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Home My WebLink AboutZ-9042 Application 2The Trails — PCRB Comments — 5/19/15 1. Provide letter and engineering certification for each new intersection stating that intersection will have a safe sight distance and meet AASHTO sight distance requirements. Pulaski County is especially concerned with western Kanis Road intersection..Pulaski.County and the City of Little Rock will inspect intersections at the time subgrade is complete. Pulaski County will not sign final plat if any of the intersections are unsafe e-or l r- . ! L G I 2. List panel number and floodway/floodplain designation on plat based on the July 6, 2015 maps c.AJ GJR . two e , 3. Lots in floodplain will require floodplain development permitting through Pulaski County before any development occurs on the lots. Finish -Floor elevations should be left off of final plat for these lots. ca1W� vJlu.� 4. Obtain road connection (driveway) permit from PCRB for Kanis Road connections after preliminary plat approval and before construction begins Co eqrf-- V41U_ 111!�TAid 5. Provide traffic control and signage plan for all work affecting Kanis Road. Plan must meet all AHTD, MUTCD, and ATSSA specifications and certified by the engineer cn�N cj.. S 6. Provide traffic study to determine if traffic light and/or turn lane is needed on Kanis Road. Intersection design must be approved by -the City of Little Rock a n, t . 4" 4ar1i~iv9 7. Property line/R-O-W radius should be at least 25' at Kanis Road intersections°R' 8. Label property line/R-O-W radius at west corner of Horizontal Trail/Twilight Trail intersection c_,4.t6JR, 9. Kanis Road R-O-W is 50'. Show existing R-O-W and proposed R-O-W dedication on plat C-*iWR. 10. Label contour lines co,ae4v_, 11. Provide AR north state plane coordinates for two land ties Cris v(t „o 12. Provide complete set of building plans for all pleases of construction e-e4C4t%-. vitu.. pp 13. Delineate all drainage areas upstream of proposed development cp,3C,4LvJVw po 14. Provide drainage profiles for all ditch flow lines and lines of culvert nq., eVV- vAv rV.Qj►PC. 15. Include all stormwater runoff calculations for all drainage areas, inlets, gutters, ditches, channels, culverts, junctions, and culvert outflows. Include bypass calculations for all curb inlets c-o►JGjiL. vfjL , ?CA �qc 16. Provide PDF copy of building plans and plat to PCRB �cacL,,¢ yi ��. P�e..aJ►c�. 17. Provide PCRB with base course proctor and subgrade proctor caerc.,m, v�1u, Ivy. 18. Provide the geotechnical analysis of road subgrade and geotech building recommendations to PCRB for review. Geotech recommendation/approval needed at the time of road bed construction e_4,ry c p \&L_ RvJII� 19. Show all proposed drainage easements on plat and plans 2-0. Show all proposed utility easements on plat and plans vJ1u. 21. Provide easements, located outside of right-of-way, for all utilities other than drainage, water and sewer 22. Include maintenance agreement, in Bill of Assurance, indicating who is responsible for maintenance of all stormwater facilities that are located outside of the public R-O-W C-0.14AZ.. S# 23. Provide PCRB with copy of ADEQ stormwater approval 24. Provide letter of approval and permit from ADEQ and the Arkansas Heath Department for proposed sanitary sewer treatment plant doJO%Fr-a4vV, 25. Provide sight distance profile for each intersection 6446vRc. 26. Provide 40' radius turnaround on dead end streets at no more than 900' intervals d:W4C ra-. vilu.- 27. Will need to dedicate 1/2 of the required 120' R-O-W along Walnut Grove Car.4G4, ��w` . vdlu. 28. Maximum road grade shall be no more that 15% ! Ptl,v. �n *' . 29. Provide signage plan for further review/comment 4'r' I. ro' ' e .vd G+�- W tu- FtAA QC. 30. Provide plans for all proposed utilities located in We right-of-way for further review/comment (2446 p,,. \,dtv- fit '31. Provide erosion control plan for further review/comment C®mar--•• . Wtu, Fg.0,AvC. 32. Provide complete set of drainage plans for further review/comment 6?Aar - vl�w Mo.hca . 33. Provide complete set of road construction plans (including complete plan profile, road cross sections, and typical cross sections) for all new road construction for further review/comment Ga 6.4z • W %w, PV-o,nvr. PHILLIP LEWIS ENGINEERING, INC. Structural/Civil Design 2701 Kavanaugh Blvd, Suite 200 Little Rock, Arkansas 72205 May 20, 2015 City of Little Rock Attn: Ms. Donna James Subdivision Administrator 723 West Markham Little Rock, Arkansas 72201 Re: Engineer Certification Letter Regarding Site Distance and Traffic Count Studies for New "The Trails" Subdivision located on Kanis Road, Little Rock, Arkansas Donna, The purpose of this letter is to certify the following items for The TRAILS subdivision as to traffic and road issues and/or concerns: Entrances/exits on the East and West ends of The Trails subdivision will have safe site distance and meet AASHTO 2012 Green Book standards and an appropriate site distance study done prior to presentation of final design and final plat. Plan will meet all AHTD, MUTCD, and ATSSA specifications and will be certified by me as the Registered Engineer of Record for the project. A traffic control and signage plan will be provided for all work affecting Kanis Road. Plan will meet all AHTD, MUTCD, and ATSSA specifications and will be certified by me as the Registered Engineer of Record for the project. A traffic study will be conducted to determine if traffic light and/or turn lane is needed on Kanis Road. The intersections (east and west) designs will require review and approval by the City of Little Rock. My signed engineer's seal below serves to certify that these items will be completed as stated above during the finished design process and prior to issuance of final plat and start of construction of any of the intersections and roadways for the subject project. Again, I do appreciate the opportunity to present The Trails and look forward to working hand in hand with the City of Little Rock and Pulaski County in making this unique development a reality. Sincerely, Phillip Lewis, P.E. c.501.350.9840 `+�,ytlllllrtrrrr ti� V� •.