantrell Road (P.O. Box 7411) Little Rock, AR 72202 (72217-7411) Phone: (501) 664-1300 Fax: (501) 604-2619 TO WHOM IT MAY CONCERN: The following is a list of apparent owners of property lying within 200 feet of the following described land: The North 702 feet of the West 300 feet of the SWI/4 of the NE1/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Beginning at a point 628 feet North of the Southwest corner of the SWI/4 of the NE1/4 of said Section 1; thence North 702 feet to the Northwest corner of said SW1/4 of the NEI/4; thence East along the centerline of West Markham Street 300 feet; thence South 702 feet; thence West 300 feet to the point of beginning; LESS AND EXCEPT that portion lying within West Markham Street and the West 30 feet dedicated for street purposes. I . Tracts 1 and 2, Fox Addition in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Christ Lutheran Church of Little Rock, 315 South Hughes Street, Little Rock, AR 72205) 2. Part of the SWIA of the NEI/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Beginning at a point 528 feet North of the Southwest corner of said SW 1/4 of NEI/4, Section 1 and run thence North 100 feet; thence East 300 feet; thence South 100 feet; thence West 300 feet to point of beginning. (OWNER — Barry Michael Lewis, 301 South Hughes Street, Little Rock, AR 72205) 3. Part of the SWI/4 of the NEI/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Beginning at the Southwest corner of the NEIA, thence North 528 feet; thence East 660 feet; thence South 528 feet; thence West 660 feet to the point of beginning; LESS AND EXCEPT the West 30 feet thereof which has been dedicated as a right-of- way for public street. (OWNER — Christ Lutheran Church of Little Rock, 315 South Hughes Street, Little Rock, AR 72205) 4. Part of the NW 1/4 of the NE1/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas, more particularly described as follows: Beginning at a point which is 25 feet East of and 30 feet North of the Southwest corner of said NW I A of the NEI /4, Section 1 and run thence North 165 feet; thence East 100 feet; thence South 165 feet to the North right-of-way line of West Markham Street; thence West along the North right-of-way line of said West Markham Street 100 feet to Page —2 - the point of beginning. (OWNER — Fuad Farah, 6000 West Markham Street — Suite 1074, Little Rock, AR 72205) S. Part of the NW1/4 of the NEI/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Begin at a point which is 30 feet North and 125 feet East of the Southwest corner of the NWI/4 NE1/4 and run thence North 01 degree 03 minutes East 165 feet; thence South 87 degrees 40 minutes East 100 feet; thence South 01 degree 03 minutes West 165 feet to the North right-of-way line of West Markham Street; thence North 87 degrees 40 minutes West 100 feet to the point of beginning. (OWNER — Steve R. Taylor and Cynthia E. Creech, 6710 West Markham Street, Little Rock, AR 72205) 6. Part of the NW1/4 of the NE1/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Beginning at a point which is 30 feet North of and 225 feet East of the Southwest corner of said NW1/4 NE1/4; thence North O1 degree 03 minutes East 165 feet; thence South 87 degrees 40 minutes East 100 feet; thence South 01 degree 03 minutes West 165 feet to a point in the North right-of-way line of West Markham Street; thence North 87 degrees 40 minutes West 100 feet to the point of beginning. (OWNER — Shari L. Brown, 6700 West Markham Street, Little Rock, AR 72205) 7. Part of the NW1/4 of the NE 114 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows:. Beginning at a point in the North right-of-way line of West Markham Street, which is 30 feet North and 325 feet East of the Southwest corner of the said NW/14 of the NEIA; thence North 00 degrees 47 minutes East 165 feet; thence South 87 degrees 40 minutes East 100.0 feet; thence South 00 degrees 47 minutes West 165 feet; thence North 87 degrees 40 minutes West along the North right-of-way line of West Markham Street 100 feet to the point of beginning. (OWNER — William D. Kivell and Kelly G. Kivell, 6624 West Markham Street, Little Rock, AR 72205) 8. Part of the NEI/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Commencing at the Southwest corner of the NW I/4 NE1/4 of said Section 1, thence North 30 feet to the North right-of-way line of West Markham Street; thence East 425.0 feet along North right-of-way line of said West Markham Street to point of beginning; thence North 165 feet; thence East 100 feet; thence South 165 feet to the North right-of- way line of West Markham Street; thence West 100 feet along the North right-of-way line of West Markham Street to the point of beginning. (OWNER — Nicholas Mohat, 6614 West Markham Street, Little Rock, AR 72205) 9. Part of the NEIA of the NW1/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Beginning at a point 30 feet North of and 25 feet West of the Southeast corner of said NEIA NW14, Section 1, said point being on the North right -of --way line of West Markham Street; thence North 01 degree 03 minutes East 200 feet; thence North 87 Page —3 - degrees 40 minutes West 100 feet; thence South 01 degree 03 minutes West 200 feet to a point on the North right-of-way line of said West Markham Street; thence South 87 degrees 40 minutes East 100 feet along the North right-of-way line of West Markham Street to the point of beginning. (OWNER — Aimee A. Long and Steven E. long, wife and husband, 416 McAdoo Street, Little Rock, AR 72205) 10. Part of the NE 1/14 of the NW1A of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Beginning at a point 30 feet North and 125 feet West of the Southeast corner of said NE1/4 NWI/4 (said point being in the North right-of-way line of West Markham Street); thence North 01 degree 03 minutes East 200 feet; thence North 87 degrees 40 minutes West 100 feet; thence South 01 degree 03 minutes West 200 feet to a point in the North right-of-way line of West Markham Street; thence South 87 degrees 40 minutes East along said North right-of-way line of West Markham Street a distance of 100 feet to the point of beginning. (OWNER— Carritta Gail Devlin and John C. Collins, wife and husband, 6810 West Markham Street, Little Rock, AR 72205) 11. Part of the SE1/4 of the NWI/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Begin at a point which is 30 feet South of and 25 feet West of the Northeast corner of said SETA of the NWI/4, thence run South parallel to the East line of said SE1/4 of the NW1/4 a distance of 200 feet; thence run West parallel to the South right-of- way line of West Markham Street a distance of 100 feet; thence run North parallel to the East line of said SEI/4 of the NWI/4 a distance of 200 feet to the South right-of-way line of West Markham Street; thence run East along the South right-of-way line of West Markham Street a distance of 100 feet to the point of beginning. (OWNER — Fred J. Casavechia, Jr. and Ann Casavechia, his wife, 8716 Leatrice Street, Little Rock, AR 72227) 12. Part of the SE1/4 of the NW1/4 of Section 1, Township 1 North, Range 13 West in the City of Little Rock, Pulaski County, Arkansas more particularly described as follows: Beginning 30 feet South and 125 feet West of the Northeast corner of said SE1/4 of the NW i/4 in the South right-of-way line of West Markham Street; thence South 01 degree 03 minutes West 200 feet; thence North 87 degrees 40 minutes West 100 feet; thence North 01 degree 03 minutes East 200 feet to a point on the South right-of- way line of West Markham Street; thence South 87 degrees 40 minutes East along the South right-of-way line of said West Markham Street 100 feet to the point of beginning. (OWNER — Frances Meyer and Patricia Meyer Eskola, 6811 West Markham Street, Little Rock, AR 72205) 13. Lot 1, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Dorinda Haddock, 6900 Briarwood Drive, Little Rock, AR 72205) 14. Lot 2, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Ralph E. Durden and Evelyn M. Durden, his wife, 6902 Briarwood Drive, Little Rock, AR 72205) Page -4- 15. Lot 171, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Monica Lou Rew, 6903 Briarwood Drive, Little Rock, AR 72205) 16. Lot 172, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Horace E. Hampel and Bobbie Joe Hampel, his wife, 6901 Briarwood Drive, Little Rock, AR 72205) 17. Lot 173, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Lucile S. Bunch, David Larkin Bunch, Donald William Bunch and Janice Lucile Bunch, 6900 Carrilon Road, Little Rock, AR 72205) 18. Lot 174, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Charles H. Mee and Bessie E. Mee, Trustees of the Charles H. Mee and Bessie E. Mee Living Trust, 13 Narragansett Place, Sherwood, AR 72120) 19. Lot 186, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Robert Watkins Ross, 6903 Carrilon Road, Little Rock, AR 72205) 20. Lot 187, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Joan B. Moore, 6901 Carrilon Road, Little Rock, AR 72205) 21. Lot 188, Briarwood, a Subdivision in the City of Little Rock, Pulaski County, Arkansas. (OWNER - Rex M. Easter, Jr. and Michele L. Easter, his wife, 6900 Lucerne Drive, Little Rock, AR 72205) This is not to be construed as a Title Certificate, Title Opinion or Title Insurance. Our liability is specifically limited to the amount paid for this service. NOTE: We cannot certify as to the accuracy of the mailing addresses because they were taken from the Tax Records of the Pulaski County Assessor's Office. CERTIFIED this 28th day of April, 2010 at 7:00 A.M. STANDARD ABSTRACT AND TITLE COMPANY, INC. B Y Amanda E. "Liz" Humphxey Vice President S/aeh NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION FOR CONDITIONAL USE PERMIT To all owners of lands lying within 200 feet of the boundary of property at: Address: 6711 W. Markham Street Little Rock, Arkansas 72205 General Location: Corner of Hughes and Markham Owned By: The Lutheran Church Extension Fund 1 Lutheran High SchooL Inc. Notice is hereby given that an application for a Conditional Use Permit on the above property has been filed with the Department of Planning and Development, 723 West Markham, City of Little Rock, Arkansas to allow use of the property as follows: PRESENT USE: A higah school. grades 9-12 PROPOSED USE: An elementary and middle school, grades K-8 A public hearing on the application will be held in the Chamber of the Little Rock Board of Directors, 2nd Floor, City Hall on: Thursday. June 3. 2010. at 4:00 P.M. Meetings between the developer, the staff and the neighborhood residents can be arranged prior to the public hearing if desired. The applicant/developer is Little Rock Urban PreR, Inc. and can be contacted at the telephone number (501) 255-1298. All interested parties may appear and be heard at said time and place, or may notify the reviewing body of their views by letter. Information about the application may be requested by contacting Department of Planning and Development, 723 West Markham, Little Rock, Arkansas; (501) 371-4790. I hereby certify that I have notified all the pi property that a Conditional Use Permit appli the time and place described. Applicant (Owner or Authorized Agent): AFFIDAVIT r owners of record within 200 feet of the above described is eing cousldere a public hearing will be held at �Z �l C) (Date) eL Little Rock Urban Collegiate Public Charter School for Young Men P.O. Box 26433, Little Rock, AR 72221 May 19, 2010 [name] [Street address] Little Rock, AR 72205 RE: Hearing for Conditional Use Permit Ladies and Gentlemen: You may already know that Lutheran High School is closing at the end of this school year. Little Rock Urban Collegiate Public Charter School for Young Men is planning to move into the facility currently housing Lutheran High School. Enclosed is a Notice of Public Hearing before the Little Rock Planning Commission on an Application for Conditional Use Permit. You are receiving this notice because the City of Little Rock requires that notice be given to individuals who live within 200 feet of any property being considered for any Conditional Use Permit. The Conditional Use Permit being requested is to allow an elementary and middle school within the facilities that have been housing a high school. School uses are conditionally allowed uses in residentially zoned areas and must go through the planning process for review before being issued a Conditional Use Permit. The public hearing is scheduled for Thursday June 3, 2010 at 4:00 pm. If you have questions about the details of the application, please contact Chris Travis at (501) 376-3800. To get more information about the school, please log on to the school's website at www.Irucpc.net or contact the school's President Jackie Jackson at (501) 255-1298. Little Rock Urban Collegiate Public Charter School for Young Men is asking for your support. We are confident you will find Little Rock Urban Collegiate Public Charter School for Young Men to be a good neighbor and a blessing to the community. Best Regards, Chad L. Cumming Jr. of Gill Elrod Ragon Owen & Sherman, P.A., Attorneys for Little Rock Urban Prep, Inc. NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION FOR CONDITIONAL USE PERMIT To all owners of lands lying within 200 feet of the boundary of property at: Address: 6711 W. Markham Street Little Rock, Arkansas 72205 General Location: Corner of Hughes and Markham Owned By: The Lutheran Church Extension Fund / Lutheran High School Inc. Notice is hereby given that an application for a Conditional Use Permit on the above property has been filed with the Department of Planning and Development, 723 West Markham, City of Little Rock, Arkansas to allow use of the property as follows: PRESENT USE: A hiLyh school. grades 9-12 PROPOSED USE: An elementary and middle school. grades K-8 A public hearing on the application will be held in the Chamber of the Little Rock Board of Directors, 2nd Floor, City Hall on: Thursday, .lune 3.2010 at 4:00 P.M. Meetings between the developer, the staff and the neighborhood