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HomeMy WebLinkAboutZ-9073 Application 1City of Little Rock Planning and Development Filing Fees Date 20 f 1r Annexation $ Board of Adjustment $ Cond Use Permit/T U P $ 16 C) p:.,,Plat V' —0 — W Planned Unit Dev $ Preliminaiy Plat $ Special Use Permit $ Rezoning $ Site Plans $ Sheet Name Change $ Street Name Signs f' Number —at —ea $ Public Hearing Signs Number at � ea $ 1 Total $ File No LocationGr'��C Applicanty_ By r ro to A " ;_b zr'n � . Ili a QJ >, CO a r;) L Ln r I O Rs z r,� N � i ra -c �•^ 0. m n c o a= V a > R.to n M 0 11 y W to -1 a T i O � N M �I O y V �DR �Rr m d3 y (n �4 N y pi^. r- r m M 0 0 X E'ti.j Q N 'H W, = :'ran a» D oIm IO a 0 7 Z i rrn O o is► -4 a Z 4 0 Z �� n 1 CS n N i N fU O JAY I T I 1 w z sa z A —1 sn 1•i H r(I ri ra T.1 W ra z rn -,1 cd a} W N W m _ da W 6 PJ r pa TI r 2-1 rtl ri po � Ti -'91,h rd pp � •s. k 'r! --i 1,�9 N s i•r'i i?� wu O to kD sa! 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Each of these factors has a significant, negative im- pact on our state's economy." "The disconnect between curricula and educators in STEM from pre-K through college must be bridged to change these numbers and the fate of Arkansas," he said. The University of Arkan- sas System board of trustees' Buildings and Grounds Com- mittee gave the parties the go-ahead earlier Monday. The UA System's full board, along Unive sity/charter school partnership Leaders of the University of Arkansas at Little Rock announced plans Monday to self and lease campus property to the eSTEM Public Charter Schools. Inc., fora 1,500-student high school program that would replace the eSTEM Nigh Public Charter School in downtown Little Rock. T'he eSTEM charter school system will seek approval from the state to open a -ninth- and 10th-grade building on 26th Street on the GALA campus and renovate what is now the university's Larson Nall to hokse filth- and 12th-graders beginning in 201 7-18.cc _ va L on,- 2 NLl:STZE with the Arkansas Department Of Education's Charter Autho- SOURCE: University Arkansas at.Little Rock and Arkansas Democrat Gazette eSTEM Public Charterr s Schools, Inc rizing Panel and the Arkansas Board of Education, will need matics — wants to enroll 5,000 The plan to partner with to signal their approval. students by 2025. UALR is not just about in- The open -enrollment pub- The high school proposal creasing seats for the charter lic charter school has been calls for serving as many as 750 system but also fulfilling the working on a strategic plan ninth- and loth -graders in the broader charter school mis- and exploring ways to expand new facility on 28th Street on Sion of being innovative, Ba- For nearly a year. The reloca- vacant property just east of the con said. tion will help with the school's Jack Stephens Center starting "We are not trying to take expansion plans and allow in the 2017-18 school year. over the school world and for more courses for its high Another 750 students in make them all charters," he school students. llth- and 12th-grades would be said. "We want to serve more The charter school system housed on the campus' south students but we also want to — with its two buildings at side in Larson Hall, one of the work on new approaches that Third and Louisiana streets two original classroom build- then become the new norm of — is at capacity with 1,462 kin- ings for Little Ruck University, how we look at teaching and dergarten through 12th-grade UALRs natnebefore its affilia- learning." students, and it has more than tion with the UA System. Officials with eSTEM be- 5,200 students on a waiting list The new two -site high gan talking to UALR about to enroll, Bacon said. school would completely re- partnership possibilities at the As an example of the de- place the eSTEM High Pub- beginning of the year, Bacon mand, he said 513 students ap- lic Charter School for 500 said, adding that the charter plied last winter for third grade students, Bacon said. That school already had "great seats for this year. The school former Federal Reserve bank working relationships" with couldn't initially offer any of building, which officials the university. those students a seat because turned into a high school in The eSTEM's high school none of the second -graders 2010, would be used to expand students currently enrolled in moving into the third grade the enrollment of the kinder- college -level course work with had any plans to leave. garten-through-eighth=grade UALR are paying $50 a semes- The eSTEM charter school school that is currently across ter, he said. The relocation of system — which stands for the street in the former Ar- the high school will facilitate economics, science, technol- kansas Gazette newspaper concurrent credit offerings; ogy, engineering and mathe- building. though it won't be required s TUESDAY, AUGUST 18, 2015 * 5A for eSTEM students, he said. It's not the only school to partner with UALR. The uni- versity earlier this year be- gan an arrangement with the Greenbrier School District to award associate degrees to students who had acquired as many as 60 college credit hours by taking concurrent credit courses while still in high school. While the plan hinges on state approval, Bacon said he doesn't anticipate it being de- nied. He said the 8-year-old eSTEM school system has a record of success. In academic year 2014, eS- TEM tallied 114 high school graduates, with 71 first-time students — or 62.3 percent — going to a college or uni- versity that fall, according to Arkansas Department of High- er Education data The charter School had higher marks than he statewide average of 50.1 aercent of the 30,800 public ugh school graduates going to -ollege for the first time. Of the 71 students, 44 went :o four-year universities and :he rest to two-year colleges, iata show. The location of the pro- )osed high school would open zp the school to students who ive in the south and southwest )arts of the city, he added. At the same time that the .harter school organization ksks for state approval of the iew high school — or soon after — its leaders plan to get mother OK from the state or one to two more kinder- ;arten-through-eighth-grade chools at locations not yet dentified, Bacon said. The lementary/middle schools vould feed students into the iroposed high school. Once the high school proj- ct is approved by the state, he school leaders would like c) have about.18 months to esign and complete the con- truction. The plan calls for spending bout $3.5 million on renovat- ig Larson Hall. Bacon said lanning is still under way on ow the eSTEM system would ay for that renovation and the onstruction of a new building n 28th Street. He said there re different options available and the final plan is likely to be made up of a combination of revenue sources. He did not estimate how much a new high school build- ing would cost. The Pulaski County Special School District is planning for the construc- tion of a new Mills University Studies High School for for ap- proximately 700 students at a cost of about $50 million. Many other details of the partnership — including tu- ition and fees for eSTEM students taking college -level coursework and most of the financial agreements — were not settled Monday. A memorandum of under- standing between the parties says UALR would provide parking for employees and stu- dents of eSTEM "upon finan- cial arrangements to be agreed upon between the parties." UALR would also provide campus security, janitorial, regular maintenance, land- scaping and internet avail- ability to eSTEM students after working out financial agreements. The university has also agreed to let eSTEM use Ross Hall, also in the quad, should it need additional room, the memo states. To hash out those details, the memo says an advisory committee made up of an equal number of representa- tives from UALR and eSTEM will "facilitate the cooperation between the parties to foster a cooperative relationship." For UALR, the partnership will allow faculty, staff and graduate students to use the high school as a "laboratory school," said Toro, the UALR provost. UALR students study- ing STEM, education, social work, health sciences and psychology and other fields can receive student teaching opportunities, internships and other learning experiences through the partnership, she said. The UALR faculty com- pleted a study in February on the potential partnership, which noted advantages and challenges to it. The benefits included enrollment growth for UALR, which has had a de- clining student count in recent years. Officials are hoping the partnership will help close the gap between college degree at- tainment and career readiness. "Over the last 10 years, 20 years maybe, our nation- al leaders — and in turn, our state leaders — have been pushing for more graduates in the STEM disciplines," An- derson, UALR's chancellor, said. "This is widely viewed at the national level as some- thing that's critical for our eco- nomic competitiveness today in the global economy, and it's also critical for the national defense tomorrow around the world." Arkansas has continuous- ly lagged in the nation in the number of residents holding a degree. Some 350,000 Ar- kansans are estimated to have some college but no degree. That, in part, is because many of the state's high school students aren't prepared for college, Toro said. The per- centage of students entering the state's public colleges and universities unprepared for college -level coursework has fallen over the years. Still, some 43.2 percent of 20,064 students needed college pre- paratory noncredit course - work in 2014. Officials want to identify best practices from the part- nership that they can use to expand to programs with oth- er school districts and even throughout the state, Toro said. Earlier Monday, school leaders notified the eSTEM staff of the proposal and were beginning to get the word to parents of students currently enrolled at eSTEM elementa- ry, middle and high schools. "The parents that have heard about it have been over- whelmingly positive because they see the opportunities," Bacon said. "I think people are so proud of what we have accomplished to this point. They know we are not look- ing for just any opportunity — we could have opened a new school years ago — it's about the right opportunity for our families and for offering some- thing different than what we have been able to do:' M rU rq m Ln m 0 0 0 0 ti Ln Ln a 0 r- U.S. Postal ServiceTM CERTIFIED MAIL° RECEIPT Domestic Mail Only a Domestic ri r9 m Ln C©rtilizd Mail Fee ! 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Iul 0 o ti ED 0 0 li; 25TKSS �LJ 0 00 D a 0 00 C 4 0 00 Q 4 W-2 () () fl Q 0 d� n ri ❑ Q 0 F :L 0 D O THIS ❑ o� 0 b ❑ R4 0 0 0 SITE G� LWG 7TH.8T W.287H;S n ■ 0 0 ° W3 D U-A L..R'CAMPUS did o 0 0 r O 0 o � r1 WJ 2H0:S7 —� + 7 11 ❑ 0"I W 23RD:ST D:ST a ❑ p QQ�r�CDC a ED OrooOz El o ea d[zjQj❑n ❑ W.24TH-ST7z .E). - ❑ n a Q m �a m_ CiD °❑ Ap ID 13 - El ❑ Q 1tH-S a ❑ O C3 Q �❑ w26TH;ST b �� ❑ r'a Q n d CD ❑ a Q ❑ r� C ° ❑ � 1:3 Q 3 CD ❑ w El o l7 —�1 a Q q�� �dN � ❑a W-29TH:ST El P W.30Tjj W-30TH:ST 13 Q �,oQ o Q ❑�❑❑dti�Q 000� G= PD-O = o o rD W.3.ZST_S.T 0 00 P O 0 Area Zoning Case: Z-9073 N Location: N. side of 5500 & 5600 Blocks of W. 28th ST LUTR ' W PD: 9 0 95 190 380 Feet CT: 19 TRS: T1 N R12W7 II ;I � III " r 5 � r.����y���:. ���e.=ay •ryc�� •• �� h. 5��.-p+i _ _._ � I r 1l`: ,�„y�,,,�•--r \ ���1l sl - `— _'� 1j, 71 OF ~ —•- - I YI�+� �E71 "L` . _ _ ,.,_,�-,� }�'!