►i•r. •►•� r7F1 �� ■ PHILLIP LEWIS LJJ L ENGINEERING, INC. ; a y :y No. 566 /�� r r r l f I I��,l New Water Systems, UC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 NMFacsimile: (501) 888-0501 May 19, 2015 Phillip Lewis Engineering, Inc. 2701 Kavanaugh Blvd, Suite 200 Little Rock, AR 72205 RE: AdvanTex Treatment Systems Dear Mr. Lewis, }, taaf _ ta13 4� � Thank you for your interest in AdvanTex Treatment Systems for use on your proposed development. Attached you will find some general information about the treatment system itself, a brochure, and a list of AdvanTex systems that we have worked with in Arkansas. We have been providing the AdvanTex system in Arkansas for 12 years now. I personally live in a neighborhood, Callaghan Creek Subdivision, which is served by this system, and is located in the City of Little Rock's planning jurisdiction. As you know, a system like this will require approval by the Arkansas Department of Health and the Department of Environmental Quality before it can be constructed. This process can take anywhere from 6 to 12 months after your design is complete. Typically, the City will provide preliminary plat approval based on your plan to provide quality sanitary sewer service, but they will not provide final plat approval until you have your final discharge permit from ADEQ. That process will be determined by the City. I am ready and available to answer any question you or the City may have regarding the AdvanTex treatment system. Please give me a call if you have any questions. Sincerely, Andy Davis, PE New Water Systems, LLC WNewWaterSystems AdvanTex AX-Max for Flows up to 1 MGD New water Systems, LLC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 Facsimile: (501) 888-0501 Orenco's new AX-Max is a modular, fully -plumbed treatment plant capable of handling flows from 5000 gpd up to 1 MGD, an ideal size for entire communities or commercial/residential development on the urban fringe. The sister version, AX-Mobile, can be used for remote, temporary, or mobile applications. The AX-Max is built inside an insulated Fiberglass tank that is durable, lightweight, and watertight. The AdvanTex-Max can be installed above- or below -ground, singly or in multi -tank arrays. In harsh climates, the AX-Max can be purchased with an optional control room, or a multi - tank array can be completely enclosed in a building. Applications • Municipal Commercial • Residential • Polishing • Mobile Key Features • Capacity: 5000 gpd up to 1 MGD Y <2 kWh per 1000 treated gallons • Standard 20' or 42' lengths 0 Custom sizes available • Disinfection to less than 200 cfu • Customizable • Mobile option available cBOD/TSS Effluent Quality Low -moderate loading: 5/5 mg/L • Higher loading: 10/25 mg/L Nitrogen Reduction • Without add'I equipment: 60-70% • With add'I equipment: >90 WNewWaterSystems New Water Systems, LLC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 Facsimile: (501) 888-0501 Energy Savings Compared to activated sludge and membrane systems, AX-Max's small energy footprint incurs a fraction of the power costs, saving property owners and utilities thousands of dollars in energy bills. AX-Max uses very little electricity, just <2 kWh per 1000 treated gallons. Re -use Applications Advanced nutrient removal, filtration, and disinfection options, along with telemetry controls for alarm notification and process optimization, make AdvanTex AX-Max effluent suited for reuse applications, dust control, and surface discharge. Our engineers are ready to discuss your project's needs, and how we can meet them with an AX- Max. NewWaterSystoms New Water Systems, LLC PO Box 19380505 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 Facsimile: (501) 888-0501 Advantex Treatment System Locations Arkansas Farmington Heights Horsebend Estates Fayetteville, AR Washington County, AR Residential Subdivision Residential subdivision 30,000 GPD 13,000 GPD Mound Lake Arch Street Big Red Maumelle, AR Little Rock, AR Residential Subdivision Convenience Store & Fast Food 25,000 GPD 5,000 GPD Spainhower Subdivision Arvest Bank Lowell, AR Lowell, AR Residential Subdivision Commercial Office Buildings 22,000 GPD 15,000 GPD Wal-Mart Blackstone Ranch Hot Springs, AR Fort Smith, AR Supercenter Grocery Store Residential Subdivision 15,000 GPD 35,000 GPD Weatherton Subdivision Culson Oil Benton County, AR El Paso, AR Residential Subdivision Convenience Store & Fast Food 50,000 GPD 2,500 GPD Southshore Cottages Callaghan Creek Lake Village, AR Mabelvale, AR Vacation Cabins Residential Subdivision 2,192 GPD 8,000 GPD Linda Bridson Entergy White Bluff Steam Electric Station Camden, AR Redfield, AR Residential Community Power Plant 1,760 GPD 12,000 GPD Chicot County RV Park Hilltop Travel Center Lake Village, AR Alma, AR RV Park Truck Stop and Restaurant 7,000 GPD 5,000 GPD 1 Subdivision Indentification Signs Dimensions: 8.5' x 14' x 2' 2 signs at Eastern Entrance off Kanis Rd. Dimensions: Tx 10' x 2' 1 sign at Western Entrance off Kanis Rd. The Trails -- PCRB Comments 5/19/15 I. Provide letter and engineering certification for each new intersection stating that intersection will have a safe sight distance and meet AASHTO sight distance requirements. Pulaski County is especially concerned with western Kanis Road intersection. Pulaski County and the City of Little Rock will inspect intersections at the time subgrade is complete. Pulaski County will not sign final plat if any of the intersections are unsafe do�-J44V_ , l.eg 2. List panel number and floodway/floodplain designation on plat based on the July 6, 2015 maps ceU e Jrz . V".I g , 3. Lots in floodplain will require floodplain development permitting through Pulaski County before any development occurs on the lots. Finish -Floor elevations should be left off of final plat for these lots. c,9,46V?- 4. Obtain road connection (driveway) permit from PCRB for Kanis Road connections after preliminary plat approval and beforee construction begins A4 �R WIU�� 5. Provide traffic control and signage plan for all work affecting Kanis Road. Plan must meet all AHTD, MUTCD, and ATSSA specifications and certified by the engineer c�N rVR. S,_-V 6. Provide traffic study to determine if traffic light and/or turn lane is needed on Kanis��`r` ��' Road. Intersection design must be approved by -the City of Little Rock ems.. 4i* 49-riviep 7. Property line/R-O-W radius should be at least 25' at Kanis Road intersections�°� 8. Label property line/R-O-W radius at west corner of Horizontal Trail/Twilight Trail�w�,�L intersection C-a6iGdg-, 9. Kanis Road R-O-W is 50'. Show existing R-O-W and proposed R-O-W dedication on plat 10. Label contour lines WNW p� 11. Provide AR north state plane coordinates for two land ties Sys vj►� no 12. Provide complete set of building plans for all phases of construction 13. Delineate all drainage areas upstream of proposed development cp��. vJtu po, 14. Provide drainage profiles for all ditch flow lines and lines of culvert n:44 cd'V-, vAv_ f*_Qj%PC. 15. Include all stormwater runoff calculations for all drainage areas, inlets, gutters, ditches, channels, culverts, junctions, and culvert outflows. Include bypass calculations for all curb inlets c_o46jr- . v[XL- Q," t96 16. Provide PDF copy of building plans'and plat to PCRBL,,¢ 17. Provide PCRB with base course proctor and subgrade proctor tuo�Avc . 