residents can be arranged prior to the public hearing if desired. The applicant/developer is Little Rock Urban Prep, Inc. and can be contacted at the telephone number (501) 255-1298. All interested parties may appear and be heard at said time and place, or may notify the reviewing body of their views by letter. Information about the application may be requested by contacting Department of Planning and Development, 723 West Markham, Little Rock, Arkansas; (501) 371-4790. AFFIDAVIT I hereby certify that I have notified all the property owners of record within 200 feet of the above described property that a Conditional Use Permit application is being considered and the public hearing will be held at the time and place described. Applicant (Owner or Authorized Agent): (Name) (Date) taCity of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Date: Aril 28 2010 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR USE CHANGE OR DEVELOPMENT OF LAND TO: Briarwood Neighborhood Association ATTENTION: James Bell ADDRESS: 7611 Briarwood Circle Little Rock. AR 72205 REQUEST: Conditional Use Permit to allow use of the existing school facility for an open enrollment charter school. GENERAL LOCATION OR ADDRESS: 6711 West Markham Street OWNED BY: Lutheran Hi h School Planning Zoning and Subdivision NOTICE IS HEREBY GIVEN THAT an application for Conditional Use Permit of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Board of Directors Chamber, second floor, City Hall, on June 3, 2010 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. ony Bo ynski i ector utCity of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Date: A ri128.2010 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR USE CHANGE OR DEVELOPMENT OF LAND TO: University Park Neighborhood Association ATTENTION: Albert Porter ADDRESS: 6615 Sheay Drive Little Rock AR 72204 REQUEST: Conditional Use Permit to allow use of the existing school facility for an open enrollment charter school. GENERAL LOCATION OR ADDRESS: 6711 West Markham Street OWNED BY: Lutheran High School Planning Zoning and Subdivision NOTICE IS HEREBY GIVEN THAT an application for Conditional Use Permit of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Board of Directors Chamber, second floor, City Hall, on June 3, 2010 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. ony B yns i D rector EtCity of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and L'ale Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371.4790 Fax: (501) 399-3435 or 371-6863 Date: April 28, 2010 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR USE CHANGE OR DEVELOPMENT OF LAND TO: University Park Neighborhood Association ATTENTION: Alma Hart ADDRESS: 10 Hughes Court Little Rock AR 72204 REQUEST: Conditional Use Permit to allow use of the existing school facility for an open enrollment charter school. GENERAL LOCATION OR ADDRESS: 6711 West Markham Street OWNED BY: Lutheran High School NOTICE IS HEREBY GIVEN THAT an application for Conditional Use Permit of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Board of Directors Chamber, second floor, City Hall, on June 3, 2014 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. �7" 1 T ny Bo rtsk 1]recta taCity of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Date: Aril 28 2010 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON A REQUEST FOR USE CHANGE OR DEVELOPMENT OF LAND TO: ATTENTION: Director Doris WriLyht ADDRESS: 3705 Cobb Street Little Rock. AR 72205 REQUEST: Conditional Use Permit to allow use of the existing school facility for an open enrollment charter school. GENERAL LOCATION OR ADDRESS: 6711 West Markham Street OWNED BY: Lutheran Hi h School NOTICE IS HEREBY GIVEN THAT an application for Conditional Use Permit of the above property has been filed with the Department of Planning and Development. A public hearing will be held by the L.R. Planning Commission in the Board of Directors Chamber, second floor, City Hall, on June 3, 2010 at 4:00 P.M. This notice is provided in order to assure that neighborhood associations are aware of issues that may affect their neighborhood. Information requests should be directed to the Planning staff at 371-4790. oily4Bonskl,Pit ctor Page 1 of 1 Carney, Dana From: Chris Travis [travis@gill-law.com] Sent: Thursday, June 03, 2010 1:05 PM To: Carney, Dana Subject: LRUCPC Dana, Attached is a letter of support/non-opposition from the Briarwood neighborhood association. As you will see from the letter we've worked very closely with them to address their concerns and respond to their concerns. So much so that the association supports the mission of the school and is not opposed to it being located-on_the_.pro.perty. The letter shows that some of the residents still have the same concerns they did before: traffic. However, the letter also shows that the concerns of the neighborhood have been addressed to the extent possible prior to actually opening the doors and putting into effect the traffic plan. The school has committed to working with the neighborhood in the future to attempt to solve traffic problems that might arise due to the school's presence. Thanks as always for your assistance. Chris. ILL EL OD AGO C) 0= C SHERMAN, PA. A T T O R N F y S Christopher L. Travis Gill Elrod Ragon Owen & Sherman 425 West Capitol Avenue, Suite 3801 Little Rock, AR 72201 Office- (501) 376-3800 Fax- (501) 372-3359 travis@gill-law.com This electronic mail transmission may contain confidential or privileged information. If you believe that you have received this message in error, please notify the sender by reply transmission and delete the message without copying or disclosing it. 6/3/2010 Briarwood Alpe. Neighborhood ood Association -\'I A- 1 7611 B riarwood Cirete Little Rack, AR 722015 www.BriarwoodLR.nr._...._- June 2, 2010 Dana Carney City of Little Rock Planning and Development Department 723 West Markham Street 1-ittle Rock, AR 72201 Dear Mr, Carney, Thank you for allowing us to submit a letter in regards to the Little Rock Urban Collegiate Public Charter School for Young Men's (LRUCPC) application -for a change,in the Conditional Use,Peifnit. 1, along with other BANA Board members and residents, have met with Jeff Yates, Realtor for LRUCPC, Chris Travis, attorney for LRUCPC, Jackie Jackson, LRUCPC Board member, and Darryl Powell, LRUCPC Principal, to ask questions and share our neighborhood's concerns on two separate occasions. We have also exchanged several emails where they have answered many additional questions. We have very much appreciated their time and effort to establish a line of communication with our neighborhood association. The residents of the Briarwood Area Neighborhood Association approve of and support the mission of the LRUCPC; however they are quite concerned about greatly increased traffic around the planned school location, and throughout the neighborhood, due to the anticipated 500% increase in student enrollment at the site. They feel uncertain the proposed traffic plan will work. The Briarwood Area Neighborhood Association has no objection to the UCPC being located on the premises of and in the vacant building of the Lutheran High School at Markham and Hughes. We do ask that, if the traffic flow proves to be unsatisfactory, the LRUCPC, and especially the City of Little Rock, guarantee to work with the association to resolve the traffic problem(s) to the satisfaction of all concerned. Sincerely, Michele Easter, Board President Briarwood Area Neighborhood Association Page 1 of 1 Carney, Dana From: j.s. johnson Bs_johnson@comcast.net] Sent: Tuesday, June 01, 2010 4:59 PM To: Carney, Dana Subject: planning commission: Charter School @Markham & Hughes I would like to say that I oppose the conditional use permit for the_ Urban Colle9iate Charter School for Young Men at Markham and Hughes Streets. I live in the Mid Town area and we already have lots of traffic from the Hall High School, Catholic High School and Brady Elementary and Forest Heights Middle School in our area. There is a lot of school traffic as it is. There is a lot of traffic on Markham from many sources and in order to try and avoid some of it, people use the side streets as a possible cut through. We have lots of early morning speeders and late afternoon speeders on our street as do other streets in this area. We have lots of school bus traffic. Not to mention all of the shopping and eatery traffic on Markham from Park Plaza and The Midtowne shopping centers and places to eat near by. The proposed charter school is going to be bringing a lot of children into our area from other areas of town, right now we seem to have lots of children at the library after school hanging out until a parent comes to pick them up after work. There will be a significant increase in traffic in our area and I am opposed to that. Thank you, Jan Johnson 6/1/2010 Page 1 of 1 Carney, Dana From: jan wright Orw7@att.net] Sent: Wednesday, June 02, 2010 10:45 AM To: Carney, Dana Subject: Lutheran School As you consider the advisability of locating the new charter school at the Lutheran School, will you please factor in the following concerns toward maintaining Midtown as a viable neighborhood. I am a member of the Hall High Neighborhood Association which is very active in providing programs on services, emaiis on lost dogs, sightingsbf""the red fox", alerts 'to attempted break-ins and description of vehicles whose drivers were acting strangely. We are a good neighbor to Hall High School, last week we sponsored a cookout to honor the championship basketball team and their families with a contribution from our good neighbor Metropolitan Bank. This is an active caring community. The recent published articles on the troubles at Hall High have been devastating, yet necessary to get the improvements needed. Forest Heights Junior High is another failing school, which is so sad for the students. Most of the over 1300 students at Hall and 650 students at Forest Heights are bused in from outlying areas. Now there is a plan to have another school where most of the 600-700 students will be bused or carpooled into this neighborhood, all of this within the same mile area. I think it is advantageous to the entire city of Little Rock that Midtown remain viable. Thank you for your consideration in your recommendation of what is good for the future of whole city and neighborhoods. Jan 6/2/2010 REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # G� on the agenda. R, I am opposed for /// Name Address t Telephone No. Date REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # ■ for I am opposed Name I Wuk on the a Q Address P g �J Telephone No. 41 7 Date 1 REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish :o speak about Item # t' GJ on the ageada. I am opposed for Name 47 W C �1r)0-DL'- Telephone DCS Telephone No. Date d REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # I am opposed V% Name C1 ��a�l Scc,` ll-' l on the agenda. ol- LH Addressq0l" &i`c✓0Dd �14,__�o &4— __ TU Telephone No. Date REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # on the aged a. I am opposed for Name V': TZN Il Address Sso-1 L2 . Na Date (-:Vl _� —to TelephoneNo. REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # on the agenda. I am opposed for Name �S � pzt—ml Address T16h LV44U: __h ck Telephone No. Date /.! 3 ho REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # I on the agen a. I am oppose for�, Name Address Telephone No. Date REGISTRATION FORM FOR PERSONS WISHING TO ADDRESS THE PLANNING COMMISSION This card can be picked up at any time in the Planning and Development Office, 723 West Markham, Little Rock, Arkansas. I wish to speak about Item # on the agenda. I am opposed ✓ Name Addre: for Telephone No. 50 , ��(DY Date 6-33—/o City of Little Rock Department of Planning and Development 723 West Markham Street Little Rock, Arkansas 72201-1334 Phone: (501) 371.4790 Fax: (501) 399-3435 or 371-6863 June 4, 2010 William Woolly 6904 Briarwood Drive Little Rock, AR 72205 Dear Citizen: Planning Zoning and Subdivision On behalf of the Little Rock Planning Commission, I would like to thank you for your participation in the June 3, 2010 commission meeting. It is very important to the City staff and the Planning Commission to have citizen input in the planning decision-making process. Agenda item Little Rock Urban Prep Charter School Conditional Use Permit was approved, with conditions. The Planning Commission's action may be appealed to the Board of Directors. The appeal must be filed within thirty (34) days of the Commission's action. The appeal consists of a copy of the executed application and a letter stating the desire to appeal addressed to the Mayor and Board of Directors, c/o City Clerk, City Hall, 500 W. Markham Street, Little Rock, AR 72201. The appellant bears the cost of notification for the Board hearing. For additional information, you can contact the Planning staff at 371-4790. Staff responsibilities are as follows: Rezoning and Zoning Variances -- Monte Moore Subdivision and Planned Unit Developments — Donna James Conditional and Tower Use Permits — Dana Carney Thank you again for your input. Sincerely, TONY B ZYN Secretary to Little Rock Planning Commission TB:aa EtCity of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 June 4, 2010 Ruth and Jim Bell 7611 Briarwood Drive Little Rock, AR 72205 Dear Citizen: On behalf of the Little Rock Planning Commission, I would like to thank you for your participation in the June 3, 2010 commission meeting. It is very important to the City staff and the Planning Commission to have citizen input in the planning decision-making process. Agenda item Little Rock Urban Prep Charter School Conditional Use Permit was approved, with conditions. The Planning Commission's action may be appealed to the Board of Directors. The appeal must be filed within thirty (30) days of the Commission's action. The appeal consists of a copy of the executed application and a letter stating the desire to appeal addressed to the Mayor and Board of Directors, c/o City Clerk, City Hall, 500 W. Markham Street, Little Rock, AR 72201. The appellant bears the cost of notification for the Board hearing. For additional information, you can contact the Planning staff at 371-4790. Staff responsibilities are as follows: Rezoning and Zoning Variances — Monte Moore Subdivision and Planned Unit Developments — Donna James Conditional and Tower Use Permits — Dana Carney Thank you again for your input. Sincerely, TONY B Z S Secretary to Little Rock Planning Commission TB : as taCity of Little Rock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371.4790 Fax: (501) 399-3435 or 371-6863 June 4, 2010 Lynn Smith 2 Pilot Point Place Little Rock, AR 72205 Dear n: On behalf of the Little Rock Planning Commission, I would like to thank you for your participation in the June 3, 2010 commission meeting. It is very important to the City staff and the Planning Commission to have citizen input in the planning decision-making process. Agenda item Little Rock Urban Prep Charter School Conditional Use Permit was approved, with conditions. The Planning Commission's action may be appealed to the Board of Directors. The appeal must be filed within thirty (30) days of the Commission's action. The appeal consists of a copy of the executed application and a letter stating the desire to appeal addressed to the Mayor and Board of Directors, c/o City Clerk, City Hall, 500 W. Markham Street, Little Rock, AR 72201. The appellant bears the cost of notification for the Board hearing. For additional information, you can contact the Planning staff at 371-4790. Staff responsibilities are as follows: Rezoning and Zoning Variances — Monte Moore Subdivision and Planned Unit Developments — Donna James Conditional and Tower Use Permits — Dana Carney Thank you again for your input. Sincerely, I , TONYB ZYNSKI Secretary to Little Rock Planning Commission TB:aa C5 41 CM 073 w p cec..