-. �_ - r5 ' t i '•, '�`� I J 1 ' �r��l k 'r _fin Z-9073 05500 & 5600 BLKs W 28TH C.U.P. �'� City of Little Rock Department of Planning and Development 723 West Markham Street Uttle Rock, Arkansas 72201-1334 Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 Randal Frazier Kutak Rock 124 West Capitol Avenue Ste. 2000 Little RocL AR 72201 Date:_ December 18, 2015 Dear Mr. Frazier: Case No. Z-9073 Location: North side of the 5500 and 5600 Blocks of West 28t' Street Planning Zoning and Subdivision This is to advise you that in connection with your application for a conditional use permit, the Planning Commission at its meeting on December 17, 2015, Approved your application as submitted. Denied your application as submitted. X Deferred action to the January 28, 2016 Meeting. Approved your application with the following You are required to renotify, via certified mail, for the January 28, 2016 hearing. Notices must be sent no later than 15 days prior to the hearing date. If you have any questions, please call me at 371-6817. Sincerely, Dana Carney, Zoning ar Department of Planning DC/aa Manager Carney, Dana From: Frazier, Randal B. <randy.frazier@kutakrock.com> Sent: Monday, November 23, 2015 1:24 PM To: Carney, Dana Cc: Bozynski, Tony Subject: RE: eStem CUP Application Got it. Thanks. Randy Frazier Kutak Rock LLP 124 W. Capitol Ave., Suite 2000 Little Rock, AR 72201 (501) 975-3122 (direct) (501) 975-3001 (fax) randy.frazier@kutakrock.com From: Carney, Dana <DCarney@little rock.org> Sent: Monday, November 23, 2015 1:20:25 PM To: Frazier, Randal B. Cc: Bozynski, Tony Subject: RE: eStem CUP Application Okay, that will be Jan. 28, 2016 From: Frazier, Randal B. [mailto:randy.frazier@kutakrock.com] Sent: Monday, November 23, 2015 11:53 AM To: Carney, Dana <DCarney@littlerock.org> Subject: eStem CUP Application Dana, Please accept this email as eStem's application for a deferral of its Conditional Use Permit from the December 17, 2015, Planning Commission Meeting until the next CUP Planning Commission meeting. Thank you. Randy Frazier Kutak Rock LLP 124 W. Capitol Ave., Suite 2000 Little Rock, AR 72201 (501) 975-3122 (direct) (501) 975-3001 (fax) randy.frazier@kutakrock.com<maiIto: randy.frazier@kutakrock.com> 1 Carney, Dana From: Frazier, Randal B. <randy.frazier@kutakrock.com> Sent: Tuesday, January 19, 2016 5:23 PM To: Carney, Dana Subject: eStem CUP; File No. Z-9073 Dana, Please accept this email as eStem's withdrawal of its Conditional Use Permit application in the above -captioned matter pertaining to the property located at the North Side of the 5500 & 5600 Blocks of 28th Street. If you have any questions regarding this matter, feel free to contact me. Randy Frazier Kutak Rock LLP 124 W. Capitol Ave., Suite 2000 Little Rock, AR 72201 (501) 975-3122 (direct) (501) 975-3001 (fax) ra ndv.frazierCa7 kutakrock.com This E-mail message is confidential, is intended only for the named recipients above and may contain information that is privileged, attorney work product or otherwise protected by applicable law. If you have received this message in error, please notify the sender at 402-346-6000 and delete this E-mail message. Thank you. 1 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 August 18, 2015 Randal Frazier Kutak Rock 124 W. Capitol Ave., Suite 2000 Little Rock, AR 72201 Re: Conditional Use Permit Application at Northside of 5500 & 5600 Blocks of W. 281h Street. Dear Mr. Frazier: I have received your application for a conditional use permit for the property located at 5500 & 5600 Blocks of W. 281h 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 August 24, 2015. Required notices to owners of properties located within 200 feet of the subject property must be sent via certified mail no later than September 9. 2015. 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 September 2, 2015 at 12: noon. The meeting will be held in the Board of Director' 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 September 24, 2015 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 required cover letter detailing the proposal and providing information on the use proposed under the requested conditional use application was insufficient. Please provide additional information as soon as possible. If you have any questions, please contact me at (501) 37176817 or at dcar=v2q,Iitt[crock.or . Sincerely, c Dana Carney Zoning and Subdivision Manager 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 Randal Frazier Kutak Rock 124 W. Capitol Avenue Ste. 2000 Little Rock. AR 72201 Date: September 25, 2015 Dear Mr. Frazier: Case No. Z-9073 Location: North side of the 5500 and 5600 Blocks of West 281' Street This is to advise you that in connection with your application for a conditional use permit, the Planning Commission at its meeting on September 24, 2015, Approved your application as submitted. Denied your application as submitted. X Deferred action to the November 5, 2015 Meeting. Approved your application with the following conditions: If you have any questions, please call me at 371-6817. Sincerely, Dana Carney, Zoning and Subdivi Department of Planning and ❑eve DC/aa tst 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 Randal Frazier Kutak Rock 124 West Ca itol Avenue Ste. 2000 Little Rock AR 72201 Date: November 6, 201 Dear Mr. Frazier: Planning Zoning and Subdivision Case No. Z-9073 Location: North side of the 5500 and 5600 Blocks of West 28t' Street This is to advise you that in connection with your application for a conditional use permit, the Planning Commission at its meeting on November 5, 2015, Approved your application as submitted. Denied your application as submitted. X Deferred action to the December 17, 2015 Meeting. Approved your application with the following If you have any questions, please call me at 371-6817. Sincerely, Dana Carney, Zoning and Sub4n, Oon Manager Department of Planning and Development DC/aa APPLICATION FOR CONDITIONAL USE PERMIT Zoning Case File No. Z- 7 Planning Commission Meeting docketed for September 24, 2015 , at 4:00 p.m. 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: 2700 S. Taylor,_ 2702 S. Taylor, 2724 S. Taylor, 2709 S. Filmore, 2705 S. Fiimore, 2723 S. Ta for 2703 S. Taylor and others to be identified General Location: Numerous lots near 28 h Street and Taylor Street Legal Description: All of Block 61, less and except Lot S and all of Block 62, Iess and except Lots 5, 6 and 7 of the Cherry and Cox Addition, Little Rock, Pulaski County, Arkansas Title to this property is vested in: Board of Trustees of the Universitv of Arkansas (Name) 2404 North University Avenue, Little Rock, AR 72207 (Address) (501) 686-2515 (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: A Conditional Use Permit is requested to allow use of the property for: Educational institution — hiah school There (are) (are not} rivate 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): Randal B. Frazier, Attorney (Signature and printed name) Address: 124 W. Capitol Ave. Suite 2000 Little Rock AR 72201 Telephone: (501) 975-3000 Planning Commission Approved: Conditions of Appr al: Board of of Approval: WW 51 AFFIDAVIT The Board of Trustees of the University of Arkansas hereby authorizes eStem Public Charter Schools, Inc. to act as its agent regarding the application fora Conditional Use Permit and street and alley closures of the below described property. Property described as: All of Block 6L Less and Except Lot 8 and Lots S. 6 and 7 of Block 62, Cherry and Cox_ Addition to the City of Little Rock, together with Taylor Street_ and 2 alleys located therein and adjacent thereto. Board of Trustees of the University of Arkansas By: Date Title: VICE �s 5►� +4a1�i+v+��-•c'fie�l ACKNOWLEDGMENT Subscribed and sworn tome a Notary Public on this 1144, day of August, 241 S. -f My Commission Expires: 31- Notary Public •-19-I� [3WON ,IOHHSON Notory public-Arkansoa 11, puioaki County r6Y C Commiaianx#p'r l Z964697 2018 4822-5674-4486.1 CONDITIONAL USE PERMIT STREET RIGHT-OF-WAY DEDICATION AGREEMENT LOCATION/ADDRESS: That portion of Taylor Street between Lots 2 3 and 4 Block 61 and Lots 5 6 and 7 of Block 61 Chegy and Cox Addition and an alley between Lots 2 3 and 4 and Lots 5 6 and 7 of Block 61 of said subdivision and a second alle between Lots 2 3 and 4 and Lots 5 6 and 7 of Block 62 of said subdivision. DATE: August 17, 2015 DOCKETED FORMEETING ON: September 24. 2015 I, eStern Public Charter Schools, Inc., do hereb a ree 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, eStem Public Charter Schools Inc. agree to provide at my expense an easement deed and/or other documents as necessary conveying such right-of-way to the public. APPLICANT/OWNER d DATE 'l 1-7 r (If the above signature represents an applicant, attachment of a letter is required authorizing this person to act in behalf of the title-holder.) 4842-3286-5831.1 NORTHWEST ARKANSAS OFFICE SUITE 400 234 EAST MILLSAP ROAD FAYETTEVILLE. ARKANSAS 72703-4099 479-973-4200 RANDAL B. FRAZIER randy.frazier@kutakrock.com (501)975-3122 Mr. Tony Bozynski, Director City of Little Rock KUTAK ROCK LLP SUITE 2000 124 WEST CAPITOL AVENUE LITTLE ROCK. AR 72201-3706 501-975-3000 FACSIMILE 501-975-3001 www.kutakrock.com August 17, 2015 Department of Planning and Development 723 W. Markham Little Rock, AR 72201 ATLANTA CHICAGO DENVER FAYETTEVILLE IRVINE KANSAS CITY LITTLE ROCK LOS ANGELES MINNEAPOLIS OKLAHOMA CITY OMAHA PHILADELPHIA RICHMOND SCOTTSDALE WASHINGTON WICHITA VIA HAND DELIVERY Re: Application of eStem Public Charter Schools, Inc. for Conditional Use Permit at 28t and Taylor Street and surrounding properties Dear Mr. Bozynski: Our firm represents eStem Public Charter Schools, Inc. ("Applicant") in connection with the enclosed Application for Conditional Use Permit. The Application requests the City of Little Rock to approve a Conditional Use Permit for the construction of a school of approximately 60,000 square feet to be used by the Applicant or its affiliates as a non-profit open -enrollment public charter school which operates through the authority of the Arkansas State Board of Education. The school anticipates an enrollment of up to 700 students and will initially be used for the education of 9th and 1 Oth grade students beginning in July 2017. In seeking development approval of the property as an educational institution, the Applicant is simultaneously filing a separate application for the abandonment of a part of Taylor Street and 2 alleys that are located on the property. The enclosed site plan shows that the school building will be built over the existing street and alleys. We request that these matters be heard by the Little Rock Planning Commission at the same time as the Application. The opening of a high school at this location is one facet of a collaborative agreement between the Applicant and the Board of Trustees of the University of Arkansas which will allow students and employees of eStem to attend classes for credit at the University of Arkansas at Little Rock ("UALR") and to avail themselves of the recreational, physical fitness, art, music and theater programs at UALR and in general to avail themselves of UALR's facilities in the same manner as employees and student of UALR. eStem and UALR anticipate many areas in which they will collaborate for the benefit of both educational institutions as well as the City and region. 4828-3439-0567.1 KUTAK ROCK LLP Mr. Tony Bozynski August 17, 2015 Page 2 Enclosed with this letter are the Application for Conditional Use Permit, the Petition for Abandonment of Public Right -of -Way, the ancillary documents required for both applications and checks for the requisite fling fees. We request that both applications be placed on the September 24, 2015 Planning Commission agenda. Thank you for your attention to this matter. If you have any questions or would like to discuss this matter in more detail, feel free to contact me. Sincerely, Rand . Fraai" er RBF/ams Enclosures 4828-3439-0567.1 SUBDIVISION COMMITTEE COMMENTS SEPTEMBER 2, 2015 ITEMNO.: 10. ESTEM PUBLIC CHARTER SCHOOL HIGH SCHOOL CONDITIONAL USE PERMIT NORTH SIDE OF THE 5500 & 5600 BLOCKS OF W. 28THSTREET (Z-9073) Planning Staff Comments: 1. Provide a copy of the Bill of Assurance for Cherry & Cox Addition. Response: Will Comply, see attached documents 2. Provide in writing the total number of class rooms by grade, the number of students and the number of employees. Response: There will be 15 classrooms per grade, for a total of 30. The school will have 750 students and 50 staff members. 3. Provide information on the proposed building; height, materials, roof.. Response: The building will be 3 stories in height from the lowest grade level; each story will be 14'-8" in height. The building will be comprised of brick, steel, glass, and metal wall panels. 