18. Provide the geotechnical analysis of road subgrade and geotech building recommendations to PCRB for review. Geotech recommendation/approval needed at the time of road bed construction a 4" cjL. va1L&_f 4cc 19. Show all proposed drainage easements on plat and plans C-P.ItLm- 20. Show all proposed utility easements on plat and plans �e,,,.. . vRw ft�,4�0c 21. Provide easements, located outside of right-of-way, for all utilities other than drainage, water and sewer d046i&, J%v, 22. Include maintenance agreement, in Bill of Assurance, indicating who is responsible for maintenance of all stormwater facilities that are located outside of the public R-O-W Cfl.! 4AZ' Sty 23. Provide PCRB with copy of ADEQ stormwater approval c4�fcJ� . yd��,i, y�,/►,�.' 24. Provide letter of approval and permit from ADEQ and the Arkansas Heath Department for proposed sanitary sewer treatment plant do.�JGV-. 1tlt41FF-aA9s. 25. Provide sight distance profilefor'each intersection Carllvv-. �I�w pic•�Jly� 26. Provide 40' radius turnaround on dead end streets at no more than 900' intervals co4ww. WIw 27. Will need to dedicate 1/2 of the required 120' R-O-W along Walnut Grove d.,j"O, ��. A 1641 28. Maximum road grade shall be no more that 15% . 40<00. 01- Ajg. r' *Vv� pve'.'A 29. Provide signage plan for further review/comment Cc, Q-':r4X1.r'1 ' .! G�x- • W ►u- Fla -'A aG. 30. Provide plans for all proposed utilities located -in the right-of-way for further review/comment eaaao. Wow '31. Provide erosion control plan for further review/comment C meJIL. • WILL- rg-O'Ave. 32. Provide complete set of drainage plans for further review/comment C&Aav - vltit", 33. Provide complete set of road construction plans (including complete plan profile, road cross sections, and typical cross sections) for all new road construction for further review/comment OW6.0 • Vl %w.- Mo,npc. PHILLIP LEWIS ENGINEERING, INC. Structural/Civil Design 2701 Kavanaugh Blvd, Suite 200 Little Rock, Arkansas 72205 May 20, 2015 City of Little Rock Attn: Ms. Donna James Subdivision Administrator 723 West Markham Little Rock, Arkansas 72201 Re: Engineer Certification Letter Regarding Site Distance and Traffic Count Studies for New "The Trails" Subdivision located on Kanis Road, Little Rock, Arkansas Donna, The purpose of this letter is to certify the following items for The TRAILS subdivision as to traffic and road issues and/or concerns: Entrances/exits on the East and West ends of The Trails subdivision will have safe site distance and meet AASHTO 2012 Green Book standards and an appropriate site distance study done prior to presentation of final design and final plat. Plan will meet all AHTD, MUTCD, and ATSSA specifications and will be certified by me as the Registered Engineer of Record for the project. A traffic control and signage plan will be provided for all work affecting Kanis Road. Plan will meet all AHTD, MUTCD, and ATSSA specifications and will be certified by me as the Registered Engineer of Record for the project. A traffic study will be conducted to determine if traffic light and/or turn lane is needed on Kanis Road. The intersections (east and west) designs will require review and approval by the City of Little Rock. My signed engineer's seal below serves to certify that these items will be completed as stated above during the finished design process and prior to issuance of final plat and start of construction of any of the intersections and roadways for the subject project. Again, I do appreciate the opportunity to present The Trails and look forward to working hand in hand with the City of Little Rock and Pulaski County in making this unique development a reality. Sincerely, Phillip Lewis, P.E. c.501.350.9840 `+r1151111111!!, OrrAw, +`• PHILLIP LEWIS • = i ENGINEERING. INC.: 0 y No 566 New Water &Istems, LLC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 NMFacsimile: (501) 888-0501 May 19, 2015 Phillip Lewis Engineering, Inc. 2701 Kavanaugh Blvd, Suite 200 Little Rock, AR 72205 RE: AdvanTex Treatment Systems Dear Mr. Lewis, 20JH Thank you for your interest in AdvanTex Treatment Systems for use on your proposed development. Attached you will find some general information about the treatment system itself, a brochure, and a list of AdvanTex systems that we have worked with in Arkansas. We have been providing the AdvanTex system in Arkansas for 12 years now. I personally live in a neighborhood, Callaghan Creek Subdivision, which is served by this system, and is located in the City of Little Rock's planning jurisdiction. As you know, a system like this will require approval by the Arkansas Department of Health and the Department of Environmental Quality before it can be constructed. This process can take anywhere from 6 to 12 months after your design is complete. Typically, the City will provide preliminary plat approval based on your plan to provide quality sanitary sewer service, but they will not provide final plat approval until you have your final discharge permit from ADEQ. That process will be determined by the City. I am ready and available to answer any question you or the City may have regarding the AdvanTex treatment system. Please give me a call if you have any questions. Sincerely, Andy Davis, PE New Water Systems, LLC WNewWaterSystems AdvanTex AX-Max for Flows up to 1 MGD New Water Systems, LLC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 Facsimile: (501) 888-0501 Orenco's new AX-Max is a modular, fully -plumbed treatment plant capable of handling flows from 5000 gpd up to 1 MGD, an ideal size for entire communities or commercial/residential development on the urban fringe. The sister version, AX-Mobile, can be used for remote, temporary, or mobile applications. The AX-Max is built inside an insulated fiberglass tank that is durable, lightweight, and watertight. The AdvanTex-Max can be installed above- or below -ground, singly or in multi -tank arrays. In harsh climates, the AX-Max can be purchased with an optional control room, or a multi - tank array can be completely enclosed in a building. Applications • Municipal • Commercial • Residential Polishing Mobile Key Features • Capacity: 5000 gpd up to 1 MGD ■ <2 kWh per 1000 treated gallons • Standard 20' or 42' lengths • Custom sizes available • Disinfection to less than 200 cfu Customizable Mobile option available cBOD/TSS Effluent Quality Low -moderate loading: 5/5 mg/L Higher loading: 10/25 mg/L Nitrogen Reduction Without add'I equipment: 60-70% • With add'I