•� ,. 3� 4 'aai'J�� qct o 0 p...t� x Hcn ia �'T' w.�v o ai .� a a07i 4' 0 Wcd z_ N Q O Y D z cis a a z w LU CO L N c? o U o CD y p- 7 a U a� c M CO N C d C a2) cu U y c C W.O d N c v o co � o C 'S rn �a m cm m w O_" =3 E C co !C 2 O 'K� u 'O 'p m bo �o 0, CD >tm y a �y00 CD o a,•v qa 0 C, v 'n O y o�eayU u °� w O Cn O O co pxr.0 �J] ; u'� N �W� Z G'y o a �+u-� y G� rn 'l r"" i a Ou " O • � b � 'Ls N P4 °� � G\ 4) W CU Op O � •d m N N ona 0 u a' vui N O.5 -,n Aa ASO O•�-.ice' I� U 0 n� o oNH u a�� n O N " ice[ o bi)tv pp Op ce u y i O > cum I ' cd dtn.r bD wdoa"t o6'=oCbx�O � 0 &u v>ao o0a 0b0 `L4 (n db 0 a� c Vv tg;�" O. "d W Cl,4 a Al 0 In `� 0? O 1 a 7 Q O ti U _ tlui � —4 a a+ O - R v i y' i :. N N •d ce bf] �! DA w d ri q ti bA +- M w Ci �, Ck ttl y+ q CA N V1 ce O ur co s: O y y fti 0 1-� N Q L]. Ri Q.- � b y, r ►a Ori, u y u u y is G ce i FF ca PGp cE ►H. ��' u o �R ca F. �:' C Y3 u a, �.> b 3 Zvi �A p Z Q Ca 'er Oq rs}W CT U r4 .y y a.� xi. �° v, ..r G1 >. ce " w • w u CD v >+ O' y p -o o NGL v� •y O ce�aud soap- cqm M'�°1ua�o�`-nocn. 1..a►� 0 w c. u G w �nTiV C4w� aw pC uta ❑. Dp O a0i 'd •C yu '0 •d vui ,� �� 'd O b 1.4 ce O 3 u �+ �� cue A O m� o sr GL bo y O Oo O '�0 .uO n q� 0 tna'1. y •o -ox `° ° aw ° o o 1.4 w 0 u .9 � 0 TJ wbA ❑❑ O b v sur bow cy 0' U 4 Z' Oa � O 00 a r+ a� ccuaa O cy cz b V ch u > o cd '_ C q u o cu h _ O O ac"ica tn �yo.w�U mein cczCZ ceu p�q o Carney, Dana From: Floriani, Vince Sent: Wednesday, June 02, 2010 8:57 AM To: Carney, Dana Subject: FW: Report UCPC - Traffic Study Hughes Street Dana, Please include this comment: After review of the traffic study dated May 19, 2010 for traffic associated with the operation of the UCPC School, staff believes the proposed plan is acceptable. The plan shows driveway and parking improvements, public street striping, on-site striping, and signage to be installed. - Prior to "opening of the school; -t'he' driveway 'ar't-d7-parking improvements, public street striping, on-site striping and signage must be installed as shown on the May 19, 2010 traffic study. Plans must be submitted to staff for the proposed improvements for review prior to installation and permitting. If any additional information is needed, please let me know. Vince Floriani, P.E. Design Review Engineer Little Rock Public Works 501-371-4817 -----Original Message ----- From: Floriani, Vince Sent: Tuesday, May 25, 2010 8:56 AM To: Henry, Bill; Carney, Dana; Hood, Mike; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street In speaking with Bill he believes the plan will work. Additional comments should be: Driveway and parking improvements, public street striping, on-site striping, and signage must installed per the traffic study dated May 19, 2010 prior to the opening of the school. Bill, if you have anything else to add please feel free. Vince Floriani, P.E. Design Review Engineer Little Rock Public Works 501-371-4817 -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 6:28 PM To: Carney, Dana; Hood, Mike; Floriani, Vince; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street We reviewed the inforina'tion 'we` received and modeled'the proposal. -Due -t-&' issues in the original application, we came up with a workable plan that addresses our concerns. Bill -----Original Message ----- From: Carney, Dana Sent: Mon 5/24/2010 4:10 PM To: Henry, Bill; Hood, Mike; Floriani, Vince; James, Donna 1 Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street so the bottom line is we think it will work? is there any special comment you need added to the agenda? Dana -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 3:57 PM To: Hood, Mike; Floriani, Vince; Carney, Dana; James, Donna Cc: Banihatti, Nat Subject: FW: Report UCPC - Traffic Study Hughes Street Attached is Ernie's report on the school traffic. He will be sending you a revised Figure 9 showing the traffic flow in the drop off areas. Our modeling of the proposed flows indicates that the proposed traffic can be handled without causing traffic issues. William Henry, P.E. Traffic Engineering Manager City of Little Rock Public Works 621 S. Broadway Little Rock, AR 72201 Office: 501-379-1816 Fax: 501-340-4853 Email: bhenry@littlerock.org From: E. J. Peters [mailto:epeters777@traffic-engineers.com] Sent: Wednesday, May 19, 2010 3:59 PM To: Henry, Bill Subject: Report UCPC - Traffic Study Hughes Street Report without "draft" E. J. Peters <mailto:epeters777@traffic-engineers.com> epeters777@traffic-engineers.com PETERS & ASSOCIATES ENGINEERS, INC. 5507 Ranch Drive - Suite 205 Little Rock, AR 72223 Voice: 501-868-3999 Ext 101 2 Carney, Dana From: Floriani, Vince Sent: Tuesday, May 25, 2010 8:56 AM To: Henry, Bill; Carney, Dana; Hood, Mike; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street In speaking with Bill he believes the plan will work. Additional comments should be: Driveway and parking improvements, public street striping, on-site striping, and signage must installed per the traffic study dated May 19, 2010 prior to the opening of the school. .. - ... . . - .._..-.-_... Bill, if you have anything else to add please feel free. Vince Floriani, P.E. Design Review Engineer Little Rock Public Works 501-371-4817 -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 6:28 PM To: Carney, Dana; Hood, Mike; Floriani, Vince; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street We reviewed the information we received and modeled the proposal. Due to issues in the original application, we came up with a workable plan that addresses our concerns. Bill -----Original Message ----- From: Carney, Dana Sent: Mon 5/24/2010 4:10 PM To: Henry, Bill; Hood, Mike; Floriani, Vince; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street so the bottom line is we think it will work? is there any special comment you need added to the agenda? Dana -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 3:57 PM To: Hood, Mike; Floriani, Vince; Carney, Dana; James, Donna Cc: Banihatti, Nat Subject: FW: Report UCPC - Traffic Study Hughes Street Attached is Ernie's report on the school traffic. He will be sending you a revised Figure 9 showing the traffic flow in the drop off areas. Our modeling of the proposed flows indicates that the proposed traffic can be handled without causing traffic issues. William Henry, P.E. 1 Traffic Engineering Manager City of Little Rock Public Works 621 S. Broadway Little Rock, AR 72201 Office: 501-379-1816 Fax: 501-340-4853 Email: bhenry@littlerock.org From: E. J. Peters [mailto:epeters777@traffic-engineers.com] Sent: Wednesday, May 19, 2010 3:59 PM To: Henry, Bill Subject: Report UCPC - Traffic Study Hughes Street Report without "draft" E. J. Peters <mailto:epeters777@traffic-engineers.com> epeters777@traffic-engineers.com PETERS & ASSOCIATES ENGINEERS, INC. 5507 Ranch Drive - Suite 205 Little Rock, AR 72223 Voice: 501-868-3999 Ext 101 Fax: 501-868-9710 2 PROJECT No. P1468 DATE: 5-17-2010 j� PETERS & ASSOCIATES J� �JMMVXM, INC. Existing .+ Traffic Signal MARKHAM ST. * ��+��■111 at r r�rr._ •100 PROPOSED COLLEGIATE C PUBLIC CHAF TER Q SCHOOL mom� CZ c/ N n a p y Abci C G7 x m cn Cn Existing Traffic Signal 12TH ST. PROPOSED URBAN COLLEGIATE PUBLIC CHARTER SCHOOL HUGHES STREET AND MARKHAM STREET LITTLE ROCK, ARKANSAS ACCESS ROUTES FIGURE No 9 Page 1 of 1 Carney, Dana From: E. J. Peters [epeters777@traffic-engineers.com] Sent: Monday, May -24, 201 -0 -5,. -OO -PM -- To: Carney, Carney, Dana; Hood, Mike; Floriani, Vince Cc: Henry, Bill Subject: UCPC - Traffic Study Hughes Street Dana, Mike, Vince I understand Bill Henry has already sent you a pdf file of the traffic study report. Attached is a revised Figure 9 depicting the westbound traffic flow on Drive A with a third pick-up—drop-off area. Attached is a pdf of revised Figure 9 showing the traffic flow on-site (Fig-9-Rec-Access-Routes-REV-5-24-10.pdf). Additionally below is a link to an AVI file (and a jpg showing the network) resulting from the revised traffic flow simulation Bill and I worked on. Let me know if there are any questions These files have been written to a zip file (P1468-Hughes.zip) and placed on our web site for you to download (they are too large to e-mail). To download, please go to: http:1huww.trafhic=eng i neers.camlticvunload-flex when prompted, enter: for Username: downloader for Password: anypppp There are other un -related files on the web site which you can disregard. Let me know if any problems. Please also let me know if you have successfully downloaded the files so I can remove from our web site. Thanks E. J. Peters epters7 @traff i c �-engineers. cam PETERS & ASSOCIATES ENGINEERS, INC. 5507 Ranch Drive - Suite 205 Little Rock, AR 72223 Voice: 501-868-3999 Ext 101 Fax: 501-868-9710 5/25/2010 Carney, Dana From: Henry, Bill Sent: Monday, May 24, 2010 6:28 PM To: Carney, Dana; Hood, Mike; Floriani, Vince; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street We reviewed the information we received and modeled the proposal. Due to issues in the original application, we came up with a workable plan that addresses our concerns. Bill -----Original Message ----- From: Carney, Dana Sent: Mon 5/24/2010 4:10 PM To: Henry, Bill; Hood, Mike; Floriani, Vince; James, Donna Cc: Banihatti, Nat; Bozynski, Tony Subject: RE: Report UCPC - Traffic Study Hughes Street so the bottom line is we think it will work? is there any special comment you need added to the agenda? Dana -----Original Message ----- From: Henry, Bill Sent: Monday, May 24, 2010 3:57 PM To: Hood, Mike; Floriani, Vince; Carney, Dana; James, Donna Cc: Banihatti, Nat Subject: FW: Report UCPC - Traffic Study Hughes Street Attached is Ernie's report on the school traffic. He will be sending you a revised Figure 9 showing the traffic flow in the drop off areas. Our modeling of the proposed flows indicates that the proposed traffic can be handled without causing traffic issues. William Henry, P.E. Traffic Engineering Manager City of Little Rock Public Works 621 S. Broadway Little Rock, AR 72201 Office: 501-3797181.6 -- -- Fax: 501-340-4853 Email: bhenry@littlerock.org From: E. J. Peters [mailto:epeters777@traffic-engineers.com] 1 Sent: Wednesday, May 19, 2010 3:59 PM To: Henry, Bill Subject: Report UCPC - Traffic Study Hughes Street Report without "draft" E. J. Peters <mailto:epeters777@traffic-engineers.com> epeters777@traffic-engineers.com PETERS & ASSOCIATES ENGINEERS, INC. 5507 Ranch Drive - Suite 2.Q_5. _ •----••• Little Rock, AR 72223 Voice: 501-868-3999 Ext 101 Fax: 501-868-9710 2 Traffic Study prepared for: Urban Collegiate Public Charter School W� Wap L m PETERS & ASSOCIATES ENGINEERS, INC. • CIVIL &TRAFFIC ENGINEERING • J 5507 Ranch Drive - Suite 205 (501) 868-3999 [1-4-1 Little Rock, Arkansas 72223 Fax (501) 868-9710 Hughes Street and Markham Street Little Rock, Arkansas A Ep ARKANSAS REGISTERED PROFESSIONAL ENGINEER ERNEST J. PETERS No. 4682 .1' Project No.: P-1468 May 19, 2010 TABLE OF CONTENTS P"w e Section INTRODUCTION 1 3 THE SITE 5 STREET SYSTEM 9 EXISTING TRAFFIC CONDITIONS TRIP GENERATION & SITE TRAFFIC PROJECTIONS 14 TRAFFIC VOLUME ASSIGNMENTS 15 CAPACITY AND LEVEL OF SERVICE 16 VEHICLE QUEUING AND OTHER ISSUES 21 FINDINGS AND RECOMMENDATIONS 23 26 FIGURES APPENDIX Trip Generation Data Vehicle Turning Movement Count Data Capacity and Level of Service Calculations PETERS & ASSOCIATES ENGINEERS. INC Sr INTRODUCTION Peters & Associates Engineers, Inc., has conducted a traffic engineering study relating to a proposed Urban Collegiate Public Charter School. The site is presently used by Lu- n theran High School. The site is locatea on LIX VabL 3 %Av — Hughes Street, approximately 300 feet south of Markham Street and approximately 3,400 feet north of 12th Street in Little Rock, Arkansas. The primary focus of this report is to assess traffic operational characteristics of the intersections of Hughes Street and Markham Street, Hughes Street and 12th Street and the existing site access drives intersecting Hughes Street to provide acceptable traffic operations for the Urban Collegiate Public Charter School development. The proposed school is to consist of a maximum of 696 