Loading...
HomeMy WebLinkAboutWILLOX CROSSING PUD - Filed CS-COMMENT SHEETS - 2005-09-07PROJECT COMMENT SHEET City of Fort Collins Current P] DATE: 15 July, 1998 DEPT: Engineering PROJECT: Willox Crossing P.U.D. PLANNER: Mike Ludwig ENGINEER: Tim Blandford A11 co►nments must be received by: 5 August, 1998 MAJOR COMMENTS: note: refer to the individual sheets for specific comments and concerns Sheet C: Cover Sheet O Please modify the General Note. Sheet C-9: College Avenue Roadway Plan and Profile O We do not allow angle points in medians. Please provide a minimum of 100 foot radii or what is stated in the AASHTO Manual. O Show spot elevations at the College/Willox intersection as on detail D-18 in the street standards. Comments continued on sheet 2 Q 4 Date: Signature:__ CHECK HERE IF YOU WISH TO RECEIVE COPIES OF REVISIONS _x Plat _x Site _Drainage Report _Other _c_Utilit% _s_Redline Utility _c_Landscape comments continued from the previous page... Sheet C-12: Willox: Lane Roadway Plan and Profile • Please modify the radius of the curb return at the Willox Lane access. Reduce the west curb return radius to 15 feet. • See the striping plan for comments regarding the transitions west of the site. • Show the location of the curb and gutter on the north side of Willox and label: Vertical curb and gutter is to be constructed by others. Please indicate the slope across the bike path. • See sheet number C-12 for additional comments and concerns. Sheet C-13A: Willox Lane Roadway Profile • See comments on the Offsite Plan Set. Sheet C-13B: Willox Lane Roadway Profile See comments on the Offsite Plan Set. Sheet C-14A: Willox Lane Roadway Sections • Show all utility crossings in the cross sections. • Please shoe the future curb and gutter on the north side of Willox Lane. • I talked with various people in the Engineering Department and have found that we require that the cross slopes on roads need to be a minimum of 2% (straight grade) from the lip of the gutter to the centerline of the roadway. Please modify the cross sections as necessary. • Please provide a horizontal and vertical scale for the cross sections. • See sheet number C-14A for additional comments and concerns. Sheet C-14B: Willox Lane Roadway Sections • See previous sheet for comments. Sheet C-15: Onsite Striping and Signage Plan • See sheet number C-15 for comments and concerns. Sheet C-16: Offsite Striping Plan • Please modify the location of the southern curb return for the North College access. it is currently not shown in the ultimate location. The future curb and gutter will be comments continued on the next page w& comments continued from the previous page... 41.5 feet west of the section line Therefore the southern curb return will need to align with this. The curb return will need to be built to the property line and a temporary asphalt taper will need to be constructed to the existing travel lane. • Please modify the lane transitions. You will need to be the transitions at the southern edge of the median. • Please maintain the 12 foot wide turn lane on Willox Lane to the western property line. At the property line begin the taper using a minimum of 20:1. You may need to acquire additional easements or ROW from the property to the west. • Please show the existing lanes to the north and the east of the intersection. We need to know that the lanes this project is providing are aligned with the existing lanes. Show for a minimum of 150 feet. • See sheet number C-16 for additional comments and concerns. OFFSITE STREET PLANS Sheet C: Cover • These plans will need to be incorporated into the Utility Plan Set • Include an intersection design for the Willox Lane/North College Avenue intersection showing how the proposed lanes (future lanes) will align with each other. Also show the proper locations of the medians. Sheet C-10A: College Avenue - South Offsite P & P • Looking more closely at the offsite street design, and talking with City staff, the curb and gutter that is existing on the east side of North College Avenue has been designed to our old street standards. Therefore, the curb and gutter will need to remain. The future curb and gutter on the west side of the street will need to be designed to our current standards. This means that the median will not be able to be 19 feet wide but rather 15.5 feet wide. Please make the necessary modifications. • Please show the existing and to proposed conditions north of the access, i.e. the north curb return, curb and gutter, etc. • Please modify the dimensions of the typical section. • See sheet number C-10A for additional comments and concerns. Sheet C-106: College Avenue - South