4. Locate mechanical equipment and screening. Response: Refer to revised site plan 5. Provide details of dumpsters screening to comply with Code, dumpster pick-up should be limited to normal business hours (6:00 a.m. — 6:00 p.m.). Response: Refer to revised drawings for details. Pickup will comply with hours listed 6. Locate and describe all proposed fencing. Response: Refer to revised site plan 7. Provide signage plan. Response: Refer to revised site plan 8. Label building setbacks from property lines. Response: Refer to revised site plan 9. Describe use of outdoor recreation area. Response: The outdoor recreation area will be a mix of hardscape plaza and grass lawn. A basketball goal will be provided 10. Provide lighting plan; should be low-level and directional, aimed downward and into the site. Response: Refer to revised site plan. All site lighting will comply with requirements above. 11. Provide parking, drop-off/pick-up plan. Response: Refer to attached drawings 12. Will the building contain a gymnasium or cafeteria? Response: The building will have a large multi -purpose room that will provide convocation, recreation and dining opportunities. There will be no kitchen built as part of the project, all food provided will be catered. 13. Will there be activities at the site after normal school hours? Response: Like any school, eSTEM will have some afterhours events for parents, student organizations, etc. The frequency of such will vary throughout the year, but will be similar in number and duration as any other school would hold. Variance/Waivers: • Parking variance to allow use of off -site parking. Response: Refer to attach drawings for infonnation on intended locations • Reduced building setbacks. Response: Request to use "Mature Growth" modifier for building setbacks Public Works: 1. W 28th St is classified on the Master Street Plan as a collector street. A dedication of right-of-way 30 feet from centerline or a sufficient width to provide needed street improvements will be required. Response: Will Comply 2. S. Fillmore St is classified on the Master Street Plan as a commercial street. A dedication of right-of-way 30 feet from centerline or a sufficient width to provide needed street improvements will be required. Response: Will Comply 3. W. 27th St. is classified on the Master Street Plan as a commercial street. A dedication of right-of-way 30 feet from centerline or a sufficient width to provide needed street improvements will be required. Response: Will Comply 4. A 20 feet radial dedication of right-of-way is required at the intersection of W. 28th St and S. Fillmore St. Response: Will Comply 5. With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to W 28th St including 5-foot sidewalks with planned development. The new back of curb should be located to provide adequate street width to address the proposed traffic impact. Based on the findings of the traffic study, an EB left turn lane or WB right turn lane may be required to be provided on W. 28th St into the vehicle stack area west of S. Fillmore St. Consideration should be made to the driveway locations on the south side of W. 28th St. Response: Will Comply 6. With site development, provide design of street conforming to the Master Street Plan. Construct one-half street improvement to S. Fillmore St and W. 27th St. including 5- foot sidewalks with planned development. The new back of curb should be located 18 ft from centerline. Response: Will Comply 7. Submit a Traffic Impact Study for the proposed project. Study should address trip generation, trip distribution, and vehicle stack for the development and also should take into account existing and projected traffic growth. Turn movement counts at the signalized intersections should be included in the study. Response: Will Comply 8. Repair or replace any curb and gutter or sidewalk that is damaged in the public right-of- way prior to occupancy. Response: Will Comply 9. Striped pedestrian crossings should be provided at planned crossing locations. Response: Will Comply 10. A grading permit in accordance with section 29-186 (c) & (d) will be required prior to any land clearing or grading activities at the site. Other than residential subdivisions, site grading and drainage plans must be submitted and approved prior to the start of construction. Response: Will Comply 11. Provide a Sketch Grading and Drainage Plan per Sec. 29-186 (e). Response: Refer to attached drawings 12. Storm water detention ordinance applies to this property. Show the proposed location for stormwater detention facilities on the plan. Response: Refer to revised site plan 13. If disturbed area is 1 or more acres, obtain a NPDES storm water permit from the Arkansas Department of Environmental Quality prior to the start of construction. Response: Will Comply 14. Street Improvement plans shall include signage and striping. Public Works must approve completed plans prior to construction. Response: Will Comply 15. Drainage easements should be maintained in the right-of-way to convey storm water from adjacent property. Response: Will Comply 16. Damage to public and private property due to hauling operations or operation of construction related equipment from a nearby construction site shall be repaired by the responsible party prior to issuance of a certificate of occupancy. Response: Will Comply 17. Prior to construction of retaining walls, a engineer's certification of design and plans must be submitted to Public Works for approval. After construction, an as -built certification is required for construction of the retaining wall. Response: Will Comply Utilities and Fire Department/County Planning_ Little Rock Wastewater: Sewer easements must be retained until sewer relocations are complete and new easements are dedicated. Response: Will Comply Entergy: Entergy does not object to this conditional use. Overhead facilities are in place along the south side of West 28 h Street. Contact Entergy in advance regarding future service requirements to the development and future facilities locations as this project proceeds. Centerpoint Energy: No comments received. AT&T: No comments received. Central Arkansas Water: All Central Arkansas Water requirements in effect at the time of request for water service must be met. Response: Will Comply 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. Response: Will Comply If there are facilities that need to be adjusted and/or relocated, contact Central Arkansas Water. That work would be done at the expense of the developer. Response: Will Comply Contact Central Arkansas Water regarding the size and location of the water meter. 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. Response: Will Comply Fire sprinkler systems which do not contain additives such as antifreeze shall be isolated with a double detector check valve assembly. If additives are used, a reduced pressure zone backflow preventer shall be required. Response: Will Comply Fire Department: Maintain Access: Fire Hydrants. Maintain fire apparatus access roads at fire hydrant locations as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.1 Access road width with a hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet, exclusive of shoulders. Response: Will Comply Commercial anri Industrial Developments --- 2 paeans of access. - Maintain fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Response: Will Comply Section D104.1 Buildings exceeding three stories or 30 feet in height. Building or facilities exceeding 30 feet or three stories in height shall have at least two means of fare apparatus access for each structure. Section D104.2 Building exceeding 62,000 square feet in area. Buildings or facilities having a gross building area of more than 62,000 square feet shall be provide with two separate and approved fire apparatus access roads. Exception: Projects having a gross building area of up to 124,000 square feet that have a single approved fare apparatus access road when all building are equipped throughout with approved automatic sprinkler systems. D104.3 Remoteness. Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. Response: Will Comply 30' Tall Buildings - Maintain aerial fire apparatus access roads as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D105.1— D105.4 Response: Will Comply D105.1 Where Required. Where the vertical distance between the grade plane and the highest roof surface exceed 30', approved aerial fire apparatus access roads shall be provided. For the purposes of this section the highest roof surfaces shall be determined by measurement to the eave of a pitched roof, the intersection of a roof to the exterior wall, or the top of the parapet walls, whichever is greater. D105.2 Width. Aerial fire apparatus access roads shall have a minimum unobstructed with of 26', exclusive of shoulders, in the immediate vicinity of the building or portion thereof. D105.3 Proximity to building. At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fare code official. D105.4 Obstructions. Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be places with the approval of the fire code official. Gates Maintain fire apparatus access road gates as per Appendix D of the 2012 Arkansas Fire Prevention Code Vol. 1 Section D103.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the following criteria: 1. Minimum gate width shall be 20 feet. 2. Gates shall be of swinging or sliding type. 3. Construction of gates shall be of material that allow manual operation by one person. 4. Gate components shall be maintained in an operable condition at all times and replaces or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the keys to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval \by the fire code official 8. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates, intended for automatic operation shall be designed, constructed and installed to comply with requirements of ASTM F 2200. Response: Will Comply Fire Hydrants Locate Fire Hydrants as per Appendix C of the 2012 Arkansas Fire Prevention Code. Section C101 — C105, in conjunction with Central Arkansas Water (Daniel Tull 501-377-1245) and the Little Rock Fire Marshals Office (Capt. Tony Rhodes 501-918-3757 or Capt. John Hogue 501-918-3754). Number and Distribution of Fire Hydrants as per Table C105.1. Building Codes: Project is subject to full commercial plan review and approval prior to issuance of a building permit. For information on submittal requirements and the review process, contact a commercial plans examiner: Curtis Richey at 501.371.4724; crichey(ir littlerock.org or Mark Alderfer at 501.371.4875; malderfer @Iittlerock.org. Response: Will Comply County Planning: No comment. Rock Region METRO: A METRO bus route is located at 28th & Fair Park, just east of this site. Response: Pedestrian access will be provided to the bus stop. Planning Division: No comment. Landscape: Site plan must comply with the City's minimal landscape and buffer ordinance requirements. Screening requirements will need to be met for the vehicular use areas adjacent to street right-of- ways. Provide screening shrubs with an average linear spacing of not less at three (3) feet within the required landscape area. Provide trees with an average linear spacing of not less than thirty (30) feet. A perimeter planting strip is required along any side of a vehicular use area that abuts adjoining property or the right-of-way of any street. This strip shall be at least nine (9) feet wide. One (1) tree and three (3) shrubs or vines shall be planted for every thirty (30) linear feet of perimeter planting strip. The property is located in the City's designated mature area. A 25% reduction of the perimeter requirements is acceptable. Landscape areas shall be provided between the vehicular use area used for public parking and the general vicinity of the admin / rehab building, excluding truck loading or service areas not open to public parking. These areas shall be equal to an equivalent planter strip three (3) feet wide along the vehicular use area. An irrigation system shall be required for developments of one (1) acre or larger. 