students (Kindergarten thru 8th Grade). The Lutheran High School with an existing 120 student Spring 2010 enrollment in grades 9 thru 12 will vacate the site. This is a report of methodology and findings relating to a traffic engineering study undertaken to: • Evaluate existing traffic conditions at the study intersec- tions along Hughes Street. Determine existing traffic volumes entering and exiting the existing school site at the adjacent study intersections and the existing access drive intersections currently serv- ing the site. Determine traffic volumes projected to enter and exit the proposed development at the adjacent study intersections and the existing access drive intersections proposed to serve the site. Identify the effects on traffic operations for existing traf- fic (with Lutheran High School generated traffic re- moved) in combination with new site -generated traffic associated with the Urban Collegiate Public Charter School development as proposed. PETERS & ASSOCIATES Page 1 ENGINEERS, INC. Assess the adequacy of on-site vehicle queue storage areas to serve projected pick-up and drop-off vehicle activity. ■ Evaluate traffic operations for the study intersections and the access drive intersections proposed to serve the site and make recommendations for improvements which may be necessary and appropriate for acceptable traffic operations. In the following sections of this traffic study report are traf- fic data, study methods, findings and recommendations. The study is technical in nature. Analysis techniques em- ployed are those most commonly used in the traffic engi- neering profession for traffic impact analysis. Certain data and calculations relative to traffic operational analysis are referenced in the report. Complete calculations and data are included in the Appendix of the report. PETERS & ASSOCIATES page 2 ENGINEERS, INC. I -r; fi� r-� The location of the development is within the city limits of Little Rock in Pulaski County, Arkansas. The Urban Colle- giate Public Charter School is proposed to occupy space now used by Lutheran High School located on the east side of Hughes Street, approximately 300 feet south of Markham Street and approximately 3,400 feet north of 12th Street. The site location and vicinity are shown on Figures 1 and 2, which follow. Access to the Urban Collegiate Public Charter School site, as shown on Figure 4, "Directional Distribution Site Traf- fic," is proposed from the same three existing access drives that currently serve Lutheran High School along Hughes Street plus the addition of one new entry only drive from Markham Street (Proposed Drive D). The northernmost access drive (Drive A) intersects Hughes Street approxi- mately 300 feet south of Markham Street and is currently marked as an "Exit Only" access drive, but is proposed to be converted to an "Enter Only" access drive. The middle access drive (Drive B) intersects Hughes Street approxi- mately 250 feet south of Drive A and is currently marked as and is proposed to remain an "Exit Only" access drive. The southernmost access drive (Drive C) intersects Hughes Street approximately 100 feet south of Drive B and is cur- rently marked as an "Enter Only" access drive but is pro- posed to be fully directional. The new access drive (Proposed Drive D) is proposed to intersect Markham Street east of Hughes Street and serve as an "Enter Only" access drive. PETERS & ASSOCIATES Page 3 ENGINEERS. INC. w ST 2 Reservoir Park w; z V MRRKHAM $T SITE Boyle Park ` f Ra "Jaw Park RD Allsopp Park Allsopp Park Arkarugs W WKHAM ST Little z:, urhxrl�sr - N WRIAHT RUF ' Figure 1 — Vicinity Map :�� 7 � , 4-19 ? St. Y � � rt' SITE � � ^rF•� t �iC ; i� Aft Ak zt_� #,WfthmmL 0 Figure 2 — Site Location Map Page 4 j i ENGINEERS, INC, i -rF.fJtTr, 0(rrr: v Hughes Street at the site, is approximately 36 feet wide con- sisting of a northbound lane and a southbound lane. At the northbound approach to Markham Street, Hughes Street is striped to accommodate a northbound thru / left -turn lane, a northbound right -turn lane and a southbound receiving lane. At the southbound approach to the T -intersection with 12th Street, Hughes Street is striped to accommodate a southbound left -turn lane, a southbound right -turn lane and a northbound receiving lane. This asphalt roadway is con- structed with curbs and gutters and there are sidewalks along the east side of the street in the immediate vicinity of the school site. There is a solar -powered school speed limit signs (25 miles per hour) with flashers on the west side of Hughes Street, just north of the existing Lutheran High School and just south of the adjacent Lutheran Elementary School. Hughes Street is classified as a collector in the City of Little Rock Master Street Plan (MSP) Markham Street, west of Hughes Street is a four -lane road- way and east of Hughes Street is a five -lane roadway sec- tion. The eastbound and westbound approaches to Hughes Street each consists of a left -turn lane, a thru lane, a thru / right -turn lane and two receiving lanes. This asphalt street is constructed with curbs and gutters and there are sidewalks along both sides. Markham Street is classified as a minor arterial in the City of Little Rock MSP. 12th Street, at Hughes Street, is a four -lane street consisting of two eastbound lanes and two westbound lanes. This as- phalt street is constructed with curbs and gutters and there are sidewalks along both sides. 12th Street is classified as a minor arterial in the City of Little Rock MSP. The intersection of Hughes Street and Markham Street is controlled by a traffic signal. This intersection has a two- phase traffic signal operation. Signal heads are mounted on mast arms. There are pedestrian signal heads on three legs of this intersection (for pedestrian crossing along the north, south and east legs), but there are no crosswalks currently PETERS & ASSOCIATES ENGINEERS, INC. Page 5 marked at this intersection. The controller is located on the southeast quadrant of the intersection. The T -intersection of Hughes Street and 12th Street is con- trolled by a traffic signal. This intersection has a two-phase traffic signal operation. Signal heads are mounted on mast arms. There are pedestrian signal heads and pedestrian crosswalks on two legs of this intersection (for pedestrian crossing along the north and west legs). The controller is located on the south side of the intersection. The following photos show the general layout of Hughes Street, Markham Street, 12th Street and the existing site ac- cess drives in the vicinity of the study area. Photos were taken at locations as indicated on the captions. PETERS & ASSOCIATES ENGINEERS, INC. Page 6 PETERS & ASSOCIATES r v ENGINEERS, INC. Page 7 ;rrirr1--f, PETERS & ASSOCIATES - - Efil ENGINEERS, INC. i 12th Street es Street. Hughes Street i Street. on Drive A m Street. on Drive B ,es Street. on Drive C as Street. Page 8 TRAFFICEXISTING Hourly, 24-hour traffic counts were made for vehicles enterCONDITIONS - ing and exiting the existing Lutheran High School site as a part of this study. TW O -WAY 24-HOUR TABLE & STREET VOLUME CHART Lutheran High Schaal Entering and Exiting Volumes 402 Table 1/Chart 1 Hourly 24-hour traffic count data for this location are sum- marized on Table 1 and Chart 1. Other traffic count data collected as a part of this study in- clude AM and school PM peak hours vehicle turning move- ment counts at the following intersections: Hughes Street and Markham Street ♦ Hughes Street and 12th Street Hughes Street and the Lutheran High School Access Drives (inbound drive and outbound drive counted as one location). The AM and school PM peak hours vehicle turning move- ment count data for these intersections are summarized in the following peak hour turning movement Charts 2 thru 7 and are presented in more detail in the Appendix of this report. AM and school PM peak hours vehicle turning movement counts made as a part of this study are shown on Figure 3, "Existing Traffic Volumes - AM and School PM Peak Hours." There is an existing approximate 250 student Lutheran Ele- mentary School, just south of the site that will remain in op- eration. Traffic volumes associated with this elementary school are included in the existing traffic volumes. PETERS & ASSOCIATES Page 9 ENGINEERS. INC. Luthem HS Entering and Exiting at Hughes Street TIME Entering Exiting ENT+ EXIT 01:00 PM 2 1 3 02:00 PM 6 10 16 03:00 PM 32 70 102 04:00 PM 11 21 32 05:00 PM 1 9 10 06:00 PM 4 1 5 07:00 PM 3 0 3 08:00 PM 1 0 1 09:00 PM 1 0 1 10:00 PM 0 6 6 11:00 PM 0 0 0 12:00 AM 0 0 0 01:00 AM 0 0 0 02:00 AM 0 0 0 03:00 AM 0 0 0 04:00 AM 1 1 1 05:00 AM 0 0 0 06:00 AM 6 0 6 07:00 AM 72 39 111 08:00 AM 43 14 57 09:00 AM 6 11 16 10:00 AM 4 4 7 11:00 AM 6 4 11 12:00 PM 7 8 15 24 -Hour Total: 204 798 402 PETERS & ASSOCIATES E[jENGINEERS. INC. 80 70 60 E 50 a > 40 T z '0 30 20 10 0 r ��— r I rr � t �r e� e v v z r�' v� P" rte_ �. vs 4•_ Hour Table 1—Chart 1 24 -Hour Traffic Counts Lutheran High School Entering and Existing Volumes. Page 10 ■Hughes St. =T ' � III From NaHh-RIgM ■ From E*% -L Fran Wax -Fa$° ® Fr s trr-'itru ■ Markham St. Markham St From East -Peds From West-Thm ■ uae'rrr. c- Hughes 9. From Norge -Lett ■ WNIII St. Fro SoulhRgM Frpn Wb2-Left ■Hughes From North- RIgM K*=$T ■ Hughes St&,. Mak}rwa 51. So-Thru Frpmt4kst-Peds +�T'•�ti=-"'r' Frwn NortlfPods From . MwIdI eS.... St. Ftughess ®MerlMam From East-MgM Fro"'So�h-1-°n Flom EmA-Peft Merwom St. ■ �. 1 From East-Thru F/om 5dlh'F°tls Markham St. d 400 400 Fr- W -Left Hughes St. . Hines S[. �� M.I 9. Fran l"�°'=-P°ds zoo From North -Peds From S"I"Thru zoo .Hughes St. ■MI Fima$arM�s From SoWhlett Hughes St. I o#iLp 0 sa sa 300 300 In 200 E 200 p r M O r 7 100 i 100 Time of Day — — — — Chart 2 AM Peak Hours Turning Movement Count Data 0 Hughes Street and Markham Street S Chart 3 School PM Peak Hours Turning Movement Count Data Hughes Street and Markham Street 77. Tfff�r Hughes St. jN � � to w N E. 434 495 E S[. ■ Markham St• ■ uae'rrr. c- ■Hughes From North- RIgM Fran Eastj.att +�T'•�ti=-"'r' Hughes St. . MwIdI eS.... Markhem St From West-Thru From rth-Thru No Flom EmA-Peft St. . Hughes St. Markham St. d ■Hughes From North -Lett From Sor3hJ7ght Fr- W -Left Hughes St. . Hines S[. �� M.I 9. Fran l"�°'=-P°ds From North -Peds From S"I"Thru .Hughes St. ■MI Fima$arM�s From SoWhlett Hughes St. From Eax-Thru From Saug*Peds 300 300 200 E 200 7 100 i 100 0 0 S S S S S S S a S d Q. a a a d a M � ren v o r v o Time of Day PETERS & ASSOCIATES ENGINEERS. INC. _42 P,1197 1319 84 34 - �1009 1102 = 59 7 1 '-AMS nt Data 08:15 A l C14 N ra{{ I N QA ts ANCDN 00 M Hughes 5t. Huahes St A to N W W to �.x w .w W 9 481 434 38 — -29- 1197 122 North 33 1119 1009 F 77 3 u nt Data 3 A 633 562-4 MA N d M` ti LO N❑rth l� Hu hes St. Page 11 h M , V - p M R r C2 O G Time of Day Chart 4 AM Peak Hours Turning Movement Count Data Hughes Street and 12th Street 300 260 $6 200 515 601 160 100 60 0 N r N r 119 923 1042 Chart 5 ■ . F�rylr pinp�Fikjr Turning Movement Count Data Ffom Eestlb¢R Ff m West-Thru ■ 12th St. 12th St. ■ FrNtldh.Leri From East -Th ru ■Hughes St From North -Peds . From SoutRPeds From West -Leri Hugh" St. ■ 12th St 12h St. From East-Iilght From West-Thru . FrSt om West -Peds G m5a,Peda From East -Peds 300 200 260 E 150 160 707 760 100 200 160 100 60 60 0 da IL a a a a o d n 0 M e o M a s s o 2 2 S 100 PETERS & ASSOCIATES 60- 00 0A_ h M , V - p M R r C2 O G Time of Day Chart 4 AM Peak Hours Turning Movement Count Data Hughes Street and 12th Street 300 260 $6 200 515 601 160 100 60 0 N r N r 119 923 1042 Chart 5 School PM Peak Hours gg Turning Movement Count Data Hughes Street and 12th Street 717 806 I Zh St. 12th St. ■ �11r.th-Rkl$tFrm East-Thru FromVVast-Left ug. 12th St ■ 12th St. From North -Left From East -Peds From West -Peds d..� ■Hughes St From North -Peds . From SoutRPeds y 12th St 12h St. From East-Iilght From West-Thru N r 260 260 200 2 00 E 150 160 707 760 100 100 60 60 0 da IL a a a a o d n 0 M e o M a s s o 2 2 S Time of Day PETERS & ASSOCIATES ENGINEERS, INC. ;-per hT rrr ughes St. f 1 - AM C-gUnt Data 30 AAM 08:15 AM St. 0.3:30 PRI, 04:15 PM m N Data 56 571 515 994 923-4 __AL_. Page 12 .I. North 62 779 717 T 1 757 707.11 '- i 1 North ®Hughes St. ■ Lutherw Access Drives ® Hughes St. From Narth-Thru From ZWJUgM From South -Right I '1 Hughes St. Luthereh Access Drives ® Hughes St. From North -Left From Eestleft From South-Thru so 60 70 70 60 60 60 60 = 40 40 0 } 30 30 20 20 10 LILII 10 - - o 5 5 5 5 S 5 5 5 a a a a a a a a O R V O 7: M V Time of Day Chart 6 AM Peak Hours Turning Movement Count Data Hughes Street and Lutheran High School Chart 7 School PM Peak Hours Turning Movement Count Data Hughes Street and Lutheran High School Hughes St.