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Home My WebLink AboutTIMBERLINE CHURCH PUD - Filed CS-COMMENT SHEETS - 2005-07-26PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: October 14, 1999 DEPT: ENGINEERING PROJECT: #1-97A First assembly of God ( Timberline Church) P.U.D. - Final (LDGS) PLANNER: Ted Shepard * Plat does not close - off by 9.5'+/- * Where is detail of trail section ( typ) ? * Add note RE: trail construction from page 6/23 to sheets 10&13/23 * Refer to standard detail sheet 22/23 * Please refer to trail and bridge construction plans for Rigden faun and include with this plan set. Date: lL7 �'� � — Signature: PLEASE SEND COPI S OF MARKED REVISIONS: �[-y�1,-,LAT LJ SITE E --UTILITY []—LANDSCAPE Comments continued from the previous page: • Please provide spot elevations as indicated in details D-18 and D-19. This also applies to driveway accesses. • Show and label all easements. • Please identify the limits of construction more clearly. Modify the line weights. • Please include a note stating that the City will not be responsible for any private improvements. Indicate the private improvements. • Show the locations of any utility crossings in the profiles. • Please label the centerline of Timberline Road. • Please show all curb return profiles. • You will need to show how he proposed grade @ the east edge of asphalt ties back in with the existing street. • Ultimate designs for arterials need to extend for 1000 feet beyond the proposed construction. This has not been shown to the south of the project. Please include in the centerline profile, both existing and ultimate, in the design. • Indicate where the proposed construction (i.e. the east EOA) matches the existing pavement. Use stations and elevations • Include the typical cross section on this sheet or reference the sheet where it can be found. • See sheet number 17 for additional comments and concerns. Sheet 18 of 23: Timberline Road Plan and Profile (2) • The interim taper for the asphalt that you are proposing is inadequate. Referring to AASHTO requirements, the taper length for a speed of 40 mph needs to be 320 feet (minimum). Please provide this length to both ends of Timberline Road. • The City does not accept "angle points" at the beginning and the end of tapers. According to AASHTO requirements, a minimum radius of 500 feet should be used for a central angle of 5 degrees and should be increased 100 feet for each additional 1 degree decrease in the central angle. • The radii at the access into the site need to be reduced to 15 feet instead of 25 feet. • Please provide handicap access ramps at the curb returns and reference a detail. • Please provide stationing and elevations on all PC's in the plan and profile. • Please provide a curve data table for all curves used on this sheet. Include a label, radius, tangent length, angle, and arc length. • Please provide a note indicating the type of stationing being used. • Make sure that the existing features are shown with a light dashed line type and are labeled correctly. • Please reference all of the details used. • Please provide spot elevations as indicated in details D-18 and D-19. This also applies to driveway accesses. • Show and label all easements. • Please identify the limits of construction more clearly. Modify the line weights. • Please include a note stating that the City will not be responsible for any private improvements. Indicate the private improvements. • Show the locations of any utility crossings in the profiles. • Please label the centerline of Timberline Road. Comments continued on the next page ar Comments continued from the previous page: • Please show all curb return profiles. • You will need to show how he proposed grade @ the east edge of asphalt ties back in with the existing street. • Indicate where the proposed construction (i.e. the east EOA) matches the existing pavement. Use stations and elevations • Include the typical cross section on this sheet or reference the sheet where it can be found. • See sheet number 18 for additional comments and concerns. Sheet 19 of 23: Timberline Road Cross Sections • For all cross sections please include the following: i. ROW lines ii. Label the curb, gutter, sidewalk, medians, etc. iii. Slopes iv. Label the proposed construction and the future construction V. Provide elevations where the proposed improvements matches the existing conditions. vi. Show all utility crossings and include invert elevations, clearances, etc. • Provide cross sections every 50 feet. • Please provide cross sections for 1000 feet south of the proposed construction reflecting the ultimate design and existing conditions. Sheet 20 of 23: Timberline Road Cross Sections • For all cross sections please include the following: i. ROW lines ii. Label the curb, gutter, sidewalk, medians, etc. iii. Slopes iv. Label the proposed construction and the future construction V. Provide elevations where the proposed improvements matches