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 preserving trees of six (6) inch caliper or larger. Response: Will Comply Other: Submit responses to staff issues and four (4) copies of a revised site plan (if required) no later than Wednesday September 9, 2015. Required notices are to be sent via certified mail to all owners of properties located within two hundred (200) feet of the site no later than Wednesday September 9, 2015. The City -provided notice form must be used. Proof of notice is to be provided to staff no later than September 18, 2015. STANDARD ABSTRACT & TITLE COMPANY, INC. 3420 Old Cantrell Road (P.O. Box 7411) Little Rock, AR 72202 (72217) Phone: (501) 664-1300 Fax: (501) 604-2619 TO WHOM IT MAY CONCERN: Consistent with the information provided by you to us we find the following last apparent owner(s) of record of lands abutting upon on Taylor Street running North and South from West 27'�' Street, North and South, from West 27`h Street to West 28th Street AND the Alleys running, North and South, from West 27th Street to West 28th Street in Blocks 61 and 62, Cherry and Cox Addition in the City of Little Rock, Pulaski County, Arkansas, to be vested as follows: 1. All of Block 61, LESS AND EXCEPT Lot 8, Cherry and Cox Addition in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Board of Trustees of the University of Arkansas, 2801 South University Avenue — ADS, Little Rock, AR 72204) 2. Lot 8, Block 61, Cherry and Cox Addition in the City of Little Rock, Pulaski County, Arkansas. (OWNER - Katherine Martin Taylor, an unmarried person (sold'/2 undivided interest) to Byrdie Engle McSwain, as a joint tenant with the right of survivorship, not as tenant in common (as set out in Quitclaim Deed, filed November 23, 1993, and recorded as Instrument No. 93-81099); Byrdie McSwain, a single person to Jean M. Smith, Trustee or her successors in trust under the Chimney Rock Living Trust dated February 12, 2008, (as set out in Beneficiary Deed, filed May 8, 2008, and recorded as Instrument No. 2008031695); and Byrdie E. McSwain and Jean M. Smith, single persons, as joint tenants with right of survivorship to Byrdie E. McSwain and Jean M. Smith, Trustees of the Chimney Rock Living Trust dated February 12, 2008, (as set out in Correction Quitclaim Deed, filed June 2, 2008, and recorded as Instrument No. 2008037766), % Chimney Rock Living Trust, 4206 Robinwood Circle, Bryant, AR 72022) 3. All of Block 62, LESS AND EXCEPT Lot 8, Cherry and Cox Addition in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Board of Trustees of the University of Arkansas, 2801 South University Avenue — ADS, Little Rock, AR 72204) 4. Lot 8, Block 62, Cherry and Cox Addition in the City of Little Rock, Pulaski County, Arkansas. (OWNER — Roy Jackson, 2701 South Taylor Street, Little Rock, AR 72204) A map setting out the ownership configurations and Source Deeds are attached for your convenience and in substantiation of the above. Page -2- We will be happy, upon request, to provide certified copies of the aforementioned Documents and pertinent Plats, but it would appear to be an exercise of redundancy to do so at this time. Subject Taylor Street was generated and dedicated to the City of Little Rock, Pulaski County, Arkansas, in Plat and Bill of Assurance which are recorded in Plat Book 1, Page 66, records of Pulaski County, Arkansas, which do not contain reversionary rights therein. We trust this is the information you require and submit our Invoice for services herewith. Should you require anything further, please call us. 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 3`d day of August, 2015 at 11:30 A.M. STANDARD ABSTRACT AND TITLE COMPANY, INC. By A/ Amanda E. "Liz" Humphrey Vice President s/aeh SS-283 . N,W . m 9/9/15 E-STEM U.A.L.R. Campus Background The project location is on the north side of 28th street between Fillmore and Fair Park. The school will have 750 students (91n and loth grades). Drop-off and pick-up of the students will be in the parking lot west of the school. Students will cross Fillmore to the school. School will start for all 750 students at 8:00 AM and end at 3:30 for 375 students with the remaining student being dismissed at 5:00. All school traffic will be on 28th Street accessing Parking Lot 14 (west of Fillmore) and not on Fillmore or the neighborhood streets north of the school. Currently Parking Lot 14 has one access point on 28th and two access points on Fillmore. Both of the Fillmore access points will remain closed, so all school traffic will have to access the lot from 28th Street. Currently, there is not a left turn lane for eastbound traffic to access Parking Lot 14. There is a short left turn lane for westbound left to access Campus Drive West. The drop off time assumed during the AM peak hour is 19 seconds and the pickup time assumed during the PM peak hour is 44 seconds. These numbers were developed after watching and counting at multiple school locations including the downtown E-STEM campuses. Turning Movement Counts Turning movement counts were conducted at the following intersections. • University Avenue / 28th (9/2/15) • Campus Drive West / 28th (9/1/15) • Campus Drive East / 28th (9/1/15) • Fillmore / 28th (9/1/15) • Fair Park / 28th (9/2/15) • Fair Park / 29th (9/3/15) Future Traffic 2035 Existing traffic from the turning movement counts were forecast 20 years using a 0.5% growth rate to develop future traffic. The future traffic numbers were used to analyze the proposed future traffic to determine if how the traffic worked on the existing roadway geometry and if improvements were needed. City concerns... The City of Little Rock is concerned about the additional traffic added to the intersections of University & 28th, Fair Park & 28th and Fair Park & 29tn The City is also concerned with eastbound left turn traffic queuing to enter into Parking Lot 14. Scenarios Using ITE's Trip Generation Rates, the school will add 219 trips entering and 103 trips exiting in the AM and 86 trips entering and 174 trips exiting in the PM. The trips for the PM peak hour are only for the 375 students dismissed at 5:00 PM. Those trip generation numbers are 56 trips entering and 114 trips JACOBs exiting. The Jacobs team has developed two different scenarios. The first scenario uses the ITE's Trip Generation Rates listed above and the second scenario matches the entering trip with the exiting trips for the AM and matches the exiting trips with the entering trips for the PM. The second scenario is a much more conservative approach. To start, the numbers were not reduced to account for any public transportation or walkers (either living nearby or have parent/sibling on the UALR campus). Trip Distribution The generated trips for the school were assigned in the table below Location Percentage Percentage Percentage 60% from North from South University 60% 40% Avenue Fair Park 40% 60% 40% Proposed Improvements • Remove the westbound left turn lane at the Campus Drive West / 281h Intersection. During the AM peak hour there are 38 westbound lefts, and during the PM peak hour there are 51 westbound lefts. ■ Restripe 281n Street between Campus Drive West and the Parking Lot 14 intersection to add a eastbound left turn lane. Westbound left turns will need to turn from the westbound through lane at the Campus Drive West intersection. ■ Have parents enter Parking Lot 14 and proceed north. The parents will be allowed to use the midpoint break in the parking lot to return to the southeast corner of the parking lot. There they will drop-off/pick-up their student. The student will have to cross in front of the vehicle before the parent can move on. It is not ideal to have the students cross in front of the vehicle, but allows the remainder of the parking lot to be used to queue vehicles waiting to deliver and pick-up students. This will also help 28th Street to remain operational when school is starting and dismissing. ■ Re -time the traffic signal at Fair Park and 28th/29tn Currently at the Fair Park and 28tn Street intersection during the PM peak hour, the southbound traffic exceeds the time allotted by the traffic signal creating a backup that can extend 6 to 8 blocks (observed during the turning movement count and verified talking to multiple students and faculty). The long queue of southbound vehicle creates an uninterrupted flow of southbound vehicles and does not provide enough gaps for northbound lefts. The northbound left quickly fill the left turn lane and block the northbound through creating backups through the intersection at 291n I—P11L( S. Carney, Dana From: Frazier, Randal B. <randy.frazier@kutakrock.com> Sent: Thursday, November 5, 2015 10:18 AM To: Carney, Dana Subject: RE: E-stem Understood. Thanks for letting me know. Randy Frazier Kutak Rock LLP 124 W. Capitol Ave., Suite 2000 Little Rock, AR 72201 (501) 975-3122 (direct) (501) 975-3001 (fax) randy.frazier@kutakrock.com From: Carney, Dana [mailto:DCarney@littlerock.org] Sent: Thursday, November 05, 2015 9:56 AM To: Frazier, Randal B. Subject: E-stem Randy: We are going to request that the Commission defer E-stem to the Dec. 17 meeting. Staff has not had sufficient time to complete a study of the Traffic Study. Dana This E-mail message is confidential, is intended only for the named recipients above and may contain information that is privileged, attorney work product or otherwise protected by applicable law. If you have received this message in error, please notify the sender at 402-346-6000 and delete this E-mail message. Thank you. Carney, Dana From: Banihatti, Nat Sent: Wednesday, November 4, 2015 3:19 PM To: Floriani, Vince Cc: James, Donna; Carney, Dana; Honeywell, Jon; Loe, Ronny; Vines, Brian; Henry, Bill Subject: RE: ESTEM Traffic Vince: A review of the updated study and the model indicates that some of the major traffic problems have been addressed by the use of three adjacent lots. In addition to the recommendations in the study, following items need to be included as requirements: 1. Improvements still need to be made at the intersection of Fair Park and 281h St. A southbound right -turn lane (200 ft, with taper) needs to be constructed and signal pole(s), detection system need to be upgraded as needed. 2. A side -walk needs to be constructed for 28' St. on the north -side (between 28th and Lot 14) 3. Campus Dr. drop-off zone does not have a side -walk connecting to 28th St. A side -walk needs to be constructed. 4. A new EXIT ONLY drive needs to be constructed for Lot 14 as recommended in the circulation schematic. in summary, Traffic Engineering is OK with the general concept. This is NOT a final approval of the roadway design and the Engineer has been advised of that. -Nat From: Floriani, Vince Sent: Wednesday, November 04, 2015 11:03 AM To: Banihatti, Nat Subject: FW: ESTEM Traffic Are students going to assigned to the different drop off/pick up locations? If not, the parent will take the student to the fastest location. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Vines, Brian L. mailto:Brian.Vines iacobs.com] Sent: Tuesday, November 03, 2015 9:38 PM To: Banihatti, Nat; Henry, Bill Cc: James Meyer; John Greer 0greer@WERarch.com); Eadavalli, Vinod; Floriani, Vince; James, Donna Subject: RE: ESTEM Traffic Nat, Attached is the modified report. Let me know if you need anything else. Were you able to download the AVI files of the models? Thanks, Brian From: Banihatti, Nat[mailto:NBanihatti@littlerock.o[g] Sent: Tuesday, November 03, 2015 9:25 AM To: Vines, Brian L.; Henry, Bill Cc: James Meyer; John Greer (jgreer@WERarch.com); Eadavalli, Vinod; Floriani, Vince (SharePoint); James, Donna Subject: RE: ESTEM Traffic Brian (or James): I took a perfunctory look at the report. Other than the attached EXCEL spread -sheet, there is no language about additional drop-off/pick-up areas (i.e. Campus Dive , Lot 15 ) Please include the updated information about this in the report along with some basic information on how the school plans to implement it. -Nat From: Vines, Brian L. [mailto:Brian.Vines acobs.com] Sent: Monday, November 02, 2015 10:50 PM To: Henry, Bill; Banihatti, Nat Cc: James Meyer; John Greer (igreer(dWERarch.com); Eadavalli, Vinod Subject: ESTEM Traffic Bill/Nat, Here is the latest report and supporting data. Vinod will be sending the AVI files tomorrow. Please review and let me know if you need any additional information. Thanks, Brian NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited, If you have received this message in error, please notify pis immediately by replying to the message and deleting it from your computer, Carney, Dana From: Floriani, Vince Sent: Tuesday, October 13, 2015 10:24 AM To: Carney, Dana Subject: RE: eSTEM on 28th According to Nat nothing new has been submitted. He will contact Brian Vines to check the status. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Carney, Dana Sent: Monday, October 12, 2015 3:16 PM To: Floriani, Vince Subject: eSTEM on 28th Vince: where are we on the 28th street charter school app? Do they need to come to Wednesday's subdivision Committee meeting? Dana Carney, Dana From: Carney, Dana Sent: Tuesday, September 22, 2015 3:01 PM To: Frazier, Randal B. (randy.frazier@kutakrock.com) Subject: FW: eStem at UALR From: Floriani, Vince Sent: Tuesday, September 22, 2015 2:06 PM To: Carney, Dana <DCarney@littlerock.org>; Banihatti, Nat <NBanihatti@littlerock.org> Subject: FW: eStem at UALR Dana, Also include the #4 as shown below: Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Banihatti, Nat Sent: Tuesday, September 22, 2015 1:43 PM To: Floriani, Vince; Carney, Dana; Bozynski, Tony Cc: Honeywell, ]on; Henry, Bill; Loe, Ronny; Hood, Mike Subject: eStem at UALR Traffic Staff recommends that this item be deferred because of the following 1. Since the Traffic Simulation model submitted did not include key pedestrian crossings on 28th Street, traffic flow cannot be accurately portrayed in the model. Because this is a University Campus, significant pedestrian traffic should be expected, which will interrupt vehicular traffic flow frequently. Without this information, model will be biased to show uninterrupted flow on 28th St. 2. Consultant has agreed to obtain pedestrian counts along 28th St. and include it in the model. Staff needs sufficient time to verify the data and the new model. 3. Staff is also obtaining additional data for 28th Street in the form of video footage and possibly, turn movement counts, for internal verification of existing traffic conditions on 28th Street between University and Fair Park. Because of existing queuing problems on Fair Park at 28th, new turn movement counts and video footage will have to be acquired to see the effect of additional traffic at this intersection. 4. An official agreement from UALR allowing permanent usage of parking lot for school traffic has not been provided. Carney, Dana From: Banihatti, Nat Sent: Tuesday, September 22, 2015 9:32 AM To: Floriani, Vince Cc: Carney, Dana; Henry, Bill Subject: RE: e-Stem Prliminary comments We need at least another week or two to gather more data on existing conditions for 28'h St. We cannot give our recommendations without checking the existing conditions on 28th St. We have been told by our technicians that 28th St. between University and Fair Park backs up frequently with existing traffic. We are going to verify this with Miovision video footage. We do not have enough time and consultant is trying to provide more information on the traffic modelling today and we need time to review. Actually, 281h St. is backed right now as I am typing this e-mail (see attached). However, consultant's model shows no problems even with additional school traffic. PIP h S� ti _:qz From: Floriani, Vince Sent: Tuesday, September 22, 2015 8:48 AM To: Banihatti, Nat Subject: RE: a -Stem Prliminary comments Does staff need to meet tomorrow? Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 n INS [:C' � ieY.• h.Ky 5�.}�� 3 From: Banihatti, Nat Sent: Monday, September 21, 2015 1:25 PM To: 'James Meyer' Cc: Floriani, Vince; Carney, Dana; Brian Vines; Henry, Bill Subject: RE: a -Stem Prliminary comments James/Brian: We need the model to run for the entire duration. Also, we can't arbitrarily reduce the pick-up times to adjust the queuing in the model. Please continue to use the data that you obtained at downtown e-Stem. From my calculation for the model you have submitted- of the 319 total, 187 cars are still in the lot after 30 minutes. This shows that 132 cars have exited the system after 30 minutes. At the end of 1 hour, there will be 55 cars still in the lot and the next group of 319 cars will have arrived. So the total number of cars is 374 which will require a queuing space of close to 10,000 ft. This cannot be accommodated in the parking lot. There will be queuing on 28th St. and possibly past Fair Park and University intersections. -Nat From: James Meyer [mailto:imeyer@werarch.com] Sent: Monday, September 21, 2015 1:10 PM To: Banihatti, Nat Cc: Floriani, Vince; Carney, Dana; Brian Vines Subject: Re: a -Stem Prliminary comments Nat, Apologies for not calling this out specifically. As indicated by the max and median time through the lot, the wait time is much shorter than indicated by your question. The time per car has been shortened to 20 secs through the use a parking lot monitor to radio ahead students names and by loading/unloading multiple cars at a time. Brian can provide more information if needed. Thanks, James Sent from my iPhone On Sep 21, 2015, at 11:49 AM, Banihatti, Nat <NBanihatti@littlerock.org> wrote: James: Following question remains unanswered. The simulation model submitted shows that, at the end of the 30 minute period for afternoon pick-up, the parking lot is still packed all the way to 28th St. (as shown in the attached). Approximately, 187 cars are seen inside the parking lot. Study states that an average time of 45 seconds is used per student. How long is it going to take to clear this traffic before the next group is dismissed? 187x45 = 8415 seconds (or 2.3 hours)? It looks very likely that the next group will start queuing on 281h St. <image002.jpg> From: James Meyer [mailto: me er werarch.com] Sent: Monday, September 21, 2015 10:38 AM To: Floriani, Vince; Banihatti, Nat; Honeywell, Jon; Carney, Dana Cc: brian.vines acobs.com; John Greer; 'mmilhollen@estemlr.riet'; 'dlmilla ualr.edu'; randy.frazier@kutakrock.com Subject: RE: a -Stem Prliminary comments Vince, I have narrowed down the list of folks on this email, please feel free to forward to along as needed within your or other city departments. Please refer to the attached files for our responses to the questions and comments below. Also included are a Vicinity Map, Flow Schematic, and Trip Generation information. Please let us know if you feel any question has not been addressed. Thank you for your time, <image003.png> From: Floriani, Vince [ma iIto: VFlorianii@littlerock.org] Sent: Thursday, September 17, 2015 9:03 AM To: Honeywell, Jon; Loe, Ronny; Bozynski, Tony; Carney, Dana; Hood, Mike; Robert Brown (rbrown dam Ir.com); John Greer; rrcopeland@ualr.edu; Vines, Brian; James Meyer; randy.frazier kutakrock.com; 'mmilhollen(destemlr.net'; 'dlmilla ualnedu' Cc: Banihatti, Nat; Henry, Bill; Moore, Monte Subject: FW: a -Stem Prliminary comments Gentlemen, Below is questions and comments from the City of Little staff on the E-Stem School Traffic Study. Please review and address these comments. City staff cannot recommend approval of the school to the Little Rock Planning Commission until the questions and comments are sufficiently addressed. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Banihatti, Nat Sent: Wednesday, September 16, 2015 12:33 PM To: Floriani, Vince Cc: Henry, Bill; Herbner, Travis Subject: a -Stem Prliminary comments Gentlemen, Below are the comments on the E-Stem School Traffic Study: Additions requested to be made to the Traffic Study to show the following: Provide a site plan showing the school and surrounding street system Provide a map showing key intersections with directional existing and proposed distribution and existing and proposed turn movement counts Provide a preliminary plan with traffic circulation plan (paths with directional arrows, pick-up/drop off zones, crosswalks, sidewalks, and student waiting areas) Traffic Issues: 1. Proposed drop-off and pick-up plan requires students to cross school traffic and Fillmore Street with vehicles to access the school. This creates an unsafe situation for students as well as interrupts traffic flow. 2. Current lay -out using the parking lot driveway for entry and exit create 4-way intersections within Lot 14 and another at Lot 14 and 28th St. where exiting traffic has to cross entering traffic 3. Drop-off area and the school are separated by a steep grade. 4. Study does not provide information on where the students wait for pick-up. Where do students wait in during inclement weather? Specific information is needed on the pick-up procedures. 5. Current plan uses the entire parking lot for double -stacking of cars rendering the lot unusable for parking. School cannot function if the parking lot is needed for parking purposes. Official agreement between UALR, a -Stem, & CLR allowing permanent usage of parking lot for school traffic, is required. 6. Proposal to convert the existing westbound left -turn lane on 28th St. to eastbound left -turn lane has the potential to gridlock the intersections of 28th and Campus Dr. 7. Study needs to provide information on the average and maximum time for a vehicle to enter and exit the parking Lot 14. 8. If the wait -times are excessive, parents will use the adjacent streets to drop-off and pick up students. This will affect the residents in the neighborhood. 9. Study needs to provide specific information on where and when police assistance will be used. 10. W. 28" St is 31 ft wide from back of curb to back of curb with 3 proposed lanes. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works Carney, Dana From: Banihatti, Nat Sent: Monday, September 21, 2015 1:25 PM To: 'James Meyer' Cc: Floriani, Vince; Carney, Dana; Brian Vines; Henry, Bill Subject: RE: e-Stem Prliminary comments James/Brian: We need the model to run for the entire duration. Also, we can't arbitrarily reduce the pick-up times to adjust the queuing in the model. Please continue to use the data that you obtained at downtown e-Stem. From my calculation for the model you have submitted- of the 319 total, 187 cars are still in the lot after 30 minutes. This shows that 132 cars have exited the system after 30 minutes. At the end of 1 hour, there will be 55 cars still in the lot and the next group of 319 cars will have arrived. So the total number of cars is 374 which will require a queuing space of close to 10,000 ft. This cannot be accommodated in the parking lot. There will be queuing on 28th St. and possibly past Fair Park and University intersections. -Nat From: James Meyer [mailto:jmeyer@werarch.com] Sent: Monday, September 21, 2015 1:10 PM To: Banihatti, Nat Cc: Floriani, Vince; Carney, Dana; Brian Vines Subject: Re: a -Stem Prliminary comments Nat, Apologies for not calling this out specifically. As indicated by the max and median time through the lot, the wait time is much shorter than indicated by your question. The time per car has been shortened to 20 secs through the use a parking lot monitor to radio ahead students names and by loading/unloading multiple cars at a time. Brian can provide more information if needed. Thanks, James Sent from my iPhone On Sep 21, 2015, at 11:49 AM, Banihatti, Nat <NBanihatti@littlerock.org> wrote: James: Following question remains unanswered. The simulation model submitted shows that, at the end of the 30 minute period for afternoon pick-up, the parking lot is still packed all the way to 28th St. (as shown in the attached). Approximately, 187 cars are seen inside the parking lot. Study states that an average time of 45 seconds is used per student. How long is it going to take to clear this traffic before the next group is dismissed? 187x45 = 8415 seconds (or 2.3 hours)? It looks very likely that the next group will start queuing on 28`h St. <image002.jpg> From: James Meyer fmailtoJmeyer@werarch.com] Sent: Monday, September 21, 2015 10:38 AM To: Floriani, Vince; Banihatti, Nat; Honeywell, Jon; Carney, Dana Cc: brian.vinesMacobs.com; John Greer; 'mmilhollenCaestemlr.net'; 'dlmiRay(ftalr.edu'; ra ndy. Frazier@ kutokrock.com Subject: RE: a -Stem Prliminary comments Vince, I have narrowed down the list of folks on this email, please feel free to forward to along as needed within your or other city departments. Please refer to the attached files for our responses to the questions and comments below. Also included are a Vicinity Map, Flow Schematic, and Trip Generation information. Please let us know if you feel any question has not been addressed. Thank you for your time, <image003.png> From: Floriani, Vince[mailto:VFlorianiOlittlerock.org] Sent: Thursday, September 17, 2015 9:03 AM To: Honeywell, Jon; Loe, Ronny; Bozynski, Tony; Carney, Dana; Hood, Mike; Robert Brown (rbrown@dci- Ir.com); John Greer; rrcopelandgaualr.edu; Vines, Brian; James Meyer; randx.frazier@kutakrock.com; 'mmilhollen@estemlr.net'; 'dlmilla&ualr.edu' Cc: Banihatti, Nat; Henry, Bill; Moore, Monte Subject: FW: a -Stem Prliminary comments Gentlemen, Below is questions and comments from the City of Little staff on the E-Stem School Traffic Study. Please review and address these comments. City staff cannot recommend approval of the school to the Little Rock Planning Commission until the questions and comments are sufficiently addressed. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St, Little Rock, Arkansas 72201 501-371-4817 From: Banihatti, Nat Sent: Wednesday, September 16, 2015 12:33 PM To: Floriani, Vince Cc: Henry, Bill; Herbner, Travis Subject: a -Stem Prliminary comments Gentlemen, Below are the comments on the E-Stem School Traffic Study: Additions requested to be made to the Traffic Study to show the following: 1. Provide a site plan showing the school and surrounding street system 2. Provide a map showing key intersections with directional existing and proposed distribution and existing and proposed turn movement counts 3. Provide a preliminary plan with traffic circulation plan (paths with directional arrows, pick-up/drop off zones, crosswalks, sidewalks, and student waiting areas) Traffic Issues: 1. Proposed drop-off and pick-up plan requires students to cross school traffic and Fillmore Street with vehicles to access the school. This creates an unsafe situation for students as well as interrupts traffic flow. 2. Current lay -out using the parking lot driveway for entry and exit create 4-way intersections within Lot 14 and another at Lot 14 and 28th St. where exiting traffic has to cross entering traffic 3. Drop-off area and the school are separated by a steep grade. 4. Study does not provide information on where the students wait for pick-up. Where do students wait in during inclement weather? Specific information is needed on the pick-up procedures. 5. Current plan uses the entire parking lot for double -stacking of cars rendering the lot unusable for parking. School cannot function if the parking lot is needed for parking purposes. Official agreement between UALR, a -Stem, & CLR allowing permanent usage of parking lot for school traffic, is required. 6. Proposal to convert the existing westbound left -turn lane on 28th St. to eastbound left -turn lane has the potential to gridlock the intersections of 28th and Campus Dr. 7. Study needs to provide information on the average and maximum time for a vehicle to enter and exit the parking Lot 14. 8. If the wait -times are excessive, parents will use the adjacent streets to drop-off and pick up students. This will affect the residents in the neighborhood. 9. Study needs to provide specific information on where and when police assistance will be used. io. W. 281" St is 31 ft wide from back of curb to back of curb with 3 proposed lanes. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works Carney, Dana From: Banihatti, Nat Sent: Monday, September 21, 2015 11:50 AM To: 'James Meyer' Cc: Floriani, Vince; Carney, Dana Subject: RE: e-Stem Prliminary comments James: Following question remains unanswered. The simulation model submitted shows that, at the end of the 30 minute period for afternoon pick-up, the parking lot is still packed all the way to 281h St. (as shown in the attached). Approximately, 187 cars are seen inside the parking lot. Study states that an average time of 45 seconds is used per student. How long is it going to take to clear this traffic before the next group is dismissed? 187x45 = 8415 seconds (or 2.3 hours)? It looks very likely that the next group will start queuing on 28th St. From: James Meyer [mailto:jmeyer@werarch.com] Sent: Monday, September 21, 2015 10:38 AM To: Floriani, Vince; Banihatti, Nat; Honeywell, Jon; Carney, Dana Cc: brian.vines@jacobs.com; John Greer; 'mmilhollen@estemlr.net'; 'dlmillay@ualr.edu'; randy.frazier@kutakrock.com Subject: RE: a -Stem Prliminary comments Vince, I have narrowed down the list of folks on this email, please feel free to forward to along as needed within your or other city departments. Please refer to the attached files for our responses to the questions and comments below. Also included are a Vicinity Map, Flow Schematic, and Trip Generation information. Please let us know if you feel any question has not been addressed. Thank you for your time, JAME,S MEYERr.�;, ASSOCIATE 90'NES; THIRa7 ff1711FC' f.:TTI.�;%>:: AR 000 From: Floriani, Vince[mailto:VFlorian[@littlerock.orc] Sent: Thursday, September 17, 2015 9:03 AM To: Honeywell, Jon; Loe, Ronny; Bozynski, Tony; Carney, Dana; Hood, Mike; Robert Brown (rbrown(&dcidr.corn); John Greer; rrcopeland@ualr.edu; Vines, Brian; James Meyer; rand .frazier kutakrock.com; 'mmilhollen@estemlr.net'; 'dlmillay@ualr.edu' Cc: Banihatti, Nat; Henry, Bill; Moore, Monte Subject: FW: a -Stem Prliminary comments Gentlemen, Below is questions and comments from the City of Little staff on the E-Stem School Traffic Study. Please review and address these comments. City staff cannot recommend approval of the school to the Little Rock Planning Commission until the questions and comments are sufficiently addressed. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Banihatti, Nat Sent: Wednesday, September 16, 2015 12:33 PM To: Floriani, Vince Cc: Henry, Bill; Herbner, Travis Subject: a -Stem Prliminary comments Gentlemen, Below are the comments on the E-Stem School Traffic Study: Additions requested to be made to the Traffic Study to show the following: 1. Provide a site plan showing the school and surrounding street system 2. Provide a map showing key intersections with directional existing and proposed distribution and existing and proposed turn movement counts 3. Provide a preliminary plan with traffic circulation plan (paths with directional arrows, pick- up/drop off zones, crosswalks, sidewalks, and student waiting areas) Traffic Issues: 1. Proposed drop-off and pick-up plan requires students to cross school traffic and Fillmore Street with vehicles to access the school. This creates an unsafe situation for students as well as interrupts traffic flow. 2. Current lay -out using the parking lot driveway for entry and exit create 4-way intersections within Lot 14 and another at Lot 14 and 28th St. where exiting traffic has to cross entering traffic 3. Drop-off area and the school are separated by a steep grade. 4. Study does not provide information on where the students wait for pick-up. Where do students wait in during inclement weather? Specific information is needed on the pick-up procedures. 5. Current plan uses the entire parking lot for double -stacking of cars rendering the lot unusable for parking. School cannot function if the parking lot is needed for parking purposes. Official agreement between UALR, a -Stem, & CLR allowing permanent usage of parking lot for school traffic, is required. 6. Proposal to convert the existing westbound left -turn lane on 28th St. to eastbound left -turn lane has the potential to gridlock the intersections of 28th and Campus Dr. 7. Study needs to provide information on the average and maximum time for a vehicle to enter and exit the parking Lot 14. 8. If the wait -times are excessive, parents will use the adjacent streets to drop-off and pick up students. This will affect the residents in the neighborhood. 9. Study needs to provide specific information on where and when police assistance will be used. 10. W. 28th St is 31 ft wide from back of curb to back of curb with 3 proposed lanes. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works Carney, Dana From: Banihatti, Nat Sent: Thursday, September 17, 2015 1:18 PM To: Floriani, Vince; Bozynski, Tony; Carney, Dana; Hood, Mike; Robert Brown (rbrown@dci- Ir.com); 'jgreer@werarch.com'; rrcopeland@ualr.edu; Vines, Brian; James Meyer Qmeyer@werarch.com); randy.frazier@kutakrock.com; 'mmilhollen@estemlr.net'; 'dlmillay@ualr.edu' Cc: Henry, Bill; Moore, Monte Subject: RE: e-Stem Prliminary comments Also, the simulation model submitted shows that, at the end of the 30 minute period for afternoon pick-up, the parking lot is still packed all the way to 28'h St. (as shown in the attached). Approximately, 187 cars are seen inside the parking lot. Study states that an average time of 45 seconds is used per student. How long is it going to take to clear this traffic before the next group is dismissed? 187x45 = 8415 seconds (or 2.3 hours)? It looks very likely that the next group will start queuing on 281h St. From: Floriani, Vince Sent: Thursday, September 17, 2015 9:03 AM To: Honeywell, Jon; Loe, Ronny; Bozynski, Tony; Carney, Dana; Hood, Mike; Robert Brown (rbrown@dci-Ir.com); Jgreer@werarch.com'; rrcopeland@ualr.edu; Vines, Brian; James Meyer ameyer@werarch.com); randy.frazier@kutakrock.com; 'mmilhollen@estemlr.net'; 'dlmillay@ualr.edu' Cc: Banihatti, Nat; Henry, Bill; Moore, Monte Subject: FW: e-Stem Prliminary comments Gentlemen, Below is questions and comments from the City of Little staff on the E-Stem School Traffic Study. Please review and address these comments. City staff cannot recommend approval of the school to the Little Rock Planning Commission until the questions and comments are sufficiently addressed. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Banihatti, Nat Sent: Wednesday, September 16, 2015 12:33 PM To: Floriani, Vince Cc: Henry, Bill; Herbner, Travis Subject: e-Stem Prliminary comments Gentlemen, Below are the comments on the E-Stem School Traffic Study: Additions requested to be made to the Traffic Study to show the following: 1. Provide a site plan showing the school and surrounding street system 2. Provide a map showing key intersections with directional existing and proposed distribution and existing and proposed turn movement counts 3. Provide a preliminary plan with traffic circulation plan (paths with directional arrows, pick- up/drop off zones, crosswalks, sidewalks, and student waiting areas) Traffic Issues: 1. Proposed drop-off and pick-up plan requires students to cross school traffic and Fillmore Street with vehicles to access the school. This creates an unsafe situation for students as well as interrupts traffic flow. 2. Current lay -out using the parking lot driveway for entry and exit create 4-way intersections within Lot 14 and another at Lot 14 and 281h St. where exiting traffic has to cross entering traffic 3. Drop-off area and the school are separated by a steep grade. 4. Study does not provide information on where the students wait for pick-up. Where do students wait in during inclement weather? Specific information is needed on the pick-up procedures. 5. Current plan uses the entire parking lot for double -stacking of cars rendering the lot unusable for parking. School cannot function if the parking lot is needed for parking purposes. Official agreement between UALR, a -Stem, & CLR allowing permanent usage of parking lot for school traffic, is required. 6. Proposal to convert the existing westbound left -turn lane on 28th St. to eastbound left -turn lane has the potential to gridlock the intersections of 28th and Campus Dr. 7. Study needs to provide information on the average and maximum time for a vehicle to enter and exit the parking Lot 14. 8. If the wait -times are excessive, parents will use the adjacent streets to drop-off and pick up students. This will affect the residents in the neighborhood. 9. Study needs to provide specific information on where and when police assistance will be used. 10. W. 28th St is 31 ft wide from back of curb to back of curb with 3 proposed lanes. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works Carney, Dana From: Floriani, Vince Sent: Thursday, September 17, 2015 9:03 AM To: Honeywell, Jon; Loe, Ronny; Bozynski, Tony; Carney, Dana; Hood, Mike; Robert Brown (rbrown@dci-Ir.com); 'Jgreer@werarch.com'; rrcopeland@ualr.edu; Vines, Brian; James Meyer Qmeyer@werarch.com); randy.frazier@kutakrock.com; 'mmilhollen@estemlr.net'; 'dlmillay@ualr.edu' Cc: Banihatti, Nat; Henry, Bill; Moore, Monte Subject: FW: e-Stem Prliminary comments Gentlemen, Below is questions and comments from the City of Little staff on the E-Stem School Traffic Study. Please review and address these comments. City staff cannot recommend approval of the school to the Little Rock Planning Commission until the questions and comments are sufficiently addressed. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Banihatti, Nat Sent: Wednesday, September 16, 2015 12:33 PM To: Floriani, Vince Cc: Henry, Bill; Herbner, Travis Subject: a -Stem Prliminary comments Gentlemen, Below are the comments on the E-Stem School Traffic Study: Additions requested to be made to the Traffic Study to show the following: 1. Provide a site plan showing the school and surrounding street system 2. Provide a map showing key intersections with directional existing and proposed distribution and existing and proposed turn movement counts 3. Provide a preliminary plan with traffic circulation plan (paths with directional arrows, pick- up/drop off zones, crosswalks, sidewalks, and student waiting areas) Traffic Issues: 1. Proposed drop-off and pick-up plan requires students to cross school traffic and Fillmore Street with vehicles to access the school. This creates an unsafe situation for students as well as interrupts traffic flow. 2. Current lay -out using the parking lot driveway for entry and exit create 4-way intersections within Lot 14 and another at Lot 14 and 28th St. where exiting traffic has to cross entering traffic 3. Drop-off area and the school are separated by a steep grade. 4. Study does not provide information on where the students wait for pick-up. Where do students wait in during inclement weather? Specific information is needed on the pick-up procedures. 5. Current plan uses the entire parking lot for double -stacking of cars rendering the lot unusable for parking. School cannot function if the parking lot is needed for parking purposes. Official agreement between UALR, e-Stem, & CLR allowing permanent usage of parking lot for school traffic, is required. 6. Proposal to convert the existing westbound left -turn lane on 28th St. to eastbound left -turn lane has the potential to gridlock the intersections of 28th and Campus Dr. 7. Study needs to provide information on the average and maximum time for a vehicle to enter and exit the parking Lot 14. 8. If the wait -times are excessive, parents will use the adjacent streets to drop-off and pick up students. This will affect the residents in the neighborhood. 9. Study needs to provide specific information on where and when police assistance will be used. 10. W. 28th St is 31 ft wide from back of curb to back of curb with 3 proposed lanes. If you have any questions or desire additional information, please do not hesitate to contact Nat Banihatti at 501-379-1818 or me at 501-371-4817. Thanks, Vince Floriani, P.E. Little Rock Public Works Floriani, Vince From: Banihatti, Nat Sent: Friday, September 11, 2015 1:21 PM To: Floriani, Vince Cc: Henry, Bill; Honeywell, Jon; Loe, Ronny; Hood, Mike; H Subject: a -Stem Charter School Here are the important numbers from the study: Total enrollment — 750 students Percent using Public Transportation/walking/siblings sharing same cars- 15% Estimated Trips — 638 for AM and 638 for PM Txt� W,eA, *A - Since system can't handle 638 trips, they are proposing to stagger them into two groups of 319 (may not be possible achieve exactly) and use dual stacking lanes in the parking lots. No information on stagger times. Directional divide- 60% using University and 40% using Fair Park Here are TE preliminary comments: 1. Provide a site plan showing the school and surrounding street system 2. Provide a map showing key intersections with current and projected turn movement counts 3. Provide a schematic with traffic circulation plan (paths with directional arrows and drop off zones) 4. Provide specific information on the staggered arrival and departure times. Experience at other charter schools has shown that a minimum stagger time of 25 minutes, and a recommended time of 50 minutes, is required to prevent parents from arriving early and waiting. 5. Use of dual stack lanes in the parking lots will render the lots unusable during drop-off and pick-up times. 6. Dropping of students on the other side of the school requires them to cross traffic, which is not safe and will also interrupt traffic flow. 7. Providing an eastbound left -turn lane between campus drive and Parking Lot 14 will result in a turn bay of about 180 ft., which can store only 8 cars. There is a possibility the eastbound left - turn queue extends past the intersection of 28th and Campus Dr. thereby blocking westbound left -turns onto Campus Dr. and westbound thru traffic thru traffic, until the intersection is cleared. This also has the potential to create gridlock and increase delay for people who use the bigger parking lot on the north. 8. Provide specific information on locations where police assistance will be used. Will have more comments after internal staff meeting. 9/9/15 E-STEM U.A.L.R. Campus Background The project location is on the north side of 28th street between Fillmore and Fair Park. The school will have 750 students (9th and 10th grades). Drop-off and pick-up of the students will be in the parking lot west of the school. Students will cross Fillmore to the school. School will start for all 750 students at 8:00 AM and end at 3:30 for 375 students with the remaining student being dismissed at 5:00. All school traffic will be on 28th Street accessing Parking Lot 14 (west of Fillmore) and not on Fillmore or the neighborhood streets north of the school. Currently Parking Lot 14 has one access point on 28th and two access points on Fillmore. Both of the Fillmore access points will remain closed, so all school traffic will have to access the lot from 28th Street. Currently, there is not a left turn lane for eastbound traffic to access Parking Lot 14. There is a short left turn lane for westbound left to access Campus Drive West. The drop off time assumed during the AM peak hour is 19 seconds and the pickup time assumed during the PM peak hour is 44 seconds. These numbers were developed after watching and counting at multiple school locations including the downtown E-STEM campuses. Turning Movement Counts Turning movement counts were conducted at the following intersections. • University Avenue / 28th (9/2/15) ■ Campus Drive West / 28th (9/1/15) • Campus Drive East / 28th (9/1/15) • Fillmore / 28th (9/1/15) ■ Fair Park / 28th (9/2/15) • Fair Park / 29th (9/3/15) Future Traffic 2035 Existing traffic from the turning movement counts were forecast 20 years using a 0.5% growth rate to develop future traffic. The future traffic numbers were used to analyze the proposed future traffic to determine if how the traffic worked on the existing roadway geometry and if improvements were needed. City concerns... The City of Little Rock is concerned about the additional traffic added to the intersections of University & 28th, Fair Park & 28th and Fair Park & 29tn The City is also concerned with eastbound left turn traffic queuing to enter into Parking Lot 14. JACOBS Trip Generation ITE's Trip Generation Rates do not address the number trips a charter school will add. There will not be a school bus population at the school. Students will arrive via parents, public transportation, walking, carpooling, and multiple students per household. For the last two years, the E-Stem downtown campuses have averaged 10% of their students using public transportation, and additional 1% (of 10th graders) drove to school. No data at this time for the number of walkers, siblings and carpoolers. Numbers will vary year to year. Based on the provided data, a reduction of 15% from the student population for parent delivery and pick-up should be a reasonable assumption to develop trips for the development. The school will add 638 trips entering and 638 trips exiting in the AM and 638 trips entering and 638 trips exiting in the PM. To accommodate the 638 trips, the school will utilize two start times (319 trips entering and 319 trips exiting per start time) and dismissal times (319 trips entering and 319 trips exiting per dismissal time). Trip Distribution The generated trips for the school were assigned in the table below Location Percentage Percentage Percentage from North from South University 60% 60% 40% Avenue Fair Park 40% 60% 40% Proposed Improvements After modeling the AM and PM peak hours, the following improvements/changes will need to be made to optimize the arrival and departure of students to the school. • Remove the westbound left turn lane at the Campus Drive West / 28th Intersection. During the AM peak hour there are 38 westbound lefts, and during the PM peak hour there are 51 westbound lefts. • Restripe 28th Street between Campus Drive West and the Parking Lot 14 intersection to add a eastbound left turn lane. Westbound left turns will need to turn from the westbound through lane at the Campus Drive West intersection. • Have parents enter Parking Lot 14 and proceed north. The parents will be allowed to use the midpoint break in the parking lot to return to the southeast corner of the parking lot. There they will drop-off/pick-up their student. The student will have to cross in front of the vehicle before the parent can move on. It is not ideal to have the students cross in front of the vehicle, but allows the remainder of the parking lot to be used to queue vehicles waiting to deliver and pick-up students. The queue in the parking lot will need to utilize two lines of traffic to deliver the students and create enough queuing distance in the parking lot (a 100' unloading zone will need to be marked off for unloading the students — this area will not have the double line. This will also help 28th Street to remain operational when school is starting and dismissing. For the PM dismissal during the peak hour, 45 seconds per student was used and loading 5 vehicles at a time to move the queuing traffic through the parking lot faster. A school representative will JACOBS need to be posted at the entrance of the parking lot to radio ahead so the students will be ready when the car arrives. This should also decrease the 45 seconds per student used in the model. Re -time the traffic signal at Fair Park and 28th/29th Currently at the Fair Park and 28th Street intersection during the PM peak hour, the southbound traffic exceeds the time allotted by the traffic signal creating a backup that can extend 6 to 8 blocks (observed during the turning movement count and verified talking to multiple students and faculty). The long queue of southbound vehicle creates an uninterrupted flow of southbound vehicles and does not provide enough gaps for northbound lefts. The northbound left quickly fill the left turn lane and block the northbound through creating backups through the intersection at 29th. With the addition of the school traffic, a northbound left turn signal will needed at the intersection. m Re -time the traffic signal at University Avenue and 28thfor the AM and PM timing plans. The southbound left turn will need additional 10 seconds and the northbound through movement will lose 10 seconds. 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name 20150901 CAMPUS DRIVE EAST AND 28TH AM AND PM Change These in The Preferences VMhdOade : 00000000 Select File/Preference in the Main SIB Date : 9/2/2015 Then Click the Comments Tab Page No 1 PARKING LOT 14 28TH CAMPUS DRIVE EAST 28TH So thbound Westbound N rthbound E s olind StartRi ht Thru Left Peds .Tw Right Thru Left Peds Totzl Ri ht Thru Left Peds TmA Ri ht Thru Left Peds Toni _Inl.T- 07:00 AM 0 0 0 0 0 0 7 0 0 7 0 0 2 1 3 0 5 1 0 6 16 07:15 AM 1 0 0 0 1 0 21 0 0 21 0 0 6 4 10 0 11 2 0 13 45 07:30 AM 2 0 0 0 2 1 30 0 0 31 2 0 6 1 9 0 13 1 0 14 56 07.45 AM 0 0 0 0 01 1 43 0 0 44 3 5 0 13 4_. 0 27 10 20. 421 . 0 0 19 48 2 6 0 21 0 54 85 Total 3 0 0 0 31 2 101 0 0 103 202 08:00 AM 0 4 0 0 0 08:15 AM 0 0 0 0 0 08:30 AM 1 0 0 0 1 08:45 AM 1 0 0 0 1 Total 2 0 0 0 2 *'* BREAK — 03:00 PM 5 0 5 0 10 03:15 PM 6 0 2 0 8 03:30 PM 2 0 1 0 3 3:A5 PM 4 0 2 0 8 Total 17 0 10 0 27 04:00 PM 1 0 0 0 1 04:15PM 0 0 0 0 0 04:30 PM 8 0 2 0 10 04:45 PM 4 0 1 0 5 Total 13 0 3 0 16 05:00 PM 3 0 1 0 41 05:15PM 1 0 4 0 5� Grand Total 39 0 18 0 57 Apprch % 68.4 0 31.6 0 Total % 2.3 0 1.1 0 3.4 2 34 0 0 36 3 0 7 4 14 0 24 2 0 26 76 1 39 0 0 40 1 0 12 3 16 0 19 0 0 19 75 4 40 0 0 44 0 2 5 5 12 0 27 2 0 29 86 7 24 0 0 31 1 4 15 1ff 30 0 26 4_. 