■ Lutheran HS Access Hughes St. From North- Thru From East-MgM From SouthMgtR F] Hughes St. LuDww HS Access Hughes St. From North -Left From East-Lefl From South-Thru 70 w 60 8_40 } 30 20 10 0 M It o -- M v o -- Time of Day so 70 60 60 40 30 20 10 0 FIJ PETERS & ASSOCIATES L_ ENGINEERS, INC. 1 Hughes 5t. T � � s P�7 iV OD I� 1 -AM Count Data, 07:15 AM 08:00 AM i rn � rLHughes St. 14 Ln M 1 N �' Nnrth Hughes 5t. T s co o 4 1 -School PM Count C66 03:00 PM 03:45 PM G GY 00 LO Irl r l Huahes St. Page 13 19 -t�rs. Pf trdry The Trip Generation, an Informational Report (8th Edition), 2008, published by the Institute of Transportation Engineers (ITE) and The Trip Generation Software (Version 6 by Mi- crotrans), were utilized in calculating the magnitude of traf- fic volumes expected to be generated by the proposed land - use of the Urban Collegiate Public Charter School. These are reliable sources for this information and are universally used in the traffic engineering profession. Using the selected trip generation rates for ITE land -use code 534, calculations were made as a part of this study to provide a reliable estimate of traffic volumes that can be ex- pected to be associated with the development as proposed. Applying the appropriate trip -generation rates to the land use proposed for this development makes these calculations. Results of this calculation are summarized on Table 2, "Summary of Trip -Generation." These calculations indicate that approximately 633 vehicle trips are estimated during the traffic conditions of the AM peak hour and approximately 418 vehicle trips are estimated during the traffic conditions of the school PM peak hour are projected to be generated by the proposed Urban Collegiate Public Charter School land use on this site. PETERS & ASSOCIATES ENGINEERS. INC. Page 14 PROPOSED APPROXIMATE ITE LAND USE SIZE CODE SCHOOL AM PEAK HOUR PM PEAK HOUR VOLUME VOLUME ENTER EXIT ENTER EXIT • i 633 418 Summary of • • PETERS & ASSOCIATES ENGINEERS. INC. Page 14 School traffic, as will be associated with Urban Collegiate Public Charter School site, ordinarily contributes to the adjacent street traf- fic conditions during the on -street AM peak traffic period and the school PM peak traffic hour. Accordingly, both the AM and the school PM peak traffic periods of the adjacent streets are the traffic operating conditions which have warranted primary traffic analysis as a part of this study. TRAFFIC Once projected traffic was estimated for the site, directional distribu- tions were made to reflect the percent of anticipated left and right - turns at the study intersections. Directional distribution percentages used in this study are shown on Figure 4, "Directional Distribution - Site Traffic." The directional distribution percentages for site traffic have been equated to percentage turns for each movement at the study intersections. These values are shown on: Figure 5, "Entering Traffic Percentage Turns" ■ Figure 6, "Exiting Traffic Percentage Turns." The projected traffic volumes shown on Figure 7, "Site -Generated Traffic Volumes - A 4 and school PM Peak Hours," result from ap- plying the projected entering and exiting percentages shown on Fig- ures 5 and 6 to the corresponding projected site -generated traffic volumes summarized on Table 2, "Summary of Trip -Generation." The site -generated traffic volumes shown on Figure 7 have been combined with the existing background traffic volumes which have been adjusted to remove current traffic presently generated by Lu- theran High School. The site generated traffic and adjusted existing traffic volumes have been combined and the results are depicted on Figure 8, "Projected Traffic Volumes - AM and School PM Peak Hours." Traffic volumes shown on Figures 8 are the values used in capacity and level of service calculations conducted as a part of this study. The effect of existing background traffic (i.e. the adjacent street non -site traffic which exists) and projected traffic associated with the site development have thus been accounted for in this analysis. PETERS & ASSOCIATES Page LS ENGINEERS, INC. CAPACITY Generally, the "capacity" of a street is a measure of its abil- LEVEL OF SERVICE ity to accommodate a certain magnitude of moving vehicles. It is a rate as opposed to a quantity, measured in terms of vehicles per hour. More specifically, street capacity refers to the maximum number of vehicles that a street element (e.g. an intersection) can be expected to accommodate in a given time period under the prevailing roadway and traffic condi- tions. Level of Service (LOS) ordinarily has a letter designation relative to the various operating characteristics, ranging from "A" as the highest quality to 'T' representing considerable delay. The various Levels of Service are generally described as follows: �H - Page 16 Traffic operational calculations were performed as a part of this study for traffic operating conditions of existing and pro- jected traffic for the study intersections. This analysis was performed using Synchro Version 6, 2003. This computer program has been proven to be reliable when used to analyze capacity and levels of traffic service under various operating conditions. Detailed results for all capacity calculations are included in the Appendix. The adjacent street AM and school PM peak traffic periods were used for these calcula- tions. Factors included in the analysis are as follows: • Existing traffic volumes and patterns. • Directional distribution of projected traffic volumes. • Existing intersection geometry (including elements such as turn lanes, curb radii, etc.). • Existing background traffic volumes and projected site - generated volumes for projected traffic conditions. • Existing or proposed traffic control. PETERS & ASSOCIATES Page 17 ENGINEERS, INC. I F-F.rrf r e EXISTING TRAFFIC CONDITIONS mm MOM _o W W LUz INTERSECTION PEAK HR 03 SIGNAL AM iluglies Streetand Markham Street SChopl PM Hughes Streetand 12th Street AM SIGNAL School PM AM "STOP' Hughes Street and Drive A SIGN School PM AM "STOP' Hughes Street and Drive B SIGN School PM AM "STOP' Hughes Street and Drive C School PM SIGN I F-F.rrf r Table 3 - Level of Service Summary - Existing Traffic Conditions CAPACITY ANALYSIS Level of Service Analysis Results Exist in bra tc Conditions Capacity and level of service analysis was performed for existing traffic volumes, lane geometry and traffic control for the AM and school PM peak hours for the following intersections: Hughes Street and Markham Street Hughes Street and 12th Street Hughes Street and Drive A Hughes Street and Drive B Hughes Street and Drive C. The City provided data for the existing traffic signal tim- ing plans which was utilized for analysis of the existing operational conditions. As indicated in Table 3, "Level of Service Summary — Existing Traffic Conditions," all of the vehicle move- ments at the study intersections currently operate at what calculates as an acceptable LOS "D" or better for existing traffic conditions at the study intersections for the AM and school PM peak hours except for the following vehi- cle movements: PETERS & ASSOCIATES Page 18 ENGINEERS, INC. B B B EB FEaN Na Na Na n/a mm MOM _o W W LUz 03 i ° ° C Table 3 - Level of Service Summary - Existing Traffic Conditions CAPACITY ANALYSIS Level of Service Analysis Results Exist in bra tc Conditions Capacity and level of service analysis was performed for existing traffic volumes, lane geometry and traffic control for the AM and school PM peak hours for the following intersections: Hughes Street and Markham Street Hughes Street and 12th Street Hughes Street and Drive A Hughes Street and Drive B Hughes Street and Drive C. The City provided data for the existing traffic signal tim- ing plans which was utilized for analysis of the existing operational conditions. As indicated in Table 3, "Level of Service Summary — Existing Traffic Conditions," all of the vehicle move- ments at the study intersections currently operate at what calculates as an acceptable LOS "D" or better for existing traffic conditions at the study intersections for the AM and school PM peak hours except for the following vehi- cle movements: PETERS & ASSOCIATES Page 18 ENGINEERS, INC. B B B EB FEaN Na Na Na n/a mm MOM Table 3 - Level of Service Summary - Existing Traffic Conditions CAPACITY ANALYSIS Level of Service Analysis Results Exist in bra tc Conditions Capacity and level of service analysis was performed for existing traffic volumes, lane geometry and traffic control for the AM and school PM peak hours for the following intersections: Hughes Street and Markham Street Hughes Street and 12th Street Hughes Street and Drive A Hughes Street and Drive B Hughes Street and Drive C. The City provided data for the existing traffic signal tim- ing plans which was utilized for analysis of the existing operational conditions. As indicated in Table 3, "Level of Service Summary — Existing Traffic Conditions," all of the vehicle move- ments at the study intersections currently operate at what calculates as an acceptable LOS "D" or better for existing traffic conditions at the study intersections for the AM and school PM peak hours except for the following vehi- cle movements: PETERS & ASSOCIATES Page 18 ENGINEERS, INC. B B B EB FEaN Na Na Na n/a • The northbound thru / left -turn vehicle movements on Hughes Street at Markham Street during the AM peak hour (LOS "E") and school PM peak hour (LOS "F") with existing traffic signal control. ♦ The southbound vehicle movements on Hughes Street at Markham Street during the AM peak hour (LOS "E") with existing traffic signal control. Traffic volumes used for this analysis are shown on Figure 3, "Existing Traffic Volumes - AM and School PM Peak Hours." Pro iected 2'ra is Conditiarrs Capacity and LOS analysis was performed for projected traf- fic conditions for the AM and school PM peak hours for the following intersections: • Hughes Street and Markham Street • Hughes Street and 12th Street • Hughes Street and Drive A • Hughes Street and Drive B • Hughes Street and Drive C • Markham Street and Proposed Drive D. Traffic volumes used for these projected traffic conditions are shown on Figure 8, "Projected Traffic Volumes - AM and School PM Peak Hours." The operating conditions pro- jected to exist at the study intersections are summarized in Table 4, "Level of Service Summary - Projected Traffic Conditions." As indicated in Table 4, with the proposed improvements assumed, all vehicle movements for the projected traffic con- ditions at the study intersections are expected to operate at what calculates as an acceptable LOS "D" or better for the AM and school PM peak hours. PETERS & ASSOCIATES ENGINEERS, INC. Page 19 i fry,r rI Table 4 - Level of Service Summary - Projected Traffic Conditions For projected traffic conditions, analysis was conducted with the following roadway modifications assumed: Drive A converted from an "Exit Only" access drive to "Enter Only" access drive. Drive C converted from an "Enter Only" access drive to a fully -directional access drive (allow entering and exit- ing vehicle movements). The new access drive (Proposed Drive D) is proposed to intersect Markham Street east of Hughes Street and serve as an "Enter Only" access drive. Proposed vehicle circulation routes within the campus are shown on Figure 9, "Recommended Access Routes." PETERS & ASSOCIATES E.WiKEENS. INC. Page 20 rl 'r I 1 rrr :rm C f As a part of this study, for projected traffic conditions, vehi- cle queue length analysis was conducted for the school ac- cess drives during peak AM and school PM hours. The queue length analysis is included in the Capacity and Level of Service section in the Appendix for reference. Projected traffic volumes included in this analysis are depicted for the AM and school PM peak hours on Figure 8, "Projected Traf- fic Volumes - AM and School PM Peak Hours." Accommo- dation of vehicle queuing during the AM and school PM peak hours as a part of this study for projected traffic condi- tions is described as follows: ■ If proposed improvements are made and the access routes as shown on Figure 9, "Recommended Access Routes," are in place, there will be approximately 2,200 linear feet available for vehicle queuing within the site on the access drives. This equates to queuing distance to accommodate approximately 103 vehicles within the site as depicted on Figure 10, "Vehicle Queuing Areas." Ve- hicle queuing for projected enrollment conditions is not expected to exceed available vehicle storage area, if the proposed improvements are implemented. Based on a previous study at a local private school (Little Rock Christian Academy), average delay per ve- hicle at the elementary school loop was calculated. It was found that 115 vehicles dropped off students during the peak 15 minutes of the AM peak drop-off period. There is an approximate 40 to 45 vehicle platoon area within the elementary school loop which unloads at one time, then releases all 40 to 45 vehicles. This equates to an average delay per vehicle of 7.8 seconds. Similar ve- hicle delay can be anticipated to occur at the proposed Urban Collegiate Public Charter School. For this condi- tion, the following was found for the approximate 696 student enrollment: o There are calculated to be 348 entering vehicles during the AM arrival peak hour (if under a PETERS & ASSOCIATES ENGINEERS, INC. Page 21 "worst-case" condition, all students arrive via private vehicle). At 115 vehicles per 15 minutes (per Little Rock Christian Academy), then it may take approximately three 15 minute intervals to accommodate these vehicles (or 45 minutes). o There are calculated to be 195 entering vehicles during the PM departure peak hour (if under a "worst-case" condition, all students depart via private vehicle). At 115 vehicles per 15 minutes (per Little Rock Christian Academy), then it may take approximately two 15 minute intervals to accommodate these vehicles (or 30 minutes). There will likely be fewer vehicles than the totals pro- jected during the peak AM arrival and PM departure times because of the following: o There are approximately 100 special needs stu- dents expected to attend the planned school. These students are to arrive at school earlier than the other students (between 7:00 - 7:30 AM). o There is expected to be approximately 100 stu- dents to remain at school for after school pro- grams until 5:00 - 5:30 PM. o There is expected to be approximately 150 to 200 students be transported via public transportation. The effect of early arrivals and late departures, as well as any public transportation usage is to reduce the antici- pated volumes during the AM and school PM peak times. PETERS & ASSOCIATES ENGINEERS, INC. Page, 22 FFI I T-� r`i :i'rfr �r Findings of this study are summarized as follows: For the development of the Urban Collegiate Public Char- ter School site as proposed, approximately 633 vehicle trips are estimated during the traffic conditions of the AM peak hour and approximately 418 vehicle trips are esti- mated during the traffic conditions of the school PM peak hour are projected to be generated by the proposed Urban Collegiate Public Charter School land use on this site. Capacity and level of service analysis was performed for existing traffic volumes, lane