the existing conditions. vi. Show all utility crossings and include invert elevations, clearances, etc. • Provide cross sections every 50 feet. Sheet 21 of 23: Signing and Striping, Typical Sections • Please remove all of the unnecessary information, i.e. contours, waterlines, etc. Sheet 22 of 23: Detail Sheet (2) • Is there a detail sheet missing or is the title numbered wrong? Please address. PROJECT COMMENT SHEET Citv of Fort Collins Current Planning DATE: November 13, 1997 TO: Engineering Pvmnt PROJECT: #1-97A First Asembly of God - (LDGS) Final All comments must be received by Mike Ludwig no later than the staff review meeting: Wednesday, December 17,1997 A final soils report and a pavement design for Timberline Road will be required for the streets prior to construction. The pavement design needs to be based on the new borings, and traffic information from the City's Engineering office. Date: CHECK HERE IF YOU WISH TO RECENE COPIES OF REVISIONS Ply _ Sk _ Ord W Report _ U0 _ Rdw U0 _ hands* �r City of Fort Collins REVISION COMMENT SHEET 2-1 DATE: April 10, 1997 DE.PT: Engineering PROJECT: First Assembly of God P.U.D. PLANNER: Mike Ludwig GENERAL COMMENTS Sheet 1 of 2: Preliminary Site Plan and Plat • Please check the dimensions for what is required for a major arterial street according to the current street standards. It appears that what is shown does not meet these requirements. Also, the R.O.W. that is shown looks like it is shifted to the east too far. Please modify. • Note that the southern access is temporary and will be moved south to line up with Sagebrush Drive. • Sagebrush Drive will not be required to continue through the site. • We will need a guarantee stating that the accesses being shown to the north will need to have the flexibility to shift to the east and west to accommodate the development to the north. • We will need to see a letter from the USDA property for the easements required. • Please provide an updated architectural site and landscape plan reflecting the changes to the site. Comments continued on the next page ow Date: 1 mj i 11i Signature: Comments continued from the previous page... Sheet 2 of 2: Preliminary Site Plan and Plat Please label all of the lines, i.e. on Timberline Road, to better distinguish one from the other. Please show and provide for the ultimate R.O.W. for a major arterial road. Right now though, design for an arterial street ( meeting the current street standards ) with 83' roadway. Provide an offsite design showing the transition from the existing conditions at Vermont Drive to the new standards along the church frontage. (This will be in conjunction with the interim design shown now) Refer to the plans for additional comments. PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: January 21, 1997 DEPT: Engineering PROJECT: #1-97 First Assembly of God PUD Preliminary PLANNER: Mike Ludwig All comments must be received by: Monday, February 10, 1997 GENERAL COMMENTS 1. Revisions to the typical street section for Timberline Road should be made on sheet 1 of 3, Preliminary Cover Sheet. The dimensioning of the lanes, easements, etc., are not minimums and should be addressed. 2. Need to show all streets to the west of Timberline Road and their connections to Timberline Road. 3 Include the street improvements that are planned for Timberline Road and include them in this project. These improvements should show lanes and their widths, easements, and transitions, etc. to and from the projects accesses. 4. The transit stop indicated on the site plan is not needed here. The existing transit stop in front of the CSU buildings will remain in its present location. Date: Z lz Signature CHECK I.F YOU WISH TO RECEIVE COPIES OF REVISIONS /' ze ❑ PLAT ❑ SITE ❑ LANDSCAPE 0 UTILITY PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: January 21, 1997 DEPT: Engineering PROJECT: #1-97 First Assembly of God PUD Preliminary PLANNER: Mike Ludwig All comments must be received by: Monday, February 10, 1997 GENERAL COMMENTS 1. Revisions to the typical street section for Timberline Road should be made on sheet 1 of 3, Preliminary Cover Sheet. The dimensioning of the lanes, easements, etc., are not minimums and should be addressed. 2. Need to show all streets to the west of Timberline Road and their connections to Timberline Road. 3. Include the street improvements that are planned for Timberline Road and include them in this project. These improvements should show lanes and their widths, easements, and transitions, etc. to and from the projects accesses. 4. The transit stop indicated on the site plan is not needed here. The existing transit stop in front of the CSU buildings will remain in its present location. Date: / s Signature i CHECK IF YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS ❑ SITE ❑ LANDSCAPE ❑ UTILITY PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: January 21, 1997 DEPT: Engineering: Pvmt PROJECT: #1-97 First Assembly of God PUD Preliminary PLANNER: Mike Ludwig All comments must be received by: Monday, February 10, 1997 The preliminary Geotechnical Engineering Report submitted at final will need to be a currant report. The report submitted is dated January 1994 and did not address the currant standards. Date: Signature j ,.