equipment: >90 WN ewwaterSystems New Water Systems, LLC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 Facsimile: (501) 888-0501 Energy Savings Compared to activated sludge and membrane systems, AX-Max's small energy footprint incurs a fraction of the power costs, saving property owners and utilities thousands of dollars in energy bills. AX-Max uses very little electricity, just <2 kWh per 1000 treated gallons. Re -use Applications Advanced nutrient removal, filtration, and disinfection options, along with telemetry controls for alarm notification and process optimization, make AdvanTex AX-Max effluent suited for reuse applications, dust control, and surface discharge. Our engineers are ready to discuss your project's needs, and how we can meet them with an AX- Max. i�6NewWaterSys#ems New Water Systems, LLC PO Box 193805 Little Rock, Arkansas 72219 Telephone: (501) 888-0500 Facsimile: (501) 888-0501 Advantex Treatment System Locations Arkansas Farmington Heights Horsebend Estates Fayetteville, AR Washington County, AR Residential Subdivision Residential subdivision 30,000 GPD 13,000 GPD Mound Lake Arch Street Big Red Maumelle, AR Little Rock, AR Residential Subdivision Convenience Store & Fast Food 25,000 GPD 5,000 GPD Spainhower Subdivision Arvest Bank Lowell, AR Lowell, AR Residential Subdivision Commercial Office Buildings 22,000 GPD 15,000 GPD Wal-Mart Blackstone Ranch Hot Springs, AR Fort Smith, AR Supercenter Grocery Store Residential Subdivision 15,000 GPD 35,000 GPD Weatherton Subdivision Culson Oil Benton County, AR El Paso, AR Residential Subdivision Convenience Store & Fast Food 50,000 GPD 2,500 GPD Southshore Cottages Callaghan Creek Lake Village, AR Mabelvale, AR Vacation Cabins Residential Subdivision 2,192 GPD 8,000 GPD Linda Bridson Entergy White Bluff Steam Electric Station Camden, AR Redfield, AR Residential Community Power Plant 1,760 GPD 12,000 GPD Chicot County RV Park Hilltop Travel Center Lake Village, AR Alma, AR RV Park Truck Stop and Restaurant 7,000 GPD 5,000 GPD 1 Subdivision Indentification Signs Dimensions: 8.5' x 14' x 2' 2 signs at Eastern Entrance off Kanis Rd. Dimensions: Tx 10' x 2' 1 sign at Western Entrance off Kanis Rd. The Trails -- PCRB Comments — 5/19/15 I. Provide letter and engineering certification for each new intersection stating that intersection will have a safe sight distance and meet AASHTO sight distance requirements. Pulaski County is especially concerned with western Kanis Road intersection. Pulaski County and the City of little Rock will inspect intersections at the time subgrade is complete. Pulaski County will not sign final plat if any of the intersections are unsafeJe 2. List panel number and floodway/floodplain designation on plat based on the July 6, 2015 maps CliJ aJv_. Vwvj e , 3. Lots in floodplain will require floodplain development permitting through Pulaski County before any development occurs on the lots. Finish -Floor elevations should be left off of final plat for these lots. co,1GlK , ,�lyt, 4. Obtain road connection (driveway) permit from PCRB for Kanis Road connections after preliminary plat approval and before construction begins <�o,d 5. Provide traffic control and signage plan for all work affecting Kanis Road. Plan must meet all AHTD, MUTCD, and ATSSA specifications and certified by the engineer co,,a eVx, 5;--v 6. Provide traffic study to determine if traffic light and/or turn lane is needed on Kanis Road. Intersection design must be approved by -the City of Little Rock 4iv 4VV-Tti9en 7. Property line/R-O-W radius should be at least 25' at Kanis Road intersections 8. Label property line/R-O-W radius at west corner of Horizontal Trail/Twilight Trail Stu intersection c-Piau-, 9. Kanis Road R-O-W is 50'. Show existing R-O-W and proposed R-O-W dedication on plat 10. Label contour lines c.,.a ejy_, yNXA,, pA 11. Provide AR north state plane coordinates for two land ties cAj e,4 ., vl►Lj_ flo 12. Provide complete set of building plans for all phases of construction Ge4at%-, V11LL- A,, 13. Delineate all drainage areas upstream of proposed development cpraCJV-vJtt- po 14. Provide drainage profiles for all ditch flow lines and lines of culvert :x44 ctrjr. vAw rVQApC, 15. Include all stormwater runoff calculations for all drainage areas, inlets, gutters, ditches, channels, culverts, junctions, and culvert outflows. Include bypass calculations for all curb inlets c-a46j%. \rIUA- IrcA v 16. Provide PDF copy of building plans'and plat to PCRBa►.aWg 17. Provide PCRB with base course proctor and subgrade proctor , v1 tu, tuoJ 96 . 18. Provide the geotechnical analysis of road subgrade and geotech building recommendations to PCRB for review. Geotech recommendation/approval needed at the time of road bed construction r%.QAvr. 19. Show all proposed drainage easements on plat and plans cov"cov- W� 20. Show all proposed utility easements on plat and plans Co,jc,,, , Nflw 21. Provide easements, located outside of right-of-way, for all utilities other than drainage, water and sewer U9611- wow r�€ 22. Include maintenance agreement, in Bill of Assurance, indicating who is responsible for maintenance of all stormwater facilities that are located outside of the public R-O-W Ca.14AL' SC?b' 23. Provide PCRB with copy of ADEQ stormwater approval �[c,1� , vl}i,�, p Q,�,�. A-I�CAA4,&V, 24. Provide letter of approval and permit from ADEQ and the Arkansas `Heath Department for proposed sanitary sewer treatment plant daJeJ%. ylllt. P¢.o,( g*. 25. Provide sight distance profile for each intersection 63*46u'.. vJ►w Pi�ll�. 26. Provide 40' radius turnaround on dead end streets at no more than 900' intervals ca3c4VF-. NALs- 27. Will need to dedicate 1/2 of the required 120' R-O-W along Walnut Grove rk-4w, Cv�.IZ.►� . v1iu. F'�wflo� , 28. Maximum road grade shall be no more that 15% ►� �A�,,i, 29. Provide signage plan for further review/comment eaaae'�— Vlw Ff_aJloe- 30. Provide plans for all proposed utilities located -in We right-of-way for further review/comment C0 v1%u- IZ.04% 06. 