geometry and traffic control for the AM and school PM peak hours for the study inter- sections. All of the vehicle movements at the study inter- sections currently operate at what calculates as an accept- able LOS "D" or better for existing traffic conditions at the study intersections for the AM and school PM peak hours except for the following vehicle movements: ♦ The northbound thru / left -turn vehicle move- ments on Hughes Street at Markham Street during the AM peak hour (LOS "E") and school PM peak hour (LOS "F") with existing traffic signal control. ♦ The southbound vehicle movements on Hughes Street at Markham Street during the AM peak hour (LOS "E") with existing traffic signal con- trol. Capacity and LOS analysis was performed for projected traffic conditions to include the proposed Urban Colle- giate Public Charter School to replace the existing Lu- theran High School for the AM and school PM peak hours for the study intersections. With the proposed im- provements assumed, all vehicle movements for the pro- jected traffic conditions at the study intersections are ex- pected to operate at what calculates as an acceptable LOS "D" or better for the AM and school PM peak hours. PETERS & ASSOCIATES ENGINEERS, INC. Page 23 For projected traffic conditions, vehicle queue length analysis was conducted for the school access drives dur- ing peak AM and school PM hours. If proposed im- provements are made and the recommended access routes are in place, there will be approximately 2,200 linear feet available for vehicle queuing within the site on the access drives. This equates to queuing distance to accommodate approximately 103 vehicles within the site. Vehicle queuing for projected enrollment condi- tions is not expected to exceed available vehicle storage area, if the proposed improvements are implemented. ■ There will likely be fewer vehicles than the totals pro- jected during the peak AM arrival and PM departure times because of the following: o There are approximately 100 special needs stu- dents expected to attend the planned school. These students are to arrive to school earlier than the other students (between 7:00 - 7:30 AM). o There is expected to be approximately 100 stu- dents to remain at school for after school pro- grams until 5:00 - 5:30 PM. o There is expected to be approximately 150 to 200 students be transported via public transportation. + The effect of early arrivals and late departures, as well as any public transportation usage is to reduce the antici- pated volumes during the AM and school PM peak times. • Construction of an "Entry Only" access drive from Markham Street south to the site will benefit traffic op- erations both at the Markham Street and Hughes Street intersection as well as the site access drive along Hughes Street by "intercepting" inbound vehicles directly to the site pick-up / drop-off areas. PETERS & ASSOCIATES ENGINEERS, INC. Page 24 I f r � �f� r--�•�r�; �r Recommendations of this study are summarized as follows: ■ It is recommended that Drive A be converted from an "Exit Only" access drive to "Enter Only" access drive. • It is recommended that Drive C be converted from an "Enter Only" access drive to a fully -directional access drive (allow entering and exiting vehicle movements). ■ It is recommended that a new access drive (Proposed Drive D) be constructed to intersect Markham Street east of Hughes Street and serve as an "Enter Only" access drive. It is recommended that a continuous left -turn lane be striped on Hughes Street along the entire site frontage to provide southbound left -turn lane storage and allow passage of southbound thru vehicles. ■ It is recommended that consideration be given to utilize the existing parking lot during AM arrival and PM departure time periods to allow for an additional pick-up / drop-off lane on the north edge of the existing south parking lot as shown on Figure 9, "Recommended Access Routes." • It is recommended that pedestrian crosswalks be installed at the north, south and east legs of the intersection of Markham Street and Hughes Street. Pedestrian signal heads already exist on these intersection legs. Additionally, it is recom- mended to install crosswalks adjacent to Hughes Street on the site access drives (Drives A, B and Q. • Roadway modifications / improvements along Hughes Street and the proposed access drive intersection along Markham Street must conform to the City of Little Rock design stan- dards and will require approval by the City. PETERS & ASSOCIATES ENGINEERS, INC. Page 25 PETERS & ASSOCIATES ENGINEERS, INC N A r N G u 42 (29) 9 (33) 1197 (562) = G 434 (1009) 80 (37) u u 38 (77) KEY AM Peak Hr (School PM Peak Hr.) "'*�j � Existing Traffic SignalW MARKHAM ST. n 0 = EXISTING N LUTHERAN = HIGH SCHOOL m cn pot and crive 5 m N Er uCZ==2 C==----�`-`' 31 (42) u. 14 (19) V I RIVE C O O O c N T� ry O O Cn m v m � /m N O M N fD Existing 12TH ST. „ Traffic Signal 9 (53) n n sa (sz) 923 (707) = G 515 (717) PROJECT No. P1468 PROPOSED URBAN COLLEGIATE =n10 11IVV DATE: 5-17-2010 TRAFFIC VOLUMES 1a0 PETERS & ASSOCIATES PUBLIC CHARTER SCHOOL AM AND SCHOOL PM PEAK HOURS ENG11MRS, INC. HUGHES STREET AND MARKHAM STREET FIGURE No LITTLE ROCK, ARKANSAS 3 a J L--� Existing Tr MARKHAM ST. 30% 0 M 0 W 30 0' m a X C m i I I f TT�TI ° = PROPOSED C COLLEGIATE = PUBLIC CHA TER j 250' (n SCHOOL Comm — 100 T C== a DRIVE C 3,400' — c� z m to 10% Traffic Signal 12TH ST. 35% PROJECT No. P13G8 DIRECTIONAL -DISTRIBUTION DATE: 5-17-2010 PROPOSED URBAN COLLEGIATE SITE TRAFFIC PETERS & ASSOCIATES PUBLIC CHARTER SCHOOL ENGnMRS, INC. HUGHES STREET AND MARKHAM STREET FIGURE No. LITTLE ROCK, ARKANSAS 4 PROJECT Na P1468 DATE: 5-17-2010 PETERS & ASSOCIATES I� �I MGM". INC. PROPOSED URBAN COLLEGIATE PUBLIC CHARTER SCHOOL HUGHES STREET AND MARKHAM STREET LITTLE ROCK, ARKANSAS PERCENTAGE TU FIGURE Na -tel._ PROJECT No. 11468 DATE: 5-17-2010 PETERS & ASSOCIATES ENGINEERS. INC. PROPOSED URBAN COLLEGIATE PUBLIC CHARTER SCHOOL HUGHES STREET AND MARKHAM STREET LITTLE ROCK, ARKANSAS PERCENTAGE TURN FIGURE No. 6 G N PROJECT No. P146B DATE: 5-17-2010 - PETERS & ASSOCIATES ENGINEEEtS, INC. 143 (112) V 29 (22) 86 (67) => 4--17 (10) 35 (20) u u 52 (29) MARKHAM ST. PROPOSED COLLEGIATE PUBLIC CHAR T EI=: SCHOOL I S v � 'm^ V/ O (nL00m 0 N C => Existing 12TH ST. {� Traffic Signal 35 (20) i II 122 (66) K Y AM Peak Hr (School PM Peak Hr.) => til 1 t-C7CIVCr[n 1 F -;v PROPOSED URBAN COLLEGIATE TRAFFIC VOLUMES PUBLIC CHARTER SCHOOL AM AND SCHOOL PM PEAK HOURS HUGHES STREET AND MARKHAM STREET FIGURE No. LITTLE ROCK, ARKANSAS 7 m rn N 42 (29) II 9 (33) 1232 (582) = G 434 (1009) 127 (71) u u 44 (76) G => m Iet and u 143 (112) u 29 (22) 11 m m N i!! and IXlw a M N u 14 (11) u 100 (78) N C Q+ N � Traffic Existing Traffic Signal Markham SHeet And Proposed 5; Ve 0 f - J � 1 1418 (665) = G 487 (1118) 35 (20) u, u 52 (29) MARKHAM ST. PROPOSED COLLEGIATE PUBLIC CHAF SCHOOL Q s e C== e a O 0 12TH ST. 141 (71) 923 (707) K Y AM Peak Hr (School PM Peak Hr.) 3 ¶' 174 (128) G 515 (717) r mull r-%- I L— PROJECT No. P1468 -- PROPOSED URBAN COLLEGIATE TRAFFIC VOLUMES DATE: 5-17-2010 PETERS & ASSOCIATES PUBLIC CHARTER SCHOOL AM AND SCHOOL PM PEAK HOURS ENGDCMS. INC. HUGHES STREET AND MARKHAM STREET FIGURENa LITTLE ROCK, ARKANSAS 8 -9 f � f Existing .# MARKHAM ST. ► ��eerre�r Traffic Signal >ee�a._ ► PROJrEC7 No. P1466 DATE: 5-17-2010 (� PETERS & ASSOCIATES ENGINE MS, INC. c G1 m ca . L Existing 12TH ST. Traffic Signal 0 PROPOSED URBAN COLLEGIATE PUBLIC CHARTER SCHOOL HUGHES STREET AND MARKHAM STREET LITTLE ROCK, ARKANSAS ACCESS FIGURE No 9 ! Cn i. m v ;w ■ : I !! m■■i I P " ■ i t�� w■ I q L I u PROPOSED ! c N ; COLLEGIATE j = s i PUBLIC CHA TER SCHOOL CO) j • u R slit #lA somei�► I 3— w C== i� I � ••�s f �l ■! I V DRIB E CBB,.■I i! . m J c G1 m ca . L Existing 12TH ST. Traffic Signal 0 PROPOSED URBAN COLLEGIATE PUBLIC CHARTER SCHOOL HUGHES STREET AND MARKHAM STREET LITTLE ROCK, ARKANSAS ACCESS FIGURE No 9 103 T❑TAL QUEUED VEHICLE ST❑RAGE, i � -- Existing MARKHAM ST. Traffic Signal Existing 12TH ST. Traffic Signal PROJECT No. P1468 PROPOSED URBAN COLLEGIATE DATE: 5-17-2010 PETERS & ASSOCIATES PUBLIC CHARTER SCHOOL F1 -;J SNIIMMS, INC. HUGHES STREET AND MARKHAM STREET LITTLE ROCK, ARKANSAS 30 VEHICLES AREAS FIGURE No 10 PETERS & ASSOCIATES ENGINEERS, INC PETERS & ASSOCIATES BNGIN66RS. INC. Urban Collegiate Public Charter School Little Rock, Arkansas P1468 Urban Collegiate Public Charter School (K-8) 696 Students )TAL ENTERING + 534 I 348 285 195 223 P1468 - Urban Collegiate Public Charter School Summary of Trip Generation Calculation For 696 Students of Private School (K-8) May 19, 2010 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 8th Edition, 2008. TRIP GENERATION BY MICROTRANS Average Standard Adjustment Driveway Rate Deviation Factor Volume Avg. Weekday 2 -Way Volume 0.00 0.00 1.00 01.00 348 7-9 AM Peak Hour Enter 0.50 0.00 0.00 1.00 285 7-9 AM Peak Hour Exit 0.41 0.90 0.96 1.00 626 7-9 AM Peak Hour Total 0.00 0.00 1.00 0 4-6 PM Peak Hour Enter 0.00 0.00 1.00 0 4-6 PM Peak Hour Exit 0.00 0.00 1.00 0 4-6 PM Peak Hour Total 0.50 0.00 1.00 348 AM Pk Hr, Generator, Enter 0.00 1.00 285 AM Pk Hr, Generator, Exit 0.41 0 96 1.00 626 AM Pk Hr, Generator, Total 0.90 0.00 1.00 195 PM Pk Hr, Generator, Enter 0.28 0.00 1.00 223 PM Pk Hr, Generator, Exit 0.32 0 78 1.00 418 PM Pk Hr, Generator, Total 0.60 0.00 1.00 0 Saturday 2 -Way Volume 0.00 0.00 1.00 0 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Sunday 2 -Way Volume 0.00 0.00 0.00 1.00 0 Sunday Peak Hour Enter 0.00 0.00 1.00 0 Sunday Peak Hour Exit 0.00 0.00 1.00 0 Sunday Peak Hour Total Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 8th Edition, 2008. TRIP GENERATION BY MICROTRANS aa) PETERS & ASSOCIATES ENGINEERS, INC. Out In Total 186 2521 438 51 f FE o i Peds Lo Nor h /3012010 s0o:00 A" :45:00 AM '=13108 Count L7ala Left ! h Pads lea 1I 0 319 8 667 Out In Total Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data File Name : AM -Mark AM Hour Turning Movement Count Data Site Code i 00000000 Markham Street and Hughes Street Start Date 04/30/2010 Little Rock, AR Page No 1 P-1468 Groups Printed -AM EouI'll I]Hu M am St. Hughes St. From Narth Markham St. From East Hughes St. FrOiri South From West PedApp. Int.Start _ Rfg Thr ILeft Ped ' Rig Thr Left Ped App. Rig Thr Left Ped s App' TOtal RI �Thor gLeftTime ht sTotalTotalFactor ht u s 1.0 1.t] 1.Q Total ht u s 1.0 1.0 1.0 1.0 Total ht 1.0 u 1.0 10 1.0 3.0 1.0 1.0 3 0 189 287 07:90 AM �.o 4- 3 0 8 1 51 3 0 55 8 5 10 4 0 7 0 17 42 7 170 17 245 4 0 266 407 07:15 AM 3 14 12 0 29 2 63 5 0 1 111 11 0 70 25 123 40 16 15 0 71 31 314 5 0 350 576 07:30 AM 07:45 AM 5 2 19 8 0 37 6 0 32 45 0 128 12 0 138 51 12 14 0 77. 31 359 5 10$ 0 395 655 Total 14 73 27 0 114 4 351 31 0 386 124 43 40 0 207 86 17 0 1191 1898 7 0 1151 16 14 11 0 41 12 18 260 0 286' 477 08:00 AM 2 27 6 0 35 5 103 94 8 0 106 16 24 2 0 41 20 0 200 472 (16'15 AM 08:30 AM 1n 17 19 9 0 19 7 0 38 43 3 5 99 6 0 2 83 6 U 110 8 91 12 22 5 4 0 8 0 34 25 5 193 6 7 156 4 0 0 204 167. 391 05 08:45 AM 8 7 7 0 22. 51 65 25 0 143 30 873 42 945 `�45 -Total 37 72 29 0 138 15 378 27 0 421 Grand 51 145 56 0 252 19 780 58 0 807 175 108 65 0 348 116 196 59 0 2136 3543 Total 20. 57. 22. 0.0 2.4 90. 7.2 0.0 50. 3 31. 0 18. 7 0.0 5.4 91 8 2.8 0.0 Apprch % 2 5 2 7.1 0.5 2 . 1.6 0.0 22.8 4.9 3.0 1.8 0.0 9.8 3.3 55. 1.7 0.0 60.3 Total % 1.4 4.1 1.6 0.0 Out In Total 186 2521 438 51 f FE o i Peds Lo Nor h /3012010 s0o:00 A" :45:00 AM '=13108 Count L7ala Left ! h Pads lea 1I 0 319 8 667 Out In Total Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data AM Hour Turning Movement Count Data File Name Mark : 000 Markham Street and Hughes Street Site Code :00000000 Little Rock, AR Start Date 04/30/2010 P-1468 Page No : 2 Hughes St. Markham Sl. Hughes St. i�4arkham 5t. From North From East From South From West Ri Thr Red App. Fi€g Thr Ped App. Rig. Thr Left Ped App. Int. Start Rlg Thr Left Ped App' g Left Left Time ht u s Total ht u s Total ht u s Total ht u s Total Total yak Hour From 07:00 AM to 08:45 AHI - Peak 1 of 1 Intersecti 07:30 AM 1 on 0 150 9 434 38 0 481 122 66 42 0 230 80 119 42 0 1319 2180 Volume 19 102 29 1 680 ' 0.0 9 1.9 7.9 0.0 53. 28. 7 18. 0.0 6.1 90. 3.2 0.0 Percent 3 7 2 3 0 07:45 37 6 0 45 0 126 12 0 138 51 12 14 0 77 31 359 5 0 395 655 Volume 2 0.832 Peak Factor High Int. 07:45 AM 07:45 AM 07:45 AM 07:45 AM 31 359 5 0 395 Volume 2 37 6 0 45 0 126 12 0 138 51 12 14 0 0 74 0.83 Peak 0.83 0.8; 7 5 Factor Out In Total �117�150 267 20 R1 t Thru Left Peds 4j 1 Ll, North 7AtMtC!Unt 1;^3t1:O7 08:15:00 AM Data LeftThru fii ht Peds F-426 122 —0] 220 F12361 450 Out In Total Huohes SL Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data File Name : PM -Mark School PM Hour Turning Mvmt Count Data Site Code : 00000000 Hughes Street and Markham Street Start Date :04/29/2010 Little Rock, AR Page No : 1 P-1468 ps Pri _ Gronun[a&5ehool PM Count Data Markham 5t Hughes 5t. Markham St. Hughes St. From North From East From South From West Ri Thr Ped App. Rig .Thr �Ped App.Siert Rig Thr Left PedIApps. Rtg Thr Left Ped App' 9 Left s Total ht u Lefts Tvtal Total Time ht u s Total ht u s Tdial ht u 1 0 1,0 1.00 Factor. 1.6 '1.0 1.0 1.0 1.0 1.p 1.0 1.0 1,0 1.0 7.0 #.0 02:30 PM 5 12 5 0 22 2 1'70 13 0 185 6 1 13 0 20 13 158 3 0 174 401 02:45 PM_ 5 10 2 0 17 3 165 17 0 185 B B 7 0 21 22 137 7 0 18B 389 ivtal 10 22 7 0 39 5 335 30 0 370 12 9 20 0 41 35 295 10 0 340 790 03:00 PM 5 9 0 0 14 4 217 18 0 239 17 15 30 0 62 13 164 6 0 183 498 03:15 PM 10 9 10 0 29 2 256 25 0 283 26 6 25 0 57 13 151 4 0 168 537 03:30 PM 3 9 0 0 12 9 220 18 0 247 9 8 15 0 32 6 135 7 0 148 439 0 46 10 234 16 0 260 13. 10 6 0 29 6 147 10 0 963 498 Total 27 58 16 6 6 #01 25 927 TJ 0 1029 65 39 76 0 180 38 597 27 0 662 1972 03:45 PM_ 9 3i 04:00 PM 12 16 3 0 31 12 299 18 0 329 ' 4 7 13 0 24 12 129 8 0 149 533 04:15 PM 11 12 2 0 25 4 272 13 0 289 7 9 6 0 22 8 151 5 0 164 500 Grand 60 108 28 0 196 46 183 138 0 2017 88 64 115 0 267 93 112 50 0 1315 3795 Total 33. 24. 43. 89 Apprch % 30. 55. 14. 