Offsite P & P • See sheet number C-10B for comments and concerns. Sheet C-10C: College Avenue - North Offsite P & P comments continued on the next page r► comments continued from the previous page... • Please provide a typical cross section with the appropriate dimensioning. • Please show the curb return profiles at the intersection of Willox Lane and North College Avenue. • Existing features need to be hidden lines. • See sheet number C-10C for additional comments and concerns. Sheet C-10D: College Avenue - North Offsite P & P • Please provide a typical cross section with the appropriate dimensioning. • See sheet number C-1 OD for additional comments and concerns. Sheet C-11 B: College Avenue - South Offsite Sections • Dimension the ROW (typical for all sections). • Are there any utility crossings? Please show and dimension. • Please modify the cross sections to reflect the new dimensions. • Please provide a horizontal and vertical scale. • The curb and gutter on the eastern edge of North College avenue, south of Willox Lane is existing. It is currently shown in the correct location because it was built to our old street standards. Please incorporate this into your design. • See sheet number C-11 B for additional comments and concerns. Sheet C-11C: College Avenue - North Offsite Sections • See sheet number C-11 C for comments and concerns. Sheet C-13A: Willlox Lane - West Offsite P & P • Please show and label all grade breaks and vertical curves. • The transition area just west of the site will need to be modified according to the comments previously stated. • See sheet number C-13A for additional comments and concerns. Sheet C-13B: Willox Lane - West Offsite P & P See previous sheet for comments and concerns. Some of them apply to this sheet. Sheet C-13C: Willox Lane - East Offsite P & P • The curb and gutter that is existing will need to remain, however, you will need to comments continued on the next page'► comments continued from the previous page... design for a northbound right turn lane. The storage length will need to be 125 feet and the taper length will need to be 144 feet (12:1 taper). Once that has been designed, transition the improvements back to the existing curb and gutter. Because the width of the roadway is 2 feet short, decrease the width of the bike lane in your design to 6 feet. • Please show the existing features with hidden lines. • Please modify the typical section reflecting the modified dimensions. • See sheet number C-13C for additional comments and concerns. Sheet C-13D: Willox Lane - East Offsite P & P • Please show the third driveway access into the shopping center. • See the previous sheet for comments. Some do apply to this sheet. Sheet C-146: Willox Lane Cross Sections • Please modify the sections to reflect the changes to the roadway design. Sheet C-14C: Willox Lane Cross Sections • Please modify the sections to reflect the changes to the roadway design. SITE AND LANDSCAPE PLANS • Please make sure that the revisions made to the utility plans are addressed on the site and landscape plans. PROJECT COMMENT SHEET City of Fort Collins DATE: 8 December, 1997 DEPT: Engineering PROJECT: Willox Crossing P.U.D. ENGINEER: Tim Blandford All connncnts must be received by: December 17, 1997 No Problems Problems or Concerns (see below or attached) PLEASE NOTE THAT THE ITEMS LISTED BELOW WHICH ARE PRINTED IN BOLD FACE ARE ITEMS THAT YOU WILL NEED TO ADDRESS ADEQUATELY PRIOR JANUARY 2, 1998. UTILITY PLAN SET #1 Sheet C: Cover • Please modify the General Notes as shown on the sheet "C". • Please enlarge the vicinity map and enlarge the street names to be legible. • See sheet "C" for additional comments and concerns., comments continued on the next page 6* Date: Signature: PLEASE SI-ND COPIES OF MARKED REVISIONS: ® SITE ® UTILITY LANDSCAPE comments continued from the previous page... Sheet 1 of 1: Final Plat • Please modify the Attorney's Certificate as shown on the enclosed sheet. The new language will need to be provided on all plats from now on. • Please explain what an incidental purposes easement is. Is it really necessary to have since it falls within the public ROW? My recommendation would be to vacate it with this plat. • Is there an existing easement for the existing sanitary sewer? If so, since the line will be abandoned, please vacate the easement. • Please refer to comments and concerns from the mapping department. Sheet C-3A: Site Details • Please modify the "Street Intersection Gutter Detail" to reflect the various situations throughout the plan set. • Provide a detail for the outfall curb and gutter along college avenue. Please check with CDOT to