31. Provide erosion control plan for further review/comment CewGdr- . W1w 32. Provide complete set of drainage plans for further review/comment 33. Provide complete set of road construction plans (including complete plan profile, road cross sections, and typical cross sections) for all new road construction for further review/comment C o96%0• W %V, f o,npe. The Trails — PCRB Comments — 5/19/15 1. Provide letter and engineering certification for each new intersection stating that intersection will have a safe sight distance and meet AASHTO sight distance requirements. Pulaski County is especially concerned with western Kanis Road intersection. Pulaski County and the City of Little Rock will inspect intersections at the time subgrade is complete. Pulaski County will not sign final plat if any of the intersections are unsafe 2. List panel number and floodway/floodplain designation on plat based on the July 6, 2015 maps Lots in floodplain will require floodplain development permitting through Pulaski County before any development occurs on the lots. Finish -Floor elevations should be left off of final plat for these lots. 4. Obtain road connection (driveway) permit from PCRB for Kanis Road connections after preliminary plat approval and before construction begins 5. Provide traffic control and signage plan for all work affecting Kanis Road. Plan must meet all AHTD, MUTCD, and ATSSA specifications and certified by the engineer 6. Provide traffic study to determine if traffic light and/or turn lane is needed on Kanis Road. Intersection design must be approved by the City of Little Rock 7. Property line/R-O-W radius should be at least 25' at Kanis Road intersections 8. Label property line/R-O-W radius at west corner of Horizontal Trail/Twilight Trail intersection 9. Kanis Road R-O-W is 50'. Show existing R-O-W and proposed R-O-W dedication on plat 10. Label contour lines 11. Provide AR north state plane coordinates for two land ties 12. Provide complete set of building plans for all phases of construction 13. Delineate all drainage areas upstream of proposed development 14. Provide drainage profiles for all ditch flow lines and lines of culvert 15. Include all stormwater runoff calculations for all drainage areas, inlets, gutters, ditches, channels, culverts, junctions, and culvert outflows. Include bypass calculations for all curb inlets 16. Provide PDF copy of building plans -and plat to PCRB 17. Provide PCRB with base course proctor and subgrade proctor 18. Provide the geotechnical analysis of road subgrade and geotech building recommendations to PCRB for review. Geotech recommendation/approval needed at the time of road bed construction 19. Show all proposed drainage easements on plat and plans 20. Show all proposed utility easements on plat and plans 21. Provide easements, located outside of right-of-way, for all utilities other than drainage, water and sewer 22. Include maintenance agreement, in Bill of Assurance, indicating who is responsible for maintenance of all stormwater facilities that are located outside of the public R-O-W 23. Provide PCRB with copy of ADEQ stormwater approval 24. Provide letter of approval and permit from ADEQ and the Arkansas Heath Department for proposed sanitary sewer treatment plant 25. Provide sight distance profile for each intersection 26. Provide 40' radius turn around on dead end streets at no more than 900' intervals 27. Will need to dedicate 1/2 of the required 120' R-O-W along Walnut Grove 28. Maximum road grade shall be no more that 15% 29. Provide signage plan for further review/comment 30. Provide plans for all proposed utilities located in the right-of-way for further review/comment 31. Provide erosion control plan for further review/comment 32. Provide complete set of drainage plans for further review/comment 33. Provide complete set of road construction plans (including complete plan profile, road cross sections, and typical cross sections) for all new road construction for further review/comment 05-18-+15 09:41 FROM- T-291 P0002/0003 F-432 went Puwki FIP LU Pkdediw A District 23 2810 Whispering Pines Road Little Rock, Arkansas 72210 >♦ 501.821-9320 May 18, 2015 City of Little Rock - Planning Commission Attn: Donna ,Games 723 W. Markham St. Little Rock, AR 72201 RE: The Trails Subdivision — Kanis Rd. 1, Ronald 1. Wheeler — Fire Chief, have been made aware of the proposal to build a subdivision off Kanis Rd. in the Ferndale area. The West Pulaski Fire Protection District #23 provides fire protection service to this area. Fire hydrants and water lines will need to meet or exceed the specifications contained in the agreement with Central Arkansas Water and volunteer fire departments in Pulaski County. Also, cul-de-sacs and speed round abouts will need to be of sufficient widths to allow for fire apparatus to easily maneuver thern. The proposed bicycle path in the subdivision will enhance safety for bicyclists with an alternate route to the portion of Kanis Rd. known as the The Hollow which runs from Chenal Downs to Walnut Grove Road. This stretch of road has no shoulders with drop offs and closely lined with trees. During inclement weather many times this portion of Kanis is not passable due to debris from downed trees (motor vehicle accidents, too) and the main road in the subdivision will allow traffic to be diverted around it. Lastly, westward progression of water lines towards Ferndale, we enable us to have more reliable water sources to fight fires and less reliance on 'water shuttle operations that are hazardous unto themselves. We look forward to having this project in our service area. 1f you have questions or need additional information T may be contacted at (501) 529- 2004. Sincerely, TO$44' Lla Ronald 1. Wheeler, Fire Chief Cc Greg Brewer, District Assessor File James, Donna From: Floriani, Vince Sent: Tuesday, May 26, 2015 8:18 AM To: James, Donna Subject: FW: The Trails PC Application FYI I am in the office today. Unfortunately, my fishing trip fell through due to weather. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 From: Phillip Lewis[mailto:plewisengineering@yahoo.com] Sent: Friday, May 22, 2015 12:35 PM To: Floriani, Vince Subject: Re: The Trails PC Application Vince, Thanks man! I will get with you next week on this. Thanks again! Phillip On Friday, May 22, 2015 8:46 AM, "Floriani, Vince" <VFloriani littlerock.or > wrote: Phillip, Thanks for taking the time to meet with staff and address the Engineering comments on The Trails subdivision. I have a couple of questions and comments remaining to be better addressed. 1. What is the proposed typical street section for Nature Trail (Ridge Trail)? 2. When will the stormwater detention facilities by installed? 