- CHECK IF YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS ❑ SITE ❑ LANDSCAPE ❑ UTILITY PROJECT COMMENT SHEET City of Fort Collins Current Planniniz DATE: January 21, 1997 DEPT: Mapping PROJECT: #1-97 First Assembly of God PUD Preliminary PLANNER: Mike Ludwig All comments must be received by: Monday, February 10, 1997 I. h_-d �o sec ri,2 N,« �1 �Izl+ � i'jC Date: Signature CHECK IF YOU WISH TO RECEIVE ❑ PLAT COPIES OF REVISIONS ❑ SITE ❑ LANDSCAPE ❑ UTILITY Stan A. Myers P.E. 1318 Tarryton Drive Fort Collins, CO 80525 223-7973 (H) 482-5922 (W) April 29, 1997 Mike Herzig City of Fort Collins Planning Office 281 N. College Ave. Fort Collins, Co 80521 Re: First Assembly of Fort Collins - Cost of Offsite Roadway Improvements Dear Mike: Please find attached an estimate of the offsite roadway connections agreed to by First Assembly. These are based on a flowline to flowline width of 36 feet. The extensions are based on a field measured distance of 273 feet from the north property line of the church site to the south flowline of Custer Drive (extended east as a collector). I trust this will provide you with the documentation you requested. If you have questions please contact me. Sincerely, Stan A. Myers P.E. cc: Frank Estep; First Assembly Lowe Ross; The Larson Group REVISION COMMENT SHEET DATE: August 26, 1999 TO: Engineering PROJECT: #1-97A First Assembly of God (Timberline Church) P.U.D. — Final (LDGS) All comments must be received by Ted Shepard no later than the staff review meeting: Wednesday, September 15, 1999 No Comment Problems or Concerns (see below or attached) ENGINAL TYEERING DEPT. NOTE: THIS REPRESENTS THE POSSIBL BEST QU FRIOMIVERYEPOOR QUALITY EN ORIGINALS c--- '� Date: L�_— /� `� Signature) �_ CHECK HERE IF YOU WISH TO RECEIVE COPIES OF REVISIONS _ Plat _ Site _ Drainage Report _ Other _ Utility _ Redline Utility _ IendsW Local Connector Street Costs prepared by Stan A. Myers P.E. Based on input from Western Mobile 4/28/97 Unit Cost per I.f. Cost of Roadway Sidewalk 4.5 feet wide (per s.f.) $1.75 $15.75 Curb & Gutter (2ft. pan) (per I.f.) $7.50 $15.00 3-1/2inch Asphalt Pvmnt and 6 inch Base Course (per s.y.) $9.25 $32.89 Total Street Improvements per I.f. $63.64 Cost per Street Extension (273 I.f.) $17,373.42 Total Estimated Cost for Both Extensions to Custer Drive $34,746.83 Stun A. Myers P. E. 1318 Tanyton Drive Fart Collins, CO 80525 (H) 223-7973 (14� 482-5922 April 7, 1997 Mike Herzig City of Fort Collins Planning Office 281 North College Avenue Fort Collins, CO 80521 Fax 221-6378 RE: Response to Cit} Preliminary Comments Dear Mike This letter summarizes the redline comments we received from the City of Fort Collins Stormwater Utility, the Water and Sewer Department . Transportation Department and the Engineering Department. According to recent conversations with each of these departments it is the intention of the First Assembly of God's design team to note these items and to address each item with the Final Submittal of the church's Utilitv Plans. The following list summarizes the items which appears on these comments for everyone's information. The following comments from the Stormwater Utility Review have been noted: 1. Diversion drainage from the east side of Timberline Road will be diverted into the Church site and detained. 2_ Existing and new contours will be clearly identified with the new contours tying into the appropriate existing contour. 3. The status of all irrigation structures will be clarified. 4. Conveyance of the drainage to the detention area will be clarified. 5. Summary Hydrologic Tables will be added. G. Drainage around the proposed davcare facility will be routed onsite and clarified. 7 Drainage basin lines and design points and their flows will be clarified 8. The 100 year floodplain along the Foothills Channel will be shown. 9, The Foothills Channel easement will be shown. The following comments from the Water Utility Review have been noted: 1. These notes will be added to the final Planting Notes: Shrubs shall be 4 feet clear of all water and sewer lines. Locate all utilities prior to planting 2. The 3 inch and 6 inch waterlines in Timberline should be noted as Fort Collins- Loveland District Lines 3. Water service for this site will come from the City's 16 inch line in Timberline Road. 4. All curb stops and meter pits will be located in landscaped areas 5. Sanitary sewer service to the main building should consider the future expansion as well 6. Waterline thrust blocking should not be in the vicinity of manholes 7. Five feet of horizontal separation should be maintained between the waterline and curblines 8 City asked that the waterline be looped to the east property line if possible 9 Any required service lines to the future school site, assisted living center or the bus barn should be noted. 