acquire the correct detail. Their standards may be different from the City's. • Provide a detail of asphalt paving at crosspans. Sheet C-9: College Avenue Roadway Plan and Profile • Please show concrete to the property line at the driveway access. • Please indicate on the plans whether or not you will be sawcutting N. College Avenue. If you are sawcutting, please provide a detail with dimensions. • I will need to verify the taper length and lane length for the left turn pocket with Tess Jones of CDOT. She may require that you lengthen the median to provide additional storage. I was also talking to her regarding the median and her comfort level with it. She told me that she is concerned with it as she has been from the beginning. She did tell me though that they probably do want a median but that you may need to look at installing a median north of the intersection. You may want to try and contact her with this item and get the information directly from her. Both the engineering department and traffic department are working on this issue and will keep you informed of any discussions with the State. • A reminder: you will need to apply for a State Access Permit for the work being done along N. College Avenue. • Please show concrete pans in the profile. • The curb and gutter around the median needs to be outfall curb and gutter. • Please indicate match lines on both the plan and profile views. Make sure that these lines ,are visible. comments continued on the next page •+ comments continued from the previous page... • Please improve the overall quality of the print. It is currently very difficult to review. • The ultimate design for both N. College Avenue and Willox Avenue will need to be included in the utility plan set. The design shall be for 1000 feet in all directions beyond the construction boundaries. • Please include spot elevations in the locations shown on details D-18 and D-19. • Please include a note stating, "The City of Fort Collins shall not be responsible for the maintenance of..." (List the private improvements). • Please review the radii being used for the median tapers and that they meet AASHTO requirements. Sheet C-10: College Avenue Roadway Profile • The design shown is not acceptable per previous comments and conversations. Sheet C-11: North College Avenue Roadway Sections • For all cross sections include the following: a. Label the curb and gutter b. Label sidewalks, medians, etc. C. Provide cross slopes • Please show all utility crossings and include invert elevations, clearances, etc. Sheet C-12: Willox Avenue Roadway Plan and Profile • Please review the length of the temporary transition. There are a couple of different lengths being provided throughout the plan set. 1 am also talking with Fred .tones of the Traffic Operations Department to see whether or not this is adequate or not. • Please recheck the elevations and grades. There are some discrepancies in the plan and profile view. • Please show in the plan and profile view how the travel lanes and other improvements tie back into the existing street. Show at least 150 feet or enough to show the "tie-ins". • Please provide spot elevations at the PC's along the bike path. • Please modify the grades along Willox Avenue. The minimum gutter slope is 0.40% and minimum flowline slope for concrete pans is 0.60%. comments continued on the next page r► comments continued from the previous page... • Please modify the curb return profiles. The grades that you are showing are too steep. Sheet C-13: W. Willox Lane Roadway Profile • The design shown is not acceptable per previous comments and conversations. Sheet C-14: W. Willox Lane Roadway Sections • Please see comments and concerns on sheet C-11. They also apply to this sheet. UTILITY PLAN SET #2 Sheet C-10A: College Avenue Roadway Plan and Profile • 1 will need to verify the taper length and lane length for the left turn pocket with Tess Jones of CDOT. She may require that you lengthen the median to provide additional storage. I was also talking to her regarding the median and her comfort: level with it. She told me that she is concerned with it as she has been from the beginning. She did tell me though that they probably do want a median but that you may need to look at installing a median north of the intersection. You may want to try and contact her with this item and get the information directly from her. Both the engineering department and traffic department are working on this issue and will keep you informed of any discussions with the State. • Please extend the ultimate curb and gutter straight (to the south). You don't need to show and type of transitions. You