3. Staff cannot recommend approval of Sunshine Trail and Sundown Trail being public streets with the proposed 7 ft median. Staff can recommend approval of Sunshine Trail and Sundown Trail being private streets with the median and the lane width being 15 ft BOC to BOC. 4. If a variance is requested for centerline grade, staff must know the proposed centerline grade that exceeds 15% or a maximum centerline grade that exceeds 15% for a recommendation to be made? 5. If a variance is requested to not meet the minimum sight distance of 155 ft, staff must know the proposed sight distance that is less than 155 ft or the minimum sight distance that is less than 155 ft for a recommendation to be made? 6. Staff is not reviewing the specific infrastructure design for the traffic circles, turn lanes, and tapers. If you have any questions, please let me know. Vince Floriani, P.E. Little Rock Public Works -Civil Engineering 701 W. Markham St. Little Rock, Arkansas 72201 501-371-4817 City of Little Flock Department of Planning and Development Planning 723 West Markham Street Zoning and Little Rock, Arkansas 72201-1334 Subdivision Phone: (501) 371-4790 Fax: (501) 399-3435 or 371-6863 June 5, 2015 Phillip Lewis Engineering 2701 Kavanaugh Boulevard, Suite 200 Little Rock, AR 72205 Re: The Trails Conditional Use Permit (Z-9042), located on the Southside of Kanis Road between the Chenal Downs Subdivision and Walnut Grove Road Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on June 4, 2015: Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted- - X Deferred to the July 16. 2015 Meeting. Other: If you have any questions please do not hesitate to contact me at 371-6821, Respectfully, Donna James, AICP Subdivision Administrator 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 July 17, 2015 Phillip Lewis Engineering 2701 Kavanaugh Boulevard, Suite 200 Little Rock, AR 72205 Re: The Trails Conditional Use Permit (Z-9042), located on the Southside of Kanis Road between the Chenal Downs Subdivision and Walnut Grove Road Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on July 16, 2015: Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. X Deferred to the October 8, 2015 Meeting. Other: If you have any questions please do not hesitate to contact me at 371-6821, Respectfully, Donna James, AICP Subdivision Administrator subd.doc 8 09/22/05 NOTICE OF PUBLIC HEARING BEFORE THE LITTLE ROCK PLANNING COMMISSION ON AN APPLICATION TO SUBDIVIDE PROPERTY To ALL owners of land lying adjacent to (including across the street from) the boundary of the property located at: 49 VJ li� 4," p� (GEbMRAL LOCATION OF PROPERTY ON WflICH IS PROPOSED TO BE SUBDIWDED) (ADDRESS OF PROPERTY TO BE SUBDIVIDED, IF AVAILABLE) Owned by: V 1�1� Lkf�� (lcj_i� -L /l1 C (NAME OF OWNER) (ADDRESS OF OWNER) Number of proposed lots: 'L� ; Proposed use of property: , 7Gt L e` F'A9try NOTICE IS HEREBY GIVEN THAT an application for the subdivision of the property cited above has been filed with the Department of Planning and Development. A public hearing to review a prelimin plat For this Property will be held by the Little Rock Maiming Commission on QC�a , at � P.M. in the Board of Directors Chamber, second floor, Little Rock City Hall,-) located at 500 Markharn Street. Note: The platting into lots and streets may involve a request for variances or waivers from the standards set forth in the Subdivision Regulations of the City of Little Rock. ALL PARTIES IN INTEREST MAY APPEAR and be heard at the above cited time and place, or any party in interest may notify the Planning Commission of their views on this matter by letter. All persons interested in this request are invited to Call or visit the Department of Planning and Development, located at 723 W. Markham St., phone, 371-4790, to review and discuss the application information with the Planning staff. Correspondence to the Planning Commission may be addressed to the Commission as a whole or to individual Commission members in care of the Little Rock Department of Planning and Development, 723 W. Markham St., Little Rock, AR 72201. AFFIDAVIT I hereby certify that I have notified all the abutting property owners of record of the above property that subject property is being considered for subdivision and that a Public Hearing is to be held by the Little Rock Planning Commission at the time and place described above. Applicant (Owner or Authorized Agent) (Name) 9 / 17 (Date) 7� Tz� YU:v- tf Pairic-Ja Ann S. DoubledayTr e o i Patricia Ann S. Doubleday Revocable Trust 1912 Beachwood Road Little Rock, AR '2207 ' 7n, T T, n7 4z Brent Staggs & josie staggs 1906 SeOOVY?od Road Little Rock, AR 72207 G. Bret Saliva --Trustee of thi? Bret Barnett Reva': We -Trust 1832 Beachwood Road Little Rock, AR 72207 -Z OV 0 2 9L-M --nrl n-1 Kenneth F. Sims & BurI2 Sims 1920 Beachwood Road Little Rock, AR 72207 m !-ITTUE R -C Jx C3 Y" 7 Byron N. Wilkes Sren ATlisom Wilkes 1923 Shadow Lane LittlB Rock, AR 72207 U1 Li T . LE M%qr' 7- C'. R. Henry Hodges & Mary P. Hodges 1915 Shadow Lane Little Rock, AR 72207 k I 4 9r9tt Wood & F-Firl S. Wood Little Rock, AR 72207 Everett C. Tucker .&Toni Tucor 1911 Shadow L;Rnr r Little Rock, AR 72207 L �rpm!pw' =W7 mor 1 TIE Kt��K - 7: '01 Myron T4nVthy-502 1901 Shadow Lane Little Rock, AR 72207 E= Douglas W, COY 18.4 BeeChWaod Road LIZUe RoCk, AR 7220T +�n 4 P -a t e I [up, d 1519 Geec :IWOQd 4.R92 - d tj, R.,cX. AR 7220 or 7—, IL r 1917 seecl,.w000 Road Little Rock, AR 12207 Rick Fiaetwood 1a21 Beechwood Road Little Rock, Ail 72207 •'pia: -...F -_ +;[ n-�'r�-._ H. ram.,. '•ai�F'. �,. ,I�•.- M1 - -? _.'�J.. + a,.r•••-.ems.. z•�� may,- -•-_ -awrence P. Harper & Twllla A. Harper _. 1819 Beechwood Road Little Rock, AR 72207 r - v TiT-__ r� 3i Rohn L. Riobinson, Jr - Mary Jane Rebilirnln 1811 Beechwood Road Little Rock, AR 72207 William ReAryLee Woodyard, N & Peyton Roberta'Woodyard 191,i Shadow Lane Lt`tla Rock, AR 72207 A. rt'E v y�__�..--'---- - --- r?6nald ri. glair. Jr. $ t_•auier. PhOP-5 B121r 1904 Sitapow Lane Little Rock. AR 72207 r — v , .E .• :.J.n ' :tilr}MM✓•W.�..�./4iK!tr•.i-.- r- ZI Jackson Clay HU'ter, II and Catherne Welch Hunter ISZ2 Shadow Lane - AR 72207 Little Rock, • f : _ .'. �: '« :+•-fie y � ;:vl:+�rR.e?:.—.r: v .�, ,� ., Alan B. Tedford & Anne 9, Tedford 1E114 Shadow Lane • _i;•ie Rock, AR 72207 1-8 _ —4 i� - t • - -- - —_--- -- _ J. Charles Henry 8 Sarah R. Henry 1 B'•7 Shadow Lane —Trustees( Suc: essors of the Harry ramily Trust Li';le Rock, AR 72207 Ya 4� .4,yy j/•,� �y ri Y�-•Yww".'_•b..%i!.'�- Allan E, Meadors 3 S88rine B, Meadors CO -Trustees of The Meadors Family Revocable Trust 18'2 Beechwaad Road Little Rock, AR 72207 -+,��.a,n.;- - -'- .- :ram. -fir _ `+�:v-1,•�:.r„� ,�-, : -1+ . - Rot;ert A. Porter, Jr, 3 Marilynn M, Porter 1900 Shadow Lane Little Rock, AR 72207 ' ^l'�•.. 1, ', ?�- . ..,,,. •� W ..,•-.-ram- �'. - ., ......:-, m.. .. �.�r..r.�,;r ti.: . T • 7' .IZii Thomas W. WaIkke 8 Margaret A. Wallace 1807 Shadow Lane Little Rock, AR 72207 � '. ._ - � P,obert i•i. -:judiay & MWtri; 'Cr6dley L3tti_ Ro;.k. AR 72207 Postal CERTIFIED MAIL,RECEIPT(DaMage Mail • -n _n _ T1 Pos . mob0030 Certifled Fee ' `0 ^t Return Receipt Fee +]dslirniuu (Endoraemant Required) #0: ao Hare Resrrfcted Dolivary Fee (Endorsement Required) S 7 $O. Total Postage & Fees 09/18f201 Car- r sear a +- - oraosaxrro. 