10. All irrigation taps should be identified. 11. The 20 foot sanitary sewer casement from the south should be expanded to 30 feet if possible The following comments from the Engineering and Traffic Department Review were noted: The pavement transition from the current pavement width to the required 70 foot pavement width should be designed south of the site along the CSU and USDA frontage Additional access easement required for the transition. This has been done and a letter of intent to grant the church this additional easement has been acquired. 2. The north access drive should accommodate an entry lane (15 feet recommended width): a left out (12 feet recommended width) and a right out (12 feet recommended width). 3. The south access drive should accommodate at the least an entry lane, a left out (12 feet recommended width) and a right out (12 feel recommended width). Again, these comments have been noted to be addressed with the Final Design Submittal. I trust this information provides you with verification of the approach we intend to take. If you have questions or would like further clarification please contact me. Thank you for the flexibility you have had in working with us. Sincerely , r Stan A. Myers P. E. Frank Estcp; First Assembly Gary Larson ; The Larson Group Eldon Ward: Cityscape Urban Design City of Fort Collins Current Planning DATE: June 14,199 PROJECT 10 COMMENT SHEET DEPT: ENGINEERING PROJECT: First Assembly of God PLANNER: Ted Shepard 1. Need to dedicate 3 additional feet of Right-of-way on Timberline 2. Timberline road is being designed for the City by JR Engineering, Please eliminate Timberline Road design from your plans and reference JR design set ( to be built by others) 3. South access point to be labeled as temporary until such time as Sagebrush is built, access will then come from Sagebrush. 4. Coordinate Norlhwest access point with Rigden Farm, needs to move east. 5. Need to reevaluate Traffic Study, Custer Drive will be signalized, I suspect most traffic will use signal, Timberline Road accesses will be right in/right out. 6. Use current signature block (copy attached). Need sanitary sewer easement 8. Waterline connections in Timberline Road need to be installed with City project, contact City project engineer Jason Stutzman for coordination. 9. This project will require a Development Construction Permit and Development Agreement 10. Please submit redline / blueline with next submital, Engineering ready for Mylars Date: L! `5 Signature: PLEASE SEND COPIES OF MARKED REVISIONS: PLAT M--SITE [k—XTILITY B--LANDSCAPE 1ANDSCAPE PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: November 13, 1997 TO: Engineering 5 PROJECT: #1-97A First Asembly of God - (LDGS) Final All comments must be received by Mike Ludwig no later than the staff review meeting: Wednesday, December 17,1997 MAJOR COMMENTS AND CONCERNS Sheet 1 of 23: Cover Sheet • Please reduce the size of the overall vicinity map and enlarge the surrounding street names. • Please modify the General Notes as noted on the Cover Sheet. • Please remove the copyright from all sheets throughout the utility plan set. Sheet 1 of 3: Plat • Please reduce the size of the overall vicinity map and enlarge the surrounding street names. • Please include the following in the vicinity map: i. City limit lines ii. Major public facilities Comments continued on the next page sw Date: IZ/17 CHECK HE IF YOU WISH TO RECEIVE COPIES OF REVISIONS ✓ PIS / Siw _ Drainage Report ✓ Ok 2Esvowsc 7a — Utility v Redline Utlltq ✓ I.aodscape ct +eyr5 City of Fort Collins Comments continued from the previous page: Please modify the Attorney's Certificate according to the enclosed sheet. This new version will be required on all plats from now on. Please modify the legal description in the title. Please provide access easements at the driveway "stubs" on the north edge of the property. They should be 36 feet wide, but will be built to 30 feet wide. Sheet 2 of 3: Plat There is a portion of the proposed platted boundary that is not included in the legal description. Please include in the legal description and provide a bearing on the plan view. See sheet number 2 of 3 for additional comments and concerns. Sheet 3 of 3: Plat Please modify the legal description in the title. Sheet 17 of 23: Timberline Road Plan and Profile (1) • During our transportation coordination meeting, it was agreed upon by staff that the south access should be constructed in the ultimate location, and aligning with Sagebrush. An access easement will need to be acquired for this. If the access were to be constructed in the future an easement would still be required. So rather than building a temporary access, tearing it up and then building the permanent access, it would be a cost savings to just construct the south access in its