0.0 1 2.3 90 9 6.8 0.0 0 0 1 0.0 7.1 1 3.8 0.0 6 1 3 Total % 1.6 2.8 0.7 0.0 5.2 1.2 4 3 3.6 0.0 53.1 2.3 1.7 3.0 0.0 7.0 2.5 30. 1.3 0.0 34.7 Hughes 5r. Out In Total Zoo 356 1 2 fl Rght u Peds � 1 Lp N� h 1281201 Q 2:3ti;{i0 Foil 12=10 4:15:00 PM SckfoolPM Count Data Left Thru Rf ht Peds 11 Be 9 L ink Total Out 339 Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data School PM Hour Turning Mvmt Count Data File Name : PM -Mark Hughes Street and Markham Street Site Code : 00000000 Little Rock, AR Start Date : 04/29/2010 P-1468 Page No :2 Hughes St. s SL Out In Total Markham St. r1ugnes w. `.......... a ...a .. - From North FJ i Thrid Left Peds From East From South From West Start Time Rig T r Left ht u Ped s App. Total Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Ped s App. Total Rig ht Thr u Left Pe�pll "' tak Hour From 02:30 PM to 04:15 PM - Peak 1 of 1 �-{ �n m � N - � Left 7� RIPeds Intersecti 03:15 PM 59 31 2 179 t42 321 Out In Total on Volume 34 65 19 0 118 33 109 77 0 1119 52 31 59 0 142 37 562 29 0 628 2007 Percent 28. 55. 16. 0.0 2.9 90. 6.9 0.0 36. 21. 41. 0.0 5.9 89• 5 4.6 0.0 8 1 1 2 6 8 5 03:15 10 9 10 0 29 2 256 25 0 283 26 6 25 0 57 13 151 4 0 168 537 Volume 0.934 Peak Factor High Int. 03:45 PM 04:00 PM 03:15 PM 03:15 PM Volume 9 31 6 0 46 12 299 18 0 329 26 6 25 0 57 13 151 4 0 168 Peak 0.64 0.85 0.62 093 .93 . Factor 1 0 3 5 - s SL Out In Total 93 f 18 1 211 19 U FJ i Thrid Left Peds IR CF4 n �► North 2 W in. 010 3: PAM1 w 9 2MOt 0 4:00:00 PM t— L� N O "' School PM.cnunl Q8t1 �-{ �n m � N - � Left 7� RIPeds 59 31 2 179 t42 321 Out In Total Hu hes 1. Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data AM Hour Turning Movement Count Data Hughes Street and 12th Street Little Rock, AR P-1468 Groups Printed- AM Count Data File Name AM -12th Hughes St. 00000000 Start Date 12th St. Page No : 1 From North From West 1.0 From East Start Time Right Left Peds I App. Total Right I Thru I Peds Factor 1.0 1.0 1.01 197 1.0 1 1.0 1 1.0 0700 AM 15 16 0 31 12 67 2 07:15 AM 15 5 0 20 13 121 0 07:30 AM 23 20 0 43 20 127 1 07:45 AM 30 23 0 53 9 130 0 Total 83 64 a 147 54 445 9 08:00 AM 15 13 0 28 8 144 1 08:15 AM 18 15 0 33 I 19 114 1 08:30 AM 10 13 0 23 9 111 1 08:45 AM 17 4 0 I` 21 11 119 0 Total 60 45 0 105 47 488 3 Grand Total 143 109 0 252 101 933 E Appreh % 56.7 43.3 0.0 9.7 89.7 O.E Total % 4.9 3.7 0.0 8.6 3.4 31.7 0.2 File Name AM -12th Site Code 00000000 Start Date : 04/29/2010 Page No : 1 12th St. _ From West 1.0 App' Thru Left Peds App' Int. Total Total Total _ 1.0 1.0 1.0 81 100 19 0. 119 231 134 174 23 0 197 351 148 247 40 0 287 478 139 266 29 1 296 488 502 787 111 1 899 16-4-8' 153 216 28 1 245 426 134 194 22 0 216 383 121 137 22 0 159 303 130 119 15 0 134 285 538, 666 87 1 754 1397 10401 1453 198 2 16531 2945 87.9 12.0 0.1 35.31 49.3 6.7 0.1 56.1 Hughes t. Out In Total G�5551 43 70B 0 Rt eR P ds Rr rn �Q or I mT North toPal m _4129!2010 :00:00AM 2 w3 41 912010 8:45:00 AM N y � T o o M4 Count Data O N - Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data AM Hour Turning Movement Count Data Hughes Street and 12th Street Little Rock, AR P-1468 Out In Total 175 T 332 es zs o FBpht 1. L P s N� h ?Fl 1210 7 0:3 :00 129f20i 0 8:15:00 AM AM C017n1 Data File Name T t : AM -12th From North Start Time Right LeftPeds k Hour From 07:00 AM to 08:45 AM - Per Intersection 07:30 AM Total Volume 86 71 0 Percent 54.8 45.2 0.0 07:45 Volume 30 23 0 Peak Factor 89.7 0.5 53 High Int. 07:45 AM Volume 30 23 0 Peak Factor 144 1 0.741 Out In Total 175 T 332 es zs o FBpht 1. L P s N� h ?Fl 1210 7 0:3 :00 129f20i 0 8:15:00 AM AM C017n1 Data File Name T t : AM -12th 12th St. 00000000 Start Date From East API'Rtght 2 Thru Peds Total 1044 From West 1 I 11.4 157 56 515 3 139 9.8 89.7 0.5 53 9 130 0 08:00 AM 53, 8 144 1 0.741 07:45 AM Out In Total 175 T 332 es zs o FBpht 1. L P s N� h ?Fl 1210 7 0:3 :00 129f20i 0 8:15:00 AM AM C017n1 Data File Name T t : AM -12th Site Code 00000000 Start Date : 04/29/2010 Page No 2 12th St. 2 1044 From West App- I ^r'r'' Total 111111Left Peds Total Int. o a 574 923 119 2 1044 1775 88.4 11.4 0.2 139 266 29 1 296 488 0.909 07:45 AM 153 266 29 1 296 0.938 0.882 Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data School PM Hour Turning Mvmt Count Data File Name PM -12th : 00000 Hughes Street and 12th Street Site Code :00000000 Little Rock, AR Start Date :04/28/2010 P-1468 Page No 1 in Printed- School PM count Data 12th 5t. Hughes S:. 12th St. From North From East jSouth From West ARp Int. tart Time Right Left Peds Total Right Thru Peds TotalApp- PTotalApp Thru Left Peds Total Total Factor1.0 1.0 1.0 1.0 1.tS 1.0 1.0 1.0 1.D p2:30�PM 13 9 0 22 13 132 0 145 0 D 195 14 1. 210 377 _ 02:45 PM 15 11 0 _ 26 11 140 0 151 0 0 172 14 .4 1$6 3S3 Total 28 2p 0 48 24 272 D 296 0 0 367 28 1 386 740 03:00 PM 19 10 0 29 15 1590 174 0 0 164 16 0 1802 383 03:15 PM 27 16 0 43 10 140 0 150 0 0 149 395 11 2 16 199 355 03:30 PM 18 8 0 26 14 156 0 170 0 0 186 13 0 03.45 PM 27 23 0 50 19 1.55 0 174 0 0 165 13 D 178 402 Total 91 57 0 148 58 610 0 668 0 01 664 53 2 719 1535 04:00 PM 26 11 0 3713 214 0 227 0 0I 162 12 1 1751 439 04:15 PM 18 8 0 26 16 192 0 208 0 0 194 15 0 209. 443 Grand Total 163 96 0 259 111 1288 0 1399 0 0 1387 108 4 14991 3157 Apprch % 62.9 37.1 0.0 7.9 92.1 0.0 0.0 92.5 7.2 0.3 YY Total % 5.2 3.0 0.0 8.2 3.5 40.8 0.0 44.3 0.0 0.0 43.9 3.4 0.1 47.5 1 Hughes 31. Out In Total 219 478 1 96 0 Perla L� 0 11 * O J� North =MDI�O 4:�PmIL oM a �0 N p N _ Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data School PM Hour Turning Mvmt Count Data File Name : th 00000 Hughes Street and 12th Street Site Code :00000000 Little Rock, AR Start Date :04/28/2010 P-1468 Page No 2 Out In Total 115 139 254 BS RlgK Leif Peds +.1 LI, �o T L = North y $1201:Q0P-2 =20104:15:00 PMo PM Count Data c w 0 Hughes St. 12th St. 12th St. From North From East iIStart From South From West Left Peds App Right Thru Peds Peds Thru Left Peds To al Total Time Right Total Total Total Peak Hour From 02:30 PM to 04:15 PM - Peak 1 of 1 Intersection 03:30 PM 62 717 0 779 0 0 707 53 1 761 1679 Volume Percent 89 64.0 50 0 36.0 0.0 139 8.0 92.0 0.0 0.0 92.9 7.0 01 04:15 Volume 18 8 0 26 16 192 0 208 0 0 194 15 0 209 0948 3 Peak Factor High Int. 03:45 PM 04:00 PM 2:15:00 PM 0419 PM Volume 27 23 0 50 13 214 0 227 0 0 19 4 15 0 0 9090 Peak Factor 0.695 0.858 Out In Total 115 139 254 BS RlgK Leif Peds +.1 LI, �o T L = North y $1201:Q0P-2 =20104:15:00 PMo PM Count Data c w 0 Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data AM Hour Turning Movement Count Data L Out In Total File Name : AM-Luth Hughes Street and Lutheran HS Access 1 �► T r;� Site Code '00000000 Little Rock, AR �w I3r a? a 7:00:00 AM W /30/2040 8:45:00 AM AM Count Data �^ o K rnm w rn— Start Date : 04/30/2010 P-1468 310 663 Out fm Total Page No :1 Groups Printed -AM Count Data _ Hughes St. Lutheran Access Drives Hughes St. From North From East From South Start Time Thru Left I A . Total Right- I App. Total Ri ht I Thru I App. Total Int. Total Factor 1.0 1.01 1.0 --Left 1.01 1.0 1 1.0. 07;00 AM 71 2 23 1 0 1 1 28 29 53 07:15 AM 39 a 47 3 1 4 1 42 43 94 07:30 AM 46 16 62 11 2 13 6 61 67 142 07:45 AM 74 27 101 12 9 21 9 78 87 _ 209 Total 180 53 233. 27 12 39 _ 17 209 2.26 498 08:00 AM 36 12 48 5 2 7 3 35 38 93 08:15 AM 28 8 36 1 2 3 0 37 37 76 08:30 AM 25 9 34 1 1 2 2 30 32 68 08.45 AM 24 5 29 2 0 2 4 _ 16 20 51 Total 113 34 147 8 5 14. 9 198 127 288 Grand Total 293 87 380 36 17 53 I 26 327 353 786 Apprch % 77.1 22.9 67.9 32.1 7.4 92.6 I Total % 37.3 11.1 48.3 4.6 2.2 6.7 ` 3.3 41.6 44.9 L Out In Total F -36-3M]=—'14 Thm Left 1 �► T r;� North �w I3r a? a 7:00:00 AM W /30/2040 8:45:00 AM AM Count Data �^ o K rnm w rn— T ter-► aM 7 28 310 663 Out fm Total Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data AM Hour Turning Movement Count Data File Name : AM-Luth Hughes Street and Lutheran HS Access Site Code 00000000 Little Rock, AR Start Date 04/30/2010 P-1468 Page No '2 ug es t. Hughes St. From North Lutheran Access Drives From East Ihugnes 1961 61, n. EX 1 Lo �r. From South T �a StartimeThru _ LeftApp. Total Ri ht Left . Total Ri ht Thru A . Total Int. Total Peak Hour From 07:00 AM to 05,45 AM - Peak f of 1 Out n Total Hu es St Intersection 07:15 AM Volume 195 63 258 31 14 45 19 216 235 538 Percent 75.6 24.4 68.9 31.1 8.1 91.9 07:45 Volume 74 27 101 12 9 21 9 78 87 209 Peak Factor 0.644 High Int. 07:45 AM 07:45 AM 07:45 AM Volume 74 27 101 12 9 21 9 78 87 Peak Factor 0.639 0.536 0 675 ug es t. Out In Total 247 258 1 505 1961 61, n. EX 1 Lo T �a N 3 North a ars�zoro 7:1iiV Am �A r3 ;kato 8:00:00 Ann !N N x. AM Count flats _ o N d N v - T r+ Ttru Ri ! 21B 1 209 235 444 Out n Total Hu es St Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data PM Hour Turning Movement Count Data File Name : PM-Luth Hughes Street and Lutheran HS Access Site Code : 00000000 Little Rock, AR Start Date 04/29/2010 P-1468 Page No 1 Groups Printed- School PM Count Data _ Hughes St. Lutheran HS Access Hughes St. From North From East From South Start Time Thru I Left A. TotaT Right Left AR. Total Ri ht I Thru.1 App. Total Int. Total Factor 1.0 1.0 1.0 1.0 1 1.01 1.0 02:30 PM 45 2 47 3 1 4 1. 20 21 72 02:45 PM 48 7 55 1 0 1 0 13 13 69 Total 93 9 403 4 1 51 1 33 34 141 03:00 PM 42 12 54113 5 18 1 79 80 152 03:15 PM 33 7 40 22 12 34 1 21 22 96 03:30 PM 36 3 39 6 1 7 1 18 19 65 03:45 PM 50 3 53 1 1 2 1 30 31 86 Total 161 25 186 42 19 61 4 148 152 399 04:00 PM 40 8 485 4 9 3 25 28 85 04:15 PM 37 1 38 0 0 0 0 21 21 59 Grand Total 331 43 374 51 24 75 8 227 235 684 Apprch % 88.5 11.5 68.0 32.0 3.4 96.6 Total % 48.4 6.3 54.7 7.5 3.5 11.0 1.2 33.2 34.4 Hughes SL Out In Total 278 97a 652 3S7 43 L -ft L► T o North I �28�201 � 2:3�00�1U1 5 2912010 4:15:00 PM F = 2 Schad PM Count Date , o m °1 T F► Thru RI t 22 8 355 2 590 Out In Total Hughes St. Peters & Associates Engineers, Inc. Peak Hours Turning Movement Count Data PM Hour Turning Movement Count Data File Name : PM-Luth Hughes Street and Lutheran HS Access Site Code : 00000000 Little Rock, AR Start Date : 04/29/2010 P-1468 Page No :2 From East App. Total J Right I From Nor Start Time I Thru Left our Fn:m 02:30 PM to 04:15 PAI! - Pe Intersection 03:00 PM North A, m m Volume 161 25 Percent 86.6 13.4 03:00 Volume 42 12 Peak Factor 12 0.861 High Int. 03:00 PM 2.6 Volume 42 12 Peak Factor 1 79 From East App. Total J Right I Lest 1 1 of 1 - 186 42 19 North A, m m 68.9 31.1 54 13 5 T F+ 146 03:15 PM 180 1 332 54 22 12 0.861 399 Out In Total 190 TtIB 376 t.�Fl Hughes St. L+ - N0 From South North A, m m Total Right Thru I App. Total Int. Tota! T F+ 146 180 1 332 i 61! 4 148 152 399 2.6 97.4 18 1 79 80 152 0.656 03:00 PM 34 1 79 80 0.449 0.475 L+ - N0 North A, m m 129120=U -,PM 9120School o RL T F+ 146 180 1 332 Out n Total Hu hes St. q. W� cl� 0 • Py PO -400i pno PETERS & ASSOCIATES ENGINEERS, INC. Queues Timing Plan: AM Peak Hour 100: Markham Street & Hughes Street 5/19/2010 --1' 4--- t II i Lane Group EBL EBT VVBL WBT NBT NBR SBT Lane Group Flow (vph) 51 1539 44 509 146 165 181 v/c Ratio 0.12 0.67 0.49 0.22 0.82 0.58 0.78 Control Delay 5.3 9.3 29.3 4.8 71.8 28.7 59.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.3 9.3 29.3 4.8 71.8 28.7 59.3 Queue Length 50th (ft) 12 280 14 56 117 68 138 Queue Length 95th (ft) 25 302 #90 74 168 113 #225 Internal Link Dist (ft) 1063 1147 186 634 Turn Bay Length (ft) 125 125 100 Base Capacity (vph) 435 2290 90 2301 196 306 255 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.67 0.49 0.22 0.74 0.54 0.71 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. P1468; Hughes Street Traffic Study; Little Rock, AR Page 1 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Signalized Intersection Capacity Analysis Timing Plan: AM Peak Hour 100: Markham Street & Hughes Street --V 4 � A, * I 15/19/2010 i Movement EBL EBT EBR WBL WBT VVBR NBL NST NBR SBL SBT SBF Lane Configurations +T. 0 - 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor *0.75 *0.85 "0.75 *0.85 *0.75 *0.75 *0.75 Frt 1.00 0.99 1.00 1.00 1.00 0.85 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.99 Satd. Flow (prot) 1327 3137 1327 3157 1370 1188 1360 At Permitted 0.43 1.00 0.09 1.00 0.63 1.00 0.81 Satd. Flow (perm) 601 3137 131 3157 880 1188 1113 Volume (vph) 42 1198 80 38 434 9 42 66 122 29 102 19 Peak -hour factor, PHF 0.83 0.83 0.83 0.87 0.87 0.87 0.74 0.74 0.74 0.83 0.83 0.83 Adj. Flow (vph) 51 1443 96 44 499 10 57 89 165 35 123 23 RTOR Reduction (vph) 0 4 0 0 1 0 0 0 59 0 6 0 Lane Group Flow (vph) 51 1535 0 44 508 0 0 146 106 0 175 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 8 4 6 2 Permitted Phases 8 4 6 6 2 Actuated Green, G (s) 70.5 70.5 70.5 70.5 17.6 17.6 17.6 Effective Green, g (s) 71.5 71.5 71.5 71.5 18.6 18.6 18.6 Actuated g/C Ratio 0.73 0.73 0.73 0.73 0.19 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 438 2286 95 2301 167 225 211 v/s Ratio Prot c0.49 0.16 v/s Ratio Perm 0.08 0.33 c0.17 0.09 0.16 v/c Ratio 0.12 0.67 0.46 0.22 0.87 0.47 0.83 Uniform Delay, d1 3.9 7.1 5.4 4.3 38.6 35.4 38.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 1.6 15.4 0.2 36.2 1.6 23.4 Delay (s) 4.5 8.7 20.8 4.5 74.8 36.9 61.6 Level of Service A A C A E D E Approach Delay (s) 8.5 5.8 54.7 61.6 Approach LOS A A D E Intersection Summary HCM Average Control Delay 17.0 HCM Level of Service G HCM Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 98.1 Sum of lost time (s) 8.0 Intersection Capacity Utilization 61.