do however need to show all street intersections with names, driveways, etc. • Please show what the centerline profile does around both sides of the median. Sheet C-10B: College Avenue Roadway Plan and Profile • Please see the previous sheet for comments and concerns. Most of them will apply to this sheet as well. comments continued on the next page rw comments continued from the previous page... Sheet C-11A: North College Avenue Cross Sections • Please show utility crossings in all cross sections with invert elevations, clearances, etc. • Please show parkways, sidewalks, etc. in all cross sections. • Since the crown does not match the section line, please provide elevations at the centerline as well. • Please show the areas being sawcut in the cross sections. • Please show all ultimate improvements in the cross sections, i.e. curb, gutter and sidewalk, etc. • For the portions of N. College Avenue being added on, the minimum cross slope shall be 2% minimum, not to exceed 4%. Please address in all cross sections. Sheet C-11B: North College Avenue Cross Sections • The cross sections that are shown are inadequate. Please see the previous sheet for comments and concerns. Sheet C-13A: Willox Avenue Roadway Plan and Profile • The cross :section that is provided does not comply with the current street section fora minor arterial. Please address and modify the plans accordingly. • Does the inlet being provided towards the N. College Avenue/Willox Avenue have enough capacity to handle the flows from Willox Avenue? • Please show streets, driveways, etc. that are present to the west of the McDonald's site. • Please address how the drainage will work at the Willox Avenue/Willox Court intersection. Will there be a pan there? If so, you will need to accommodate for the slope. Sheet C-14A: Willox Avenue Cross Sections • Please see sheets 11-A and 11-B for comments and concerns. Most of them will apply to this sheet as well. Sheet C-146: Willox Avenue Cross Sections • Please see sheets 11-A and 11-13 for comments and concerns. Most of them will apply to this sheet as well. REVISION COMMENT SHEET DATE: December 8, 1997 TO: Mapping PROJECT: #72-82b Willox Crossing P.U.D. - McDonald's (LDGS) Final All comments must be received by Mike Ludwig no later than the staff review meeting: Wednesday, December 17,1997 X1L i Date: Signature: CHECK HERE IF YOU WISH TO RECEIVE COPIES OF REVISIONS _ PW _ Site _ Drainage Report _ fter _ Utility _ Redline Utility _ landscape Comments continued from sheet 1... O Show the centerline profile through the College/Willox intersection. O Instead of a centerline profile, please show the flowline profile along both sides of the median. Sheet C-10A: College Ave. - South Offsite P & P O The future curb and gutter does riot match the PCR of the proposed curb return of the access to the site. Please modify the alignment of the future curb and gutter or realicin the curb return to eliminate this conflict. O Show the existing paved walkway to the south of this site and how the proposed sidewalk matches. We do not allow angle points in medians. Please provide a minimum of 100 foot radii or what is stated in the AASHTO Manual. O Show howthe proposed improvements will match the existing conditions along with the future improvements. Please label. O Instead of a centerline profile, please show the flowline profile along both sides of the median. Sheet C-10C: College Avenue - North Offsite P & P O The vertical curves shown do not meet the arterial standards for the design speed. They will need to be 155 feet per standards. 0 I'm not clear as to why the ROW is shown as 117.5 feet??? The standards indicate that the ROW should be 115 feet. Please clarify. Sheet C-10D: College Avenue - North Offsite P & P O The vertical curves shown do not meet the arterial standards for the design speed. They will need to be 155 feet per standards. O I'm not clear as to why the ROW is shown as 117.5 feet??? The standards indicate that the ROW should be 115 feet. Please clarify. Sheet C-11A: North College Avenue Cross Sections O Recalculate all cross slopes. They are not correct. Cross slopes are measured from lip of gutter to lip of gutter per standards. Why have the elevations remained the same and the cross slopes changed to 2.0%? This needs to be addressed. Sheet C-11 B: College Ave. - South Offsite Sections O Show lip of gutter elevations. O Check the cross slope elevations. Measure the cross slopes from the lip of gutter to lip of gutter. Comments continued on sheet 3 0 PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: September 22, 1997 DEPT: Engineering PROJECT: #72-8213 Willox Crossing