correct location. • The interim taper for the asphalt that you are proposing is inadequate. Referring to AASHTO requirements, the taper length for a speed of 40 mph needs to be 320 feet (minimum). Please provide this length to both ends of Timberline Road. • The City does not accept "angle points" at the beginning and the end of tapers. According to AASHTO requirements, a minimum radius of 500 feet should be used for a central angle of 5 degrees and should be increased 100 feet for each additional 1 degree decrease in the central angle. • The taper length for the future improvements that you are showing is inadequate. Referring to AASHTO requirements, the taper length for a speed of 50 mph needs to be 600 feet (minimum). Please provide this length on the plans. • The radii at the access into the site need to be reduced to 15 feet instead of 25 feet. • The nose of the median needs to be a minimum of 20 feet from the flowline of Timberline Road per City standards. Please modify. • Please provide handicap access ramps at the curb returns and reference a detail. • Please provide stationing and elevations on all PC's in the plan and profile. • Please provide a curve data table for all curves used on this sheet. Include a label, radius, tangent length, angle, and arc length. • Please provide a note indicating the type of stationing being used. • Make sure that the existing features are shown with a light dashed line type and are labeled correctly. • Please reference all of the details used. Comments continued on the next page cw Comments continued from the previous page: • Please provide spot elevations as indicated in details D-18 and D-19. This also applies to driveway accesses. • Show and label all easements. • Please identify the limits of construction more clearly. Modify the line weights. • Please include a note stating that the City will not be responsible for any private improvements. Indicate the private improvements. • Show the locations of any utility crossings in the profiles. • Please label the centerline of Timberline Road. • Please show all curb return profiles. • You will need to show how he proposed grade @ the east edge of asphalt ties back in with the existing street. • Ultimate designs for arterials need to extend for 1000 feet beyond the proposed construction. This has not been shown to the south of the project. Please include in the centerline profile, both existing and ultimate, in the design. • Indicate where the proposed construction (i.e. the east EOA) matches the existing pavement. Use stations and elevations • Include the typical cross section on this sheet or reference the sheet where it can be found. • See sheet number 17 for additional comments and concerns. Sheet 18 of 23: Timberline Road Plan and Profile (2) • The interim taper for the asphalt that you are proposing is inadequate. Referring to AASHTO requirements, the taper length for a speed of 40 mph needs to be 320 feet (minimum). Please provide this length to both ends of Timberline Road. • The City does not accept "angle points" at the beginning and the end of tapers. According to AASHTO requirements, a minimum radius of 500 feet should be used for a central angle of 5 degrees and should be increased 100 feet for each additional 1 degree decrease in the central angle. • The radii at the access into the site need to be reduced to 15 feet instead of 25 feet. • Please provide handicap access ramps at the curb returns and reference a detail. • Please provide stationing and elevations on all PC's in the plan and profile. • Please provide a curve data table for all curves used on this sheet. Include a label, radius, tangent length, angle, and arc length. • Please provide a note indicating the type of stationing being used. • Make sure that the existing features are shown with a light dashed line type and are labeled correctly. • Please reference all of the details used. • Please provide spot elevations as indicated in details D-18 and D-19. This also applies to driveway accesses. • Show and label all easements. • Please identify the limits of construction more clearly. Modify the line weights. • Please include a note stating that the City will not be responsible for any private improvements. Indicate the private improvements. • Show the locations of any utility crossings in the profiles. • Please label the centerline of Timberline Road. Comments continued on the next page cw Comments continued from the previous page: • Please show all curb return profiles. • You will need to show how he proposed grade @ the east edge of asphalt ties back in with the existing street. • Indicate where the proposed construction (i.e. the east EOA) matches the existing pavement. Use stations and elevations • Include the typical cross section on this sheet or reference the sheet where it can be found. • See sheet number 18 for additional comments and concerns. Sheet 19 of 23: Timberline Road Cross Sections • For all cross sections please