0 30 92 14 137 0 0 151 5 6 39 22 72 0 96 8 0 104 329 2 30 0 0 32 5 1 44 0 50 0 40 0 0 40 132 1 36 0 0 37 6 3 14 0 23 0 31 3 0 34 102 0 27 0 0 27 7 1 20 0 28 0 27 1 1 29 87 29 0 0 30 2 2 24 0 28I 0 Y) 1 0 40 104 4 122 0 0 126 20 7 102 0 1291 0 137 5 1 143 425 0 48 0 0 48 3 1 29 0 33 1 0 22 0 0 221 104 1 43 0 0 44 2 0 20 0 22 0 34 2 0 36 102 0 41 0 0 41 4 2 32 0 38 0 33 2 0 35 124 0 56 0 0 56 3 3 35 0 41 _ 0 32 0 0 32134_ 1 188 0 0 189 12 6 116 0 1341 0 121 4 0 1251 464 2 45 0 0 47 4 1 48 0 530 39 0 0 39 143 1 60 0 0 61 4 1 32 0 37 0 30 2 0 32 135 24 653 0 0 677 50 21 364 32 467 0 471 25 1 497 1698 3.5 96.5 0 0 10.7 4.5 77.9 6.9 0 94.8 5 02 1.4 38.5 0 0 39.9 2.9 1.2 21.4 1.9 27.5 0 27.7 1.5 0.1 29.3 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE EAST AND 28TH AM AND PM Change These in The Preferences V. WOmde 00000000 Select File/Preference in the Main SGtaet Date : 9/2/2015 Then Click the Comments Tab Page No 2 PARKING LOT 14 Out Total 70 127 Right Thru Le, ft Peds m v 2 North O c a - 9/2/2015 07:00 AM F N E 9/2/2015 05:15 PM �r A 0 y v jo a we 41 F+ LeftThru I t 0 Out In Total 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE EAST AND 28TH AM AND PM Change These in The Preferences WiltdOnde 00000000 Select File/Preference in the Main S&bet Date : 9/2/2015 Then Click the Comments Tab Page No : 3 PARKING LOT 14 28TH Sou hbound Westbound CAMPUS DRIVE EAST Northbound 28TH tbound Start Time Right ._Thru Le$ Peds To+� Right I Thru I Left I Peds I Am. TotA Right I Thru j Left I Peds I N2. Tota Right 1 Thru Left I Peds Toni Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Beains at 08:00 AM Int. Total 08:00 AM 0 0 0 0 0 2 34 0 0 36 3 0 7 4 14 0 24 2 0 26 76 08:15 AM 0 0 0 0 0 1 39 0 0 40 1 0 12 3 16 0 19 0 0 19 75 08:30 AM 1 0 0 0 1 4 40 0 0 44 0 2 5 5 12 0 27 2 0 29 86 8:45 AM 1 0 0 0 1 7 24 0 0 31 1 4 15 10 30 0 25 4 0 30 92 Total Volume 2 0 0 0 2 14 137 0 0 151 5 6 39 22 72 0 96 8 0 104 329 % App. Tote€ 100 0 0 0 9.3 90.7 0 0 6.9 8.3 54.2 30.6 0 92.3 7.7 0 PHF 500 .000 .000 .000 .500 .500 .856 .DOD DOD .858 1 A17 .375 .650 .550 6oO .000 .889 .500 ODD .867 AR PARKING LOT 14 Out Total 0 30 Right Thru Len Peds �J 1I Ly Peak Hour Data N ZN J � �0 North I2 v N Peak Hour Begins at 08:00 All N L r N �x O O V _ N�.�.. N — T F+ pa- 61 5 Out In Total 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE EAST AND 28TH AM AND PM Change These in The Preferences WitdOode : 00000000 Select File/Preference in the Main S&od Date : 9/2/2015 Then Click the Comments Tab Page No : 4 PARKING LOT 14 28TH CAMPUS DRIVE EAST 28TH SouthbRund Westbo nd Northbound Eastbound Start Time Rig Thr Left Ped ^� rom Rig Thr Left Ped -.e� Right Thr Left Peas App Total Right Thr Left Peds App Total Int. Tolal ht u s ht u s u 0 Peak Hour Analysis From 12:00 PM to 05:15 PM - Peak 1 of 1 Peak Hour fio r Entire Intersection Begins at 04:30 PM 04:30 PM 8 0 2 0 10 0 41 04:45 PM 4 0 1 0 5 0 56 05:00 PM 3 0 1 0 4 2 45 Q6:15 PM 1 0 4 0 5 1 fig Total Volume 16 0 8 0 24 3 202 % Aen. Total 66.7 0 333 0 1.5 98.5 0 0 41 4 2 32 0 38 0 33 2 0 351 124 0 0 56 3 3 35 0 41 0 32 0 0 32 134 0 0 47 4 1 48 0 53 0 39 0 0 39 143 0 0 61 4 1 32 0 37 0 0 30 134 2 4 0_ 0 32-.. 138 135 536 0 0 205 15 7 147 0 169 0 0 8.9 4.1 87 0 0 97.1 2.9 0 .000 .000 .840 .938 .583 .766 _000 .797 _000 .859 .500 .000 .885 937 PARKING LO-f 14 Out In Total © 38 Right Thru Left Peds Peak Hour Data o ♦ �J O reg North i 4' 2 I2 L Peak Hour Begins at 04:30 Pj N M] O � G �x CD_ �o rnm Q n t Ped' ® 69 0In171,15 DE Total ut 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE WEST AND 28TH AM AND PM Change These in The Preferences Utedbade 00000000 Select File/Preference in the Main Date : 9/1/2015 Then Click the Comments Tab Page No : 1 PARKING LOT 15 28TH CAMPUS DRIVE WEST 28TH .9guthbiunde ound Northbound Ea o tart Time Right Thru Left Peds . T w Right Thru Left I Peds I AN Tetl Right I Thru Left I Peds Am. T ht I Thru I Left I Peds Tew w roles 07:00 AM 0 0 0 0 0 2 7 0 0 9 0 0 0 1 1 10 5 2 1 18 28 07:15 AM 0 0 0 1 1 5 18 4 0 27 0 0 0 4 4 25 11 4 2 42 74 07:30 AM 0 0 0 6 6 6 25 6 0 37 0 0 0 1 1 31 13 7 0 51 95 0.7:45 AM 0 1 0 9 10 15 30 12 0 57 0 0 0 4 4 56 19 7 2 84 1 155 0 1 0 16 17 i 28 80 22 0 1301 0 0 0 10 10 122 48 20 5 1951 352 Total 08:00 AM 0 0 0 8 8� 7 30 6 0 43 0 0 0 4 4 39 24 7 1 71 126 08:15 AM 0 0 0 6 6 9 32 11 0 52 0 0 0 3 3 27 19 3 4 53 114 08:30 AM 0 0 0 10 10 11 28 10 0 49 0 0 0 5 5 28 27 8 5 68 132 08:45 AM 0 0 0 16 16 21 14 11 0 46 0 0 0 10 10 43 26 23 11 103 175 Total 0 0 0 40 401 48 104 38 0 190 0 0 0 22 22 137 96 41 21 295 547 — BREAK'** 03:00 PM 0 0 0 15 15 4 54 16 0 74 0 0 0 14 14' 21 40 2 5 68 171 03:15 PM 0 0 0 6 6 3 44 3 0 50 0 0 0 10 10 19 34 1 5 59 125 03:30 PM 0 0 2 14 16 4 33 10 0 47 0 0 0 11 11 20 28 1 6 55 129 03:45 PM 0 0 0 16 is 4 37 12 0 53 0 0 0 6 6 24 40 5 6 75 150 Total 0 0 2 51 531 15 168 41 0 224 0 0 0 41 41 84 142 9 22 257 575 04:00 PM 0 0 0 17 17 6 54 17 0 77 0 0 0 5 5 34 22 1 4 61 160 04:15 PM 0 0 0 21 21 10 41 12 0 63 0 0 0 2 2 49 36 6 1 92 178 04:30 PM 0 0 0 16 16 4 60 9 0 73 0 0 0 8 8 22 35 4 7 68 165 04A5 PM 0 0 0 23 23 7 65 19 0 91 0 0 0 3 3 31 32 0 1 64 181 Total 0 0 0 77 77 27 220 57 0 304 0 0 0 18 18 136 125 11 13 285 684 05:00 PM 0 0 0 17 17 5 76 12 0 93 0 0 0 9 9 18 39 0 6 631 182 05:15 PM 0 0 0 18 18 6 75 11 0 92 0 0 0 10 10 37 32 1 3 731 193 Grand Total 0 1 2 219 222 129 723 181 0 1033 0 0 0 110 110 534 482 82 70 1168 2533 Apprch % 0 05 0.9 98.6 12.5 70 17.5 0 0 0 0 100 45.7 41.3 7 6 Total % 0 0 01 8.6 8.8 5.1 28.5 7.1 0 40.8 0 0 0 4.3 4.3 21.1 19 3.2 2.8 46.1 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE WEST AND 28TH AM AND PM Change These in The Preferences SltwOade : 00000000 Select File/Preference in the Main Sb3ff(� Date : 9/1/2015 Then Click the Comments Tab Page No : 2 PARKING LOT 15 Out Total 1 433 12 Right Thru Le. ft Peds Th 2 I � p _ 9/1 /2015 07:00 AM 7 Ln 9/1/201505:15PM �m � m 9 m 4, T r _ .R ®F 826 Out In Total 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE WEST AND 28TH AM AND PM Change These in The Preferences 't Itw0ade 00000000 Select File/Preference in the Main Date : 9/1/2015 Then Click the Comments Tab Page No 3 PARKING LOT 15 Sou bound7— 28TH s CAMPUS DRIVE WEST orthbound 28TH $ Right Thru Left Peds Toni Right Thru Left Peds no Total Ri Thru Left Peds . Tete Ri ht Thru Left Peds ro a Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 8 8 7 30 6 0 43 0 0 0 4 4 39 24 7 1 71 126 08:15 AM 0 0 0 6 6 9 32 11 0 52 0 0 0 3 3 27 19 3 4 53 114 08:30 AM 0 0 0 10 10 11 28 10 0 49 0 0 0 5 5 28 27 8 5 68 132 08.45 AM 0 0 0 16 16 21 14 11 0 46 0 0 0 10 10 43 26 23 11 103 175 Total Volume 0 0 0 40 40 48 104 38 0 190 0 0 0 22 22 137 96 41 21 295 547 %App. Total 0 0 0 100 25.3 54.7 20 0 0 0 0 100 46.4 32.5 13.9 7.1 PHF I Q.QQ .000 .000 .625 .625 .571 .813 .864 .000 .913 .000 000 .000 .550 .550 .797 .889 .446 .47.7 .716 .78 PARKING LOT 15 Out in Total 891 LT111 09 a Right Thru Left Peds Peak Hour Data ? �1 o tub 1' `--m 0 F J I a North t� ~ 2 of x � ~ W Peak Hour Begins at 08:00 A ro .tom r- o R i �� O c`va wLOJ a� *-, T F+ Left Thru Riaht Pads al 01 0 221 Out In Total 10816 Executive Center Drive, Suite 300 Little Rock, AR 72211 (501) 223-0515 Default Comments File Name : 20150901 CAMPUS DRIVE WEST AND 28TH AM AND PM Change These in The Preferences Blltw0ade 00000000 Select File/Preference in the Main 83:h� Date : 9/1/2015 Then Click the Comments Tab Page No : 4 PARKING LOT 15 28TH CAMPUS DRIVE WEST 28TH So ound Westbound Northbound Eitstbound Start Time Rig I Thr Left Ped I "" °�' Rig I Thr Ped I Left .— Right Thr Left Peds App Total Thr Right Left Peds App To al Int Total hLj u s ht u s a D Peak Hour Analysis From 12:00 PM to 05:15 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 16 16 4 60 9 0 73 0 0 0 8 8 22 35 4 7 68 165 04:45 PM 0 0 0 23 23 7 65 19 0 91 0 0 0 3 3 31 32 0 1 64 181 05:00 PM 0 0 0 17 17 5 76 12 0 93 0 0 0 9 9 18 39 0 6 63 182 05:15 PM 0 0 0 18 is 6 75. 11 0 92 0 0 0 is 10 37 32 1 3 73 193 Total Volume 0 0 0 74 74 22 276 51 0 349 0 0 0 30 30 108 138 5 17 268 721 %Ap p, TMal 0 0 0 100 6.3 79.1 14.6 0 0 0 0 100 40.3 51.5 1.9 6.3 PHF 000 .000 _000 .804 .804 .786 .908 .671 .000 .938 .000 .000 .000 .751) 7 D _7 D _865 .313 .607 .918 .934 PARKING LOT 15 Out In Total 0 01 7d Right Thru Left Peds Peak Hour Data F 1 JJ tz n —0 m North ~2 °D c N nt F� Peak Hour Begins at 04:30 P J N c 2 Q .c rr N �O F+ Left Thru Riaht Pads Out In Total Z Q F- OD N Z F- U) w w 0 J J_ LL ,.- O OOLO O O v-- O O O to O N v-- O N O O N N O O O co a) a.' O o ZVpZ a) p h r LL fn CO a_ L it O �aM (V U � o > .��6 s U w X 'J w co 00 O T O U co .0 U ca C: 2 .Q a N 'C O a)E co O E o N C 4G-)- V Euw,LQ-� E aD� ��o- y+ OLL= m N C N L N = 0Uco�— �a ��hNl� I�M�LON C 'a co co CO V m 0) 0 0) I+ M o NLo NNNNO r 0 O O O O O O O O O O a7 a c 2 a O o 0 0 0 0 o O 0 0 N ui J ` CO �CO� Q) 0)OO9C0 L N LO 0) N N. O O OO OIO OO c, 401O �000Oo oo0Oo a a Q N O O O O O 00000 a) d a=000 00oo 000 d J PIO0001O 0000lo 0000lo 0000lo rNM�O o PO')�aMO a N O O O O O O O O O O 'a a) d v c p: 'I- o0000 OOogo NNJ � lr N MHcoIto� O co v V'L'7 Cn O O O o l 0 0 0 0 01 0 T O O �I LO N M- O1 Co 0 rn oOOOo 000OC) a) v n w O 4-f 000+- ON Oa N J_ 00 LL ` 0 0 0 0 0 O O O O O H 0 0 0 It1't N-- 01 v O CO r•10N CO M?� 'tW Cn r a0n n O h00 a0 G7 M m o!m C0 Cl) co 't N LO h¢tYr Cn CO r- toco nt M Cl)` V' LO N CO Cl) CO M It Cl) LoM v 0 0 oa1O 000010 O O o 0 0 CO O ' i l I- N CO M- I C A CO N N r 1- v -t -t 0 MMv V."t O N OCom t} M M Co N CM CM M N t M CA D `- � It oo0alO oOOO1O o00OO 0000lo 0000lo 000 0 O O O O l 0 O O o al 0 O O O O O Oooalo oOoalo 00000 000Oo 000c-_:`o 000Oo aOOno oaaafo OOOOo MMN Cl) (A O CO co LO O O O O I O 0 0 0 C] O 0 0 0 0 0 000O10 00000 00000 N nr O Co ao� 00 r rOM M MNL7N V �Co aO N-;r Lo � 04-0 r N OI- - CO O N OC) Cn NM M N-o) N M OOOiolo Oo 0010 O00OO 00 Nr M- ONCVCC) 00� 100) N O o o 0O 000 a,o 0OCl oo I` N 04N 7.:-22. -a 2222� m 22a2 m � 2 m 2 m 22 mo 0 QQQQ o QQQQ o CL CLt10. o anal o dd o f O o Lo (C)F- Ooo u-H C)0 om ou-io Ws l- o�nH CR O-MIt .1 o.-cmit 97:(nv, o7: 'D ao C- r t-{ CD o 0 oI 66 66 66 a] o O o a Q M V) c) co w o 0 0 a 'tIt � v o 0 0 0 Lo in c 0.~ 0 0 2 Q m 1 Y O O cM N T N q �QM N 00 o N � > O U v X W c0 00 O T a Z Q Q 2 F- OD N 0 Z Q H CO W w 0 J J LL T-- O O O O Lf)ON T— O O O N N O O N a) M O (� Z ZU-t a) a) CD O (Q LLU)U)d O 'O a) C a) U cn a C U fQ C � � a) ' a C a) o E cn c ~ a) E U EcOr)�� E a)a� �jH.(D cYi LL (D a) a) -r- 0 U cn H 2M Out Total 0 0 7 Right Thru Left Peds YO tD o a22 a o ~ �~a J ¢a Lr t �o 00 = —/ Z o o c. Ora j L O J O uel rLj41 44r Sped L4Z� £ FgUl lelol in0 RLSZ a Nnco�CD CO CO ti FI- N Z ` W o -,t C1 oCA N m N N N O Q F 4 Q to O O O O O N °' IL � c Z a o0000 Q CID 0 J N2 W W 7 N N N N O Wt O O O O O G 0 J Ooo J_ F LL a p a Q O O L O CD C) r N O O O O O O O O m Ln C) a N N O 0) C'M .moo CD O J 0 ch N N N Z 0 ` 0 00 [ 7 0 Z 0C)Z jN 0L OooQo pr-- N q V CL QM MvC'TO CV o 0- a O V V v too CD 0 CD X J m [L LU CO T 2 p 0 (V 00000 OD O N N J T �l > 3 M� CEO O O O C31 o 0 7 N M I O W F d —0 L U a � U N n o Q o 0 0 0 0 U L6 d v Q� C;? p O . O O N O N J T C U_ W ` m Q O O CDO o L � ~ 0 o iO � N O C V N— rco E ( ^� ) LL N N LL_ ate+ N C U c�i cwa¢a¢ E V -Q vorroi o +� �. > > > 75 CO:) U � �==000a J-am 00co Y Y Co M ~ a_ a_ O O Cl) aS N N - 0 T ` C, O C Q M N � ) 0 :, 0 O > LO 3 a X J LL co eo O a 0 z ¢ F- 00 N 0 z Q H U) w w w 0 J J_ LL ,— O O O O In O N O 04 O O N NOOI' O a)+' O ZUtf DZ N N � c�6 M LL (n in d- O 'p N C N U O C a).— U (6 C vD L ~ N +' N a C U E c E cn C C O E [ 0 N N UH•(D 0e O LL = 7U U (6 C V C �— c6 N O-C NL 0 0 cn H 2M al �10�4118 6 iG4 Right Thru Left Peds M o— N r 0 N =3 O t c �O d =t = Z m 4— Fa c O !A O 0 Sal ruLLL lU�'H sped 4LZ 6� ZLL le3ol hliBZ a Z CQ G Q F- co N 0 Z Q F- w af 0 J J_ LL ,.- O O O LO CY)Lo O N O CN O O N N O O LO O O co O 0 Z Z a) LL(n(n0- L 9 � oaM q � � N (�� O � \l � � v W J W ro 00 O r• ir O C VJ co .� U (6 a) A, y Cl) I..L .0 fL/L/L1��L_ U VE/ = E to N +r ` O a) ,2 CU E C E W L +r N u- O) 4 V f0 r_ U C �— M N N N L N .0 0 U cq vv�0 F r M C jp I, O ih 't O c P7V)'QMv Fq Q N V 0 0 0 0 C. N n. a c 3 O M r CO N 0 00 d J N N W 3 v v o N o t M CM ,4 v ~ r 00000 000010 dl 000010 =I 000010 a� J 31 OOOOIO O O Oi7l0 CO Wr I: o V O O W r N a N v O O O O O N a 0 c 2 30 00000 OC) N N J N 31 —(D r�r O L v O O to r � N L O O N O N m lY r 0 cl) N r G) H O a r Q Y f6 N a a 0 0 0 0 0 LU a a v OfV)o O X N N 0 0 v w .J O C J 3 0 D) W C/) m 3a O0000 t o 0 o H LO- r r N r 0 CD C L- N m (n N Rw2a) �c dada E ¢ 0oUno� o F- Mv, o ==000d co as 0 0 M w aS N ` 0 q <o �aM N N � • ` > 0 LO X J w T 00 C) r a 0 Z Q a 2 I-- 00 N 0 Z a U) w w O J J_ LL V— O O O O tf)aN V-- O O O N N O (A CD a) N ya) M O wZ ZU-t (D a�0M0) LL CO fn a_ O -0 a) C_ a) U to O C U (p C Q L ~ N UE C E N a) aai•E4a)U E2))(L 2)a) a)a �-- �j H .a) c- a)u_ C C) C (Q a) a% -r- a) .0 000/)�- 28TH Total t 1 00 Right Thru Left Peds � a CO `•' S >✓ L LL 2� � = m � L pi •V A\ y � 1 V/^ L 0_ TlJ41H spas l L 8 O 644 Odi lelol 8