6-6"ieri�EaC -- -- ------ i7 v� 05k y 1 PS F.Ym 3800, August 2006 See Reverse for Instructions r r n a a(Domestic Mail Only, For delivery rns LI .p' PO L U S. E n 7 PAZ. OL130 ri 11 U Certified Fee #ll CIO �� r)c $l]/S� ] Relum Receipt Fes ] (Endorsement Required) H 7 7 Rasxlcled Dallvery Fee (Endarsarnant Required} � TO U . � j a Total Postage & Fees R70'%BZoX1Vo. 'IYn''T., ][ ! v'." 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Y - L C� *WOV .. t Postal CERTIFIED MAILc" RECEIPT m Domestic Mail Only ti t.n 1111111"PRIM ARM C3 PoS�c (1030 •'�- �l. Certilled Fee $0. 00 p Retum RecolplFee ' hl� 'p p (Endorsement Required) $6. clo ResMctad Delivery Feelj, _ i rQ Q (Endorsement Required) .J ep Total Postage & Fee. 7. fi.l e C37reef8iWr. r OWNERSHIPIZONE, SEARCH Date: May 8, 2015 File Number: 15-013237-050 Prepared For, Unleashed Innovations, Inc. Lenders Title Company has searched the records of the Real Estate Records of Pulaski County, Arkansas to determine the apparent ownership of property within 200 feet of the perimeter of the following described property as of April 17, 2015 at 8:00 a.m. See Exhibit A Following is a list of apparent owners of property within 200 feet of the perimeter of the above described property as reflected by the records of the Real Estate Records of Pulaski County, Arkansas: 1. Brian D. and Laura A. Greenway, 3 Farrah Lane, Little Rock, AR, 72223. 2. T. Scott Proctor and Rene Proctor, 8 Masters Circle, Little Rock, AR, 72212. 3. Theseus Holdings, LLC, P.O. Box 251602, Little Rock, AR, 72225-1602, 4, Gary A. White, 11 Lindbergh Ave., Barre, VT, 05641. 5. Straessle Enterprises LTD Partnership, 11912 Kanis Road, Suite F1, Little Rock, AR, 72211. 6. Walnut Grove United Methodist Church, 1225 Walnut Grove Road, Little Rock, AR, 72223. 7. BEM Properties, LLC., 7 W. Shackleford Blvd., Little Rock, AR, 72211. Ronnnie White, 1001 Walnute Grove Road, Little Rock, AR, 72211-9542. 9, Deltic Timber Corp., P.O. Box 7200, El Dorado, AR, 71731-7200. 10. Blake and Katie Chandler, 1800 Walnut Grove Road, Little Rock, AR, 72223. 11, Brian D. and Laura A. Greenway, 3 Farrah Lane, Little Rock, AR, 72223, 12. John H. Bale, Jr., and Sharon Bale, 13101 Chenal Parkway, Little Rock, AR, 72211. 13. Keith and Nikki Harper, 20 Sellette Court, Little Rock, AR, 72223 This Ownership/Zone Search is intended for the exclusive use of the addressee for informational purposes only. Lenders Title Company is not expressing or attempting to express an opinion as to the validity of the title to the above described property or property noted as being within 200 feet thereof (collectively referred to as "the property"), the accuracy of the addresses, nor as to the validity of any interests or encumbrances, both recorded and unrecorded, that pertain to the property. While Lenders Title Company believes that the information stated above is accurate, no assurances are made nor is any liability assumed by Lenders Title Company for any incorrect information stated herein or omitted herefrom. For assurances as to the title to the property, addressee should obtain a title insurance commitment/policy. G,T-C - ownmhip 2mia saarchAf 1 of 2 Sincerely, Lenders Title Company Arkansas License No. IA-82 Titi442TEAens=er: I6_ 7] 0328 AttachmentX�ibt'�- 14 That part of Section 33 and that part of the West Haff of the Southwest Quarter of Section 34, Township 2 Ninrth, Range 14 Writ, Pulaski County, Arkansas, more fully described as follows. Commencing at the Southeast corner of the Northwest Quarter of the Southwest Quarter of said Section 34 and run thence N83*IV4"W along U,,e north line of said Nov Y, SW % a distance of 77.0 feat to a point otl the south right of way of Kanis Road, said point being the point of beginning of property limin described: thence N88010'14" 01 along the north line of the NW'4 5W'/,. a distance of 390,35 feet to a 44 rebar an the north line of property described in Special Warranty Deed Inatrurneat 42002128292, ?ulasla Courrty, Arkansas; thence S27'42'34"W along the north line of said property (Ina"20022128292) a distance of 266.50 feet to a 44 rebar Cap #-1281; thence N68'2b'44"W along the north line of said property (Instr#20022126292) a distance of 1,021.56 feet to a #4 rebar cap #1281; thence S2'41'12"1N along the north line of said property (lnstr#20022128292) a distance: of 741.91 feet to a #4 rebar cap #1281; thence N87'67'35" V along the north line of said property (I nstr#20022128292) a distance of 3 17. 06 feet `o a #4 rebar cap *1281; thence N44'30'24"W along the north line of said property (I rssh#200221282-92) a distance of 084.30 feet to a #4 recur bap #1281; thonce N87'39'03"W along the nnrti: line of said properly (Instr#20022128292) a distance of 1,320.30 fast to a #4 mbar cap # 1281 on the west line the Southwest Quarter of the Southeast Quarter of said Sectton 33; thence N2"18'02"E along the west line of said SW 1/4 SE'/ a distance of 325.00 fleet to a Bolt at the southwest comer of the Northwest Quarter of the Southeast Quarter of said Section 33; thence N2'1902"E along the west line of said NW V4 SE % a distance of 1,307.18 feet to a stone pile at the Northwest comer thereof; thence N87°45127'W along the south line of the Southeast Quarter of the Northwest Quarter of said Section 33 a distance of 998,80 feet to a #4 mbar at the southeast comer of the West Half the Southwest Quarter of the Southeast Quarter of the Northwest Quarter of said Section 33; thence forth 85'06'25' West a distance of 254.29 feet to the west right of way of Walnut Grove Road; thence the following courses along the west right of tray of said Walnut Grove toad; North 11'54'53" West 19.513 feet, (North 27'68'18" West 72.56 feet, north 42'1126" V%±est 36.35 feet. Noith 49"45'20" West 345.72 feet North 48'08'61" West 360.86 feet, North 49'48'04' West 131.56 feet, North 52017'18" West 74.45 feet, North 58'30'53"'West 52.36 feet, North 63'13'W West 102,54 feet to a point on the south right of way line of ]Canis Road; thence folioiving courses along the south right of way line of !Cants Road, being 30' south and parallel with the center line thereat North 37'52`25" East 15.96 feet, North 4W521V" East 64.21 feet, North 40'W55" East 29.77 feet, North 51028'50" East 40.87 feet, North 54'14'05' East 166.68 feet, North 57'10'41' East 57.58 feet, North 65047'03" East a distance of 53.60 feet; North 78°31'33' East 47.88 feet, South 88*46*1 S' East 41.67 feet, South 77'54'00' East 52.66 Bast, South 73°26'47" East 98.15, South 73°20'11" East 192.27, South 73'22L55" East, S72°28'40"E, 463.51 fast; S65°07'26"E, 308.53 feet; S57'43'45" E, 317.98 feet SS5103115" E, 510.78 :oet; SW53118"E, 264.62 feet; So7'27127"E, 161.08 feat: S07'52110"E, 318.20 feat; 571°05'13"E , 162.21 feet; S72'21'52"E,165.56 fe% 56804244'RE, 168,14 feet; 56712126'E, 168.T7teet; SU'U'55"E. 261.62 feet; S54'29'40"E , 148.69 feet; S6Z24'17"E , 315.00 fee: SCW32'p8"C . 