include the following: i. ROW lines ii. Label the curb, gutter, sidewalk, medians, etc. iii. Slopes iv. Label the proposed construction and the future construction V. Provide elevations where the proposed improvements matches the existing conditions. vi. Show all utility crossings and include invert elevations, clearances, etc. • Provide cross sections every 50 feet. • Please provide cross sections for 1000 feet south of the proposed construction reflecting the ultimate design and existing conditions. Sheet 20 of 23: Timberline Road Cross Sections • For all cross sections please include the following: i. ROW lines ii. Label the curb, gutter, sidewalk, medians, etc. iii. Slopes iv. Label the proposed construction and the future construction V. Provide elevations where the proposed improvements matches the existing conditions. vi. Show all utility crossings and include invert elevations, clearances, etc. • Provide cross sections every 50 feet. Sheet 21 of 23: Signing and Striping, Typical Sections • Please remove all of the unnecessary information, i.e. contours, waterlines, etc. Sheet 22 of 23: Detail Sheet (2) • Is there a detail sheet missing or is the title numbered wrong? Please address. PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: November 13, 1997 TO: Engineering PROJECT: #1-97A First Asembly of God - (LDGS) Final All comments must be received by Mike Ludwig no later than the staff review meeting: Wednesday, December 17,1997 MAJOR COMMENTS AND CONCERNS Sheet 1 of 23: Cover Sheet • Please reduce the size of the overall vicinity map and enlarge the surrounding street names. • Please modify the General Notes as noted on the Cover Sheet. • Please remove the copyright from all sheets throughout the utility plan set. Sheet 1 of 3: Plat • Please reduce the size of the overall vicinity map and enlarge the surrounding street names. • Please include the following in the vicinity map: I. City limit lines ii. Major public facilities Comments continued on the next page cw Date: 1Z/I7 CHECK HERE IF YOU WISH TO RECEIVE COPIES OF REVISIONS r; ✓ iPtyW , / Site T� _ Drai�a�agpe�pRepolt ✓ Oler eEsa&Jsi= n '� U& `� ud� Inds* � � City of Fort Collins Comments continued from the previous page: Please modify the Attorney's Certificate according to the enclosed sheet. This new version will be required on all plats from now on. Please modify the legal description in the title. Please provide access easements at property. They should be 36 feet wide, Sheet 2 of 3: Plat the driveway "stubs" on the north edge of the but will be built to 30 feet wide. There is a portion of the proposed platted boundary that is not included in the legal description. Please include in the legal description and provide a bearing on the plan view. See sheet number 2 of 3 for additional comments and concerns. Sheet 3 of 3: Plat Please modify the legal description in the title. Sheet 17 of 23: Timberline Road Plan and Profile (1) • During our transportation coordination meeting, it was agreed upon by staff that the south access should be constructed in the ultimate location, and aligning with Sagebrush. An access easement will need to be acquired for this. If the access were to be constructed in the future an easement would still be required. So rather than building a temporary access, tearing it up and then building the permanent access, it would be a cost savings to just construct the south access in its correct location. • The interim taper for the asphalt that you are proposing is inadequate. Referring to AASHTO requirements, the taper length for a speed of 40 mph needs to be 320 feet (minimum). Please provide this length to both ends of Timberline Road. • The City does not accept "angle points" at the beginning and the end of tapers. According to AASHTO requirements, a minimum radius of 500 feet should be used for a central angle of 5 degrees and should be increased 100 feet for each additional 1 degree decrease in the central angle. • The taper length for the future improvements that you are showing is inadequate. Referring to AASHTO requirements, the taper length for a speed of 50 mph needs to be 600 feet (minimum). Please provide this length on the plans. • The radii at the access into the site need to be reduced to 15 feet instead of 25 feet. • The nose of the median needs to be a minimum of 20 feet from the flowline of Timberline Road per City standards. Please modify. • Please provide handicap access ramps at the curb returns and reference a detail. • Please provide stationing and elevations on all PC's in the plan and profile. • Please provide a curve data table for all curves used on this sheet. Include a label, radius, tangent length, angle, and arc length. • Please provide a note indicating the type of stationing being used. • Make sure that the existing features are shown with a light dashed line type and are labeled correctly. • Please reference all of the details used. Comments continued on the next page cw