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group P1468; Hughes Street Traffic Study; Little Rock, AR Page 2 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Unsignalized Intersection Capacity Analysis Timing Plan: AM Peak Hour 102: Drive B & Hughes Street II 5/19/2010 'r t 1 i Movement WBL WBR NBT NBR SBL SBT Lane Configurations 26 57 + 305 t Sign Control Stop 0 Free Volume Right Free Grade 0% 0 0% 450 0% Volume (veh/h) 14 31 216 0 0 195 Peak Hour Factor 0.54 0.54 0.68 0.68 0.64 0.64 Hourly flow rate (vph) 26 57 318 0 0 305 Pedestrians B Approach Delay (s) 11.4 Lane Width (ft) 0.0 0.0 Approach LOS B Walking Speed (ft/s) Intersection Summa: Percent Blockage Average Delay 1.3 Right turn flare (veh) 21.4% ICU Level of Service A Analysis Period (min) Median type None 15 Median storage veh) Upstream signal (ft) 556 pX, platoon unblocked vC, conflicting volume 622 318 318 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 622 318 318 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 94 92 100 cM capacity (veh/h) 450 723 1242 Direction. Lane # WB 1 WB 2 N6 1 5B 1 Volume Total 26 57 318 305 Volume Left 26 0 0 0 Volume Right 0 57 0 0 cSH 450 723 1700 1700 Volume to Capacity 0.06 0.08 0.19 0.18 Queue Length 95th (ft) 5 6 0 0 Control Delay (s) 13.5 10.4 0.0 0.0 Lane LOS B B Approach Delay (s) 11.4 0.0 0.0 Approach LOS B Intersection Summa: Average Delay 1.3 Intersection Capacity Utilization 21.4% ICU Level of Service A Analysis Period (min) 15 P1468; Hughes Street Traffic Study; Little Rock, AR Page 3 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Unsignalized Intersection Capacity Analysis Timing Plan: AM Peak Hour 103: Drive C & Hughes Street Lane Width (ft) 93 Volume Right 5/19/2010 Walking Speed (ft/s) 4 k' t 1191 Percent Blockage 0.22 Movement WBL WBR NST NBR SBL SET Lane Configurations None '+ A Median storage veh) 4 Sign Control Stop Free Intersection Summar Free Grade 0% 0% 1.4 vC, conflicting volume 0% Volume (veh/h) 0 0 216 19 63 146 Peak Hour Factor 0.45 0.45 0.64 0.64 0.68 0.68 Hourly flow rate (vph) 0 0 338 30 93 215 Pedestrians 367 307 Volume Left Lane Width (ft) 93 Volume Right 30 Walking Speed (ft/s) cSH 1700 1191 Percent Blockage 0.22 0.08 Queue Length 95th (ft) Right turn flare (veh) 6 Control Delay (s) 0.0 Median type None A Median storage veh) 0.0 3.0 Approach LOS Upstream signal (ft) Intersection Summar 657 pX, platoon unblocked Average Delay 1.4 vC, conflicting volume 752 352 367 vC 1, stage 1 conf vol 15 vC2, stage 2 conf vol vCu, unblocked vol 752 352 367 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 92 cM capacity (veh/h) 348 691 1191 Direction, Lane NS 1 SBI Volume Total 367 307 Volume Left 0 93 Volume Right 30 0 cSH 1700 1191 Volume to Capacity 0.22 0.08 Queue Length 95th (ft) 0 6 Control Delay (s) 0.0 3.0 Lane LOS A Approach Delay (s) 0.0 3.0 Approach LOS Intersection Summar Average Delay 1.4 Intersection Capacity Utilization 30.4% ICU Level of Service A Analysis Period (min) 15 P1468; Hughes Street Traffic Study; Little Rock, AR Page 4 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics Queues Timing Plan: AM Peak Hour 104: 12th Street & Hughes Street 5/19/2010 --* NO. 4/ Lane Group EBT WBT SBL SBR Lane Group Flow (vph) 1184 604 96 116 v/c Ratio 0.87 0.34 0.22 0.25 Control Delay 22.0 8.8 26.4 7.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 22.0 8.8 26.4 7.2 Queue Length 50th (ft) 269 82 48 0 Queue Length 95th (ft) 351 111 101 32 Internal Link Dist (ft) 985 1060 3272 Turn Bay Length (ft) 85 Base Capacity (vph) 1571 2067 434 466 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.75 0.29 0.22 0.25 Intersection Summary P1468; Hughes Street Traffic Study; Little Rock, AR Page 5 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Signalized Intersection Capacity Analysis Timing Plan: AM Peak Hour 104: 12th Street & Hughes Street 5/19/2010 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Analysis Period (min) 4+ tT r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 Lane Util. Factor `0.85 "0.85 *0.75 *0.75 Frt 1.00 0.99 1.00 0.85 Flt Protected 0.99 1.00 0.95 1.00 Satd. Flow (prot) 3149 3123 1327 1188 Flt Permitted 0.75 1.00 0.95 1.00 Satd. Flow (perm) 2386 3123 1327 1188 Volume (vph) 119 923 515 53 71 86 Peak -hour factor, PHF 0.88 0.88 0.94 0.94 0.74 0.74 Adj. Flow (vph) 135 1049 548 56 96 116 RTOR Reduction (vph) 0 0 9 0 0 78 Lane Group Flow (vph) 0 1184 595 0 96 38 Turn Type Perm Perm Protected Phases 8 4 2 Permitted Phases 8 2 Actuated Green, G (s) 45.7 45.7 25.6 25.6 Effective Green, g (s) 46.7 46.7 26.6 26.6 Actuated g/C Ratio 0.57 0.57 0.33 0.33 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1371 1794 434 389 v/s Ratio Prot 0.19 c0.07 v/s Ratio Perm c0.50 0.03 v/c Ratio 0.86 0.33 0.22 0.10 Uniform Delay, d1 14.6 9.1 19.8 19.0 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.9 0.1 1.2 0.5 Delay (s) 20.5 9.2 21.0 19.5 Level of Service C A C B Approach Delay (s) 20.5 9.2 20.2 Approach LOS C A C Intersection Summary HCM Average Control Delay 17.1 HCM Level of Service B HCM Volume to Capacity ratio 0.63 Actuated Cycle Length (s) 81.3 Sum of lost time (s) 8.0 Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group P1468; Hughes Street Traffic Study; Little Rock, AR Page 6 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics Queues Timing Plan: School PM Peak 100: Markham Street & Hughes Street 5/19/2010 -. 4--- r 'r Lane Group EBL EBT WBL WBT NBT NBR SBT Lane Group Flow (vph) 31 644 91 1226 145 84 185 v/c Ratio 0.20 0.29 0.25 0.55 1.08 0.27 0.69 Control Delay 8.6 5.5 7.3 7.9 140.4 9.8 47.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.6 5.5 7.3 7.9 140.4 9.8 47.2 Queue Length 50th (ft) 8 74 24 187 -137 0 132 Queue Length 95th (ft) 25 100 49 216 #170 16 149 Internal Link Dist (ft) 1063 1147 196 634 Turn Bay Length (ft) 125 125 100 Base Capacity (vph) 155 2242 357 2249 134 313 270 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.29 0.25 0.55 1.08 0.27 0.69 Intersection Summary -- Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. P1468; Hughes Street Traffic Study; Little Rock, AR Page 1 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Signalized Intersection Capacity Analysis Timing Plan: School PM Peak 100: Markham Street & Hughes Street 1I5/19/2010 --* --* r-- *-- t t Movement EBL EBT EBR W6L NBT VVBR NBL NBT iNBR SBL SBT SBR Lane Configurations Perm tT+ Perm Uniform Delay, d1 +I Perm Perm 1.00 +T r 8 *14 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 20.0 4.0 4.0 Effective Green, g (s) 72.2 4.0 4.0 72.2 4.0 21.0 Lane Util. Factor *0.75 *0.85 0.71 *0.75 *0.85 0.21 0.21 *0.75 *0.75 5.0 *0.75 5.0 Frt 1.00 0.99 5.0 1.00 1.00 3.0 3.0 1.00 0.85 3.0 0.96 Fit Protected 0.95 1.00 0.95 1.00 0.97 1.00 0.99 Satd. Flow (prot) 1327 3137 1327 3152 1353 1188 1332 Flt Permitted 0.16 1.00 0.36 1.00 0.46 1.00 0.91 Satd. Flow (perm) 217 3137 501 3152 637 1188 1218 Volume (vph) 29 562 37 77 1009 33 59 31 52 19 65 34 Peak -hour factor, PHF 0.93 0.93 0.93 0.85 0.85 0.85 0.62 0.62 0.62 0.64 0.64 0.64 Adj. Flow (vph) 31 604 40 91 1187 39 95 50 84 30 102 53 RTOR Reduction (vph) 0 4 0 0 2 0 0 0 67 0 14 0 Lane Group Flow (vph) 31 640 0 91 1224 0 0 145 17 0 171 0 Turn Type Perm v/c Ratio Perm Uniform Delay, d1 Perm Perm Perm 1.00 Protected Phases 2.9 8 7.7 4 6 Approach Delay (s) 2 Permitted Phases 8 Intersection Summary 4 1.00 6 6 2 1.00 Actuated Green, G (s) 71.2 71.2 71.2 71.2 20.0 20.0 20.0 Effective Green, g (s) 72.2 72.2 72.2 72.2 21.0 21.0 21.0 Actuated g/C Ratio 0.71 0.71 0.71 0.71 0.21 0.21 0.21 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 155 2238 357 2249 v/s Ratio Prot 0.20 c0.39 v/s Ratio Perm 0.14 v/c Ratio 0.20 Uniform Delay, d1 4.8 Progression Factor 1.00 Incremental Delay, d2 2.9 Delay (s) 7.7 Level of Service A Approach Delay (s) 40.1 Approach LOS 37.0 Intersection Summary 1.00 HCM Average Control Delay HCM Volume to Capacity ratio Actuated Cycle Length (s) Intersection Capacity Utilization Analysis Period (min) c Critical Lane Group 132 247 253 19.2 HCM Level of Service B 0.67 101.2 Sum of lost time (s) 8.0 55.5% ICU Level of Service B 15 P1468; Hughes Street Traffic Study; Little Rock, AR Page 2 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics 0.18 c0.23 0.01 0.14 0.29 0.25 0.54 1.10 0.07 0.67 5.2 5.1 6.8 40.1 32.3 37.0 1.00 1.00 1.00 1.00 1.00 1.00 0.3 1.7 1.0 107.2 0.1 6.9 5.5 6.8 7.7 147.3 32.4 43.9 A A A F C D 5.6 7.7 105.1 43.9 A A F D 19.2 HCM Level of Service B 0.67 101.2 Sum of lost time (s) 8.0 55.5% ICU Level of Service B 15 P1468; Hughes Street Traffic Study; Little Rock, AR Page 2 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Unsignalized Intersection Capacity Analysis Timing Plan: School PM Peak 102: Drive B & Hughes Street II 5/19/2010 *-- t i Movement WBL WBR NBT NBR SBL 5BT Lane Configurations 42 1f t 187 Volume Left T Sign Control Stop 0 Free 0 93 Free Grade 0% 533 0% 1700 1700 0% Volume (veh/h) 19 42 148 0 0 161 Peak Hour Factor 0.45 0.45 0.48 0.48 0.86 0.86 Hourly flow rate (vph) 42 93 308 0 0 187 Pedestrians 0.0 0.0 Approach LOS B Lane Width (ft) Intersection Summary Average Delay Walking Speed (ft/s) 2.4 Intersection Capacity Utilization Percent Blockage ICU Level of Service A Analysis Period (min) 15 Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 556 pX, platoon unblocked vC, conflicting volume 496 308 308 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 496 308 308 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 92 87 100 cM capacity (veh/h) 533 732 1252 Direction. Lane # - VVB-1 'V11B 2 N B 1 SS 1 Volume Total 42 93 308 187 Volume Left 42 0 0 0 Volume Right 0 93 0 0 cSH 533 732 1700 1700 Volume to Capacity 0.08 0.13 0.18 0.11 Queue Length 95th (ft) 6 11 0 0 Control Delay (s) 12.3 10.6 0.0 0.0 Lane LOS B B Approach Delay (s) 11.2 0.0 0.0 Approach LOS B Intersection Summary Average Delay 2.4 Intersection Capacity Utilization 18.5% ICU Level of Service A Analysis Period (min) 15 P1468; Hughes Street Traffic Study; Little Rock, AR Page 3 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Unsignalized Intersection Capacity Analysis Timing Plan: School PM Peak 103: Drive C & Hughes Street II 5/19/2010 { 4., t i Movement WBL WBR NBT NBR SBL S.BT Lane Configurations Y T Sign Control Stop Free Free Grade 0% 0% 0% Volume (veh/h) 0 0 148 4 25 155 Peak Hour Factor 0.54 0.54 0.48 0.48 0.86 0.86 Hourly flow rate (vph) 0 0 308 8 29 180 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None Median storage veh) Upstream signal (ft) 657 pX, platoon unblocked vC, conflicting volume 551 312 317 vC 1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 551 312 317 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 98 cM capacity (veh/h) 484 728 1243 Direction, Lane # WB 1 NS 1 SB 1 Volume Total 0 317 209 Volume Left 0 0 29 Volume Right 0 8 0 cSH 1700 1700 1243 Volume to Capacity 0.00 0.19 0.02 Queue Length 95th (ft) 0 0 2 Control Delay (s) 0.0 0.0 1.3 Lane LOS A A Approach Delay (s) 0.0 0.0 1.3 Approach LOS A Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 24.2% ICU Level of Service Analysis Period (min) 15 W P1468; Hughes Street Traffic Study; Little Rock, AR Page 4 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics Queues Timing Plan: School PM Peak 104: 12th Street & Hughes Street 5/19/2010 Intersection Summary P1468; Hughes Street Traffic Study; Little Rock, AR Page 5 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics *_ \11 4/ __* Lane Group EBT WBT SBL SBR Lane Group Flow (vph) 835 906 71 127 v/c Ratio 0.76 0:67 0.12. 0:22 Control Delay 19.2 15.6 13.8 4.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 19.2 15.6 13.8 4.4 Queue Length 50th (ft) 142 142 20 0 Queue Length 95th (ft) 205 185 48 21 Internal Link Dist°(' 985 1060 3272 Turn Bay Length (ft) 85 Base Capacity (vph) 1680 2071 577 588 Starvation Cap Reductn 0 0 0 0 Spillback-CapAeductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c:Ratio 0.50 0.44 0.12 0.22 Intersection Summary P1468; Hughes Street Traffic Study; Little Rock, AR Page 5 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics HCM Signalized Intersection Capacity Analysis Timing Plan: School PM Peak 104: 12th Street & Hughes Street 5/19/2010 Movement EBL EBT WBT WBR SBL SBI Lane Configurations 0 +Ir. 0.91 r Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 Lane Util. Factor *0.85 '0.85 "0.75 *0.75 Frt 1.00 0.99 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3156 3129 1327 1188 Flt Permitted 0.77 1.00 0.95 1.00 Satd. Flow (perm) 2444 3129 1327 1188 Volume (vph) 53 707 717 62 50 89 Peak -hour factor, PHF 0.91 0.91 0.86 0.86 0.70 0.70 Adj. Flow (vph) 58 777 834 72 71 127 RTOR Reduction (vph) 0 0 10 0 0 72 Lane Group Flow (vph) 0 835 896 0 71 55 Turn Type Perm 18.8 14.9 10.6 Approach LOS Perm Protected Phases B 8 4 2 HCM Average Control Delay Permitted Phases 8 HCM Level of Service B HCM Volume to Capacity ratio 0.46 2 Actuated Green, G (s) 25.2 25.2 Intersection Capacity Utilization 25.4 25.4 Effective Green, g (s) Analysis Period (min) 26.2 26.2 26.4 26.4 Actuated g/C Ratio 0.43 0.43 0.44 0.44 Clearance Time (s) 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1057 1353 578 518 v/s Ratio Prot 0.29 c0.05 v/s Ratio Perm c0.34 0.05 v/c Ratio 0.79 0.66 0.12 0.11 Uniform Delay, d1 14.8 13.7 10.2 10.1 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.0 1.2 0.4 0.4 Delay (s) 18.8 14.9 10.6 10.5 Level of Service B B B B Approach Delay (s) 18.8 14.9 10.6 Approach LOS B B B Intersection Summary HCM Average Control Delay 16.2 HCM Level of Service B HCM Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 60.6 Sum of lost time (s) 8.0 Intersection Capacity Utilization 56.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group P1468; Hughes Street Traffic Study; Little Rock, AR Page 6 Peters & Associates Engineers, Inc. Existing Traffic; Existing Geometrics Queues Timing Plan: AM Peak Hour 100: Markham Street & Hughes Street 5/19/2010 } � f ---t * I i Lane Group EBL EBT WBL WBT NBT NBR SBT Lane Group Flow (vph) 51 1649 51 509 222 259 166 v/c Ratio 0.14 0.88 0.58 0.27 0.85 0.73 0.48 Control Delay 7.5 18.7 42.3 6.8 53.4 32.3 22.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.5 18.7 42.3 6.8 53.4 32.3 22.8 Queue Length 50th (ft) 10 294 14 51 108 104 65 Queue Length 95th (ft) 28 350 #86 74 #182 154 121 Internal Link Dist (ft) 1063 560 186 634 Turn Bay Length (ft) 125 125 100 Base Capacity (vph) 352 1875 88 1888 273 370 364 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.88 0.58 0.27 0.81 0.70 0.46 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer Queue shown is maximum after two cycles. P1468; Hughes Street Traffic Study; Little Rock, AR Page 1 Peters & Associates Engineers, Inc. Projected Traffic; Proposed Geometrics