PUD (McDonald's) LDGS - Final PLANNER: Mike Ludwig All comments must be received no later than the staff review meeting: Wednesday, October 22, 1997 you've previously received! GENERAL COMMENTS PERTAINING TO THE UTILITY PLANS: Sheet C-9: College Avenue Roadway Plan and Profile • Show existing profiles for College Avenue (an arterial street) 1000' beyond the proposed construction hence, 1000' north of the property and 1000' south of the property. Refer to the City's street standards. • You need to show the centerline profile of College Avenue through the intersection of College Avenue and Willox Lane per the City's street standards. • Portions of the sidewalk not contained within the R.O.W. need to be shown within a pedestrian access/bicycle easement. • Include curb return profiles for the curves indicated on the plan sheet. comments continued on the next page bo Date: 1,012, CHECK HERE IF YOU 011 TO RECEIVE COPIES OF REVISIONS _ Plat _ 2, i Diam p Report _ Oler — UdS _ Rabin Utility _ Lands* comments continued from the previous page... • Show utility easements, pedestrian easements, etc. • Portions of the median being proposed along College Avenue do not meet AASHTO standards. Please address. • Provide match lines on both the plan and profiles and include the stationing and the sheet being referred to. • For all of the per's on the median, include the station and elevation. • Be aware that CDOT permits will be required for this project for the construction along N. College Avenue and for the access being taken from N. College Avenue. • See Sheet INo. C-9 for additional comments and concerns. Sheet C-10: College Avenue Roadway Profile • The preliminary design for College Avenue does not meet the requirements in the City street standards. The design must include flowline profiles on both sides of the street as well as a centerline profile. The cross sections need to reflect this as well. I will reserve my until such time a preliminary design is submitted meeting the requirements contained within the street standards. • Provide match lines on both the plan and profiles and include the stationing and the sheet being referred to. • See Sheet INo. C-10 for additional comments and concerns. Sheet C-11: Willox Avenue Roadway Plan and Profile • Refer to the comments stated above regarding the design requirements of College Avenue. • All cross -sections and profiles need to include but not be limited to the following information:. i. % slopes for the cross -slopes ii. Existing and proposed ground lines iii. The direction the cross-section is being viewed from, i.e. looking north, etc. iv. Increase the scale to 1" = 10' for clarity purposes V. Label all areas being milled down and overlaid vi. Are you using glue -down medians or are they actually vertical curb and gutter that will be poured? Please clarify. vii. Label and dimension the sidewalks, parkways, medians, etc. Sheet C-12: Willox Roadway Plan and Profile • We need to see the design of Willox west of the site. Show how the lanes tie back in to the existing lanes. comments continued on the next page h-► comments continued on the next page b* • Roadway seams from where new asphalt is being proposed cannot be aligned within the wheel pattern of vehicles. Make sure it ends up in the center of the lane or along the lane striping. • Show all of the easements and label.. • Please include a profile of the meandering bicycle path. • How does the bicycle path drain? Show spot elevations. • No angle points are allowed where the lanes begin to taper. Refer to the AASHTO Standards. • Provide curb return profiles where indicated on the plan sheet. • See comments on sheet numbers C-9 and C-10 regarding the design requirements for arterials. • See Sheet No. C-12 for additional comments and concerns. Sheet C-12: W. Willox Lane Roadway Profile • See design requirements on sheet numbers C-9 and C-10. They apply to Willox Lane too. Sheet C-13: W. Willox Lane Roadway Sections • See design requirements on sheet number C-11. They apply to Willox Lane too. See utility plans, site plan and the landscape plan for additional comments and concerns. PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: September 16, 1997 DEPT: Mapping PROJECT: #72-8213 Willox Crossing P.U.D. (McDonald's) - LDGS Final PLANNER: Mike Ludwig All comments must be received no later than the staff review meeting: Wednesday, October 15, 1997 GJ� ti,1C-c® 72) SC'r Ti-/c Fl—/'J� RA Date: CHECK HERE IF YOU PIISH TO RECEIVE COPIES OF REVISIONS -Plat _ Sile _ Drainage Report _ Offer — Utility _ Redline Utility _ Lands* La y� L`LaJ� PROJECT COMMENT SHEET City of Fort Collins DATE: 23 July