396.17 feet 58o,041551,E, 392.37 feet; S60'44'1211E, 649.79 feet; S56'30'49" E , 223.24 feet; S5M1'22"E 176.40 feet; S4U958'07"E ,,119.55 to the point of beginning, containing 154.3acres more ar less. Subject to Wooded Fuirer zone as described In Special Warranty Deed instrument #109909G475, Puia3ld County, Arkansas: ihat por%urk of the above described neat property located within one !hundred (100) feet of the right of way of Kanis Road is vvva[dQd buffer zone. Other than three roadidriveway connections being aitowed to be constructed through the wooded buffer zone for access to the above described real property, no owner of all or any portion of the above described teal Property may construct any buildings, structures of other improvements MtNn the wooded �uifer zone, cut any tress, plant or Otter natural vegetative growth WMIn the wooded buffer zone, or Modify by grading or otherwise the existing contour of the wooded buffer zone. �0 --------------- --------------------- CHENAL 815 TECHNOLOGY DR LITTLE ROCK ARC 722239998 0451380030 09/18/2015 (800)275-8777 4:11 PM -------------------------------------- Product Sale Final Description Qty Price First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72223) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Monday 09/21/2015) Certified 1 WUSPS Certified Mail #) (70142870000073016486) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72211) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Monday 09/21/2015) Certified 1 (CUSPS Certified Mail #) (70142870000073016479) First -Class 1 Mail Letter - (Domestic) (LITTLE ROCK, AR 72223) (Welght:0 Lb 0.60 Oz) (Expected Delivery Day) (Monday 09/21/2015) Certified 1 WUSPS Certified Mail #) (70141200000230156222) First -Class 1 Mail Letter (Domestic) (EL DORADO, AR 71731) (Weight:O Lb 0.60 Oz) (Expected Delivery Day) (Monday 09/21/2015) Certified 1 (i@USPS Certified Mail #) (70111200000230156628) First -Class 1 Mail Letter (Domestic) (BARRE, VT 05641) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Monday 09/21/2015) Certified 1 (IOUSPS Certified Mail #) (70141200000230156598) First -Class 1 Mail Letter (Domestic) (LITTLE ROCK, AR 72223) (Welght:0 Lb 0.60 0z1 (Expected Delivery Day) (Monday 09/21/2015) Certified 1 (WUSPS Certified Mail #) �5.49 rfA $3.45 $0.49 $3.45 $0.49 r-BT Ldr' (Domestic) (LITTLE ROCK, AR 72225) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Monday 09/21/2015) Certified 1 $3,45 (@@USPS Certified Mail #) (70141200000230156581) First -Class 1 $0,49 Mail Letter (Domestic). 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XXXXXXXXXXXXXXXXXXXXXXXX:CXXXXXXXXXXXXX $0.49 $3.45 All sales final on stamps and postage Refunds for guaranteed services only Thank you for your business HELP US SERVE YOU BETTER TELL US ABOUT YOUR RECENT n 15 722239998 0451380030 9�21.12015 (800)275-8777 3:27 PM Product Sale Final Description Oty Price First -Class 1' _ $0,49 Mail Letter (Domestic) (LITTLE ROCK, AR 72212) (Weight:0 Lb 0,60 Oz) (Expected Delivery Day) (Wednesday 09/23/2015) Certified 1 $3.45 (@@USPS Certified Mail #) (70142870000073016547) First -Class 1 $0,49 Mail Letter (Domestic) (LITTLE ROCK, AR 72211) (Weight:O Lb 0.60 Oz) (Expected Delivery Day) (Wednesday 09/23/2015) Certified 1 $3.45 (@@USPS Certified Mail #) (70142870000073016523) First -Class 1 $0.49 Mail Letter (Domestic) (LITTLE ROCK, AR 72223) (Weight:0 Lb 0.60 Oz) (Expected Delivery Day) (Wednesday 09/23/2015) Certified 1 $3.45 (@@USPS Certified Mail #) (70142870000073016530) $11.8-- Debit Card Remit'd $11.82 (Card Name:Qebit.Car (Account #:XH)f)(HXHH}(HHH5215) (Approval #: > (Transaction 0:847) (Receipt #:001895) (Debit Card Purchase:$11.82) d (Casio Back:$0.003 i �s For tracking or inquiries go To , r USPS.com or call 1-800-222-1811. Order stamps at usps.com/shop or call 1-800-Stamp24. Go to usps.com/clicknship to print shipping labels with postage. For other information call 1-800-ASK-USPS. vr�r�xcv:�rr�r��:err:rr:rr�ex:exx�r:err:�r��r;rxxr;xrrx:r:e�e�erere Get your mail when and where you want it with a secure Post Office Box. Sign up 'for a box online at usps.com/poboxes. :r,rvc�e:e�rrc�e:rxrc�cx�:exx��r�e�:rx x�r�txx�e�•xxx:ex�r�eX All sales final on stamps and postage Refunds for auaranteed services only 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 October 16, 2015 Phillip Lewis Engineering 2701 Kavanaugh Boulevard, Suite 200 Little Rock, AR 72205 Re: Z-9042 - The Trails Conditional Use Permit, located on the Southside of Kanis Road between the Chenal Downs Subdivision and Walnut Grove Road Dear Sirs: This is to advise you that in connection with your request concerning the above referenced file number the following action was taken by the Planning Commission at its meeting on October 8, 2015: Approved with conditions. Recommended approval with conditions. Recommended approval as submitted. Denied your request as submitted. x Deferred to the _January 7. 2016 Meeting. Other: If you have any questions please do not hesitate to contact me at 371-6821. Respectfully, Donna James, AICP Subdivision Administrator James, Donna From: Wayne Oz Richie <oz.richie@gmail.com> Sent: Wednesday, December 23, 2015 10:14 AM To: James, Donna Cc: 'Wayne Oz Richie'; 'Scott Schallhorn'; Paulette Richie; 'Prichie'; Paulette Richie; 'Andrew Rike'; 'Andy Davis' Subject: Request to withdraw The Trail Donna, Please accept this email as my request to withdraw without prejudice my Application to Subdivide Property and the Conditional Use Permit Application for The Trails, proposed subdivision. As we have stated from the very beginning, The Trails is a premier development which will comply with all regulations and standards imposed upon it. I feel my team and I need a little more time to prove this to the city. There have been delays due to the Holiday schedules of the many outside agencies we are working with and this has further cause unforeseen delays we have no control over. I do appreciate all the city staff and Planning Commission has done so far. I look forward to a great 2016 and wish you and your entire depart a Very Merry Christmas and Happy New year. Please contact me if you need anything further for this request. Have a great day Donna. Wayne "Oz" Richie Sound Engineering, Chairman/CEO Waters & Waters Realty, Executive Broker Arkansas BBB, 2011 & 2012 Chairman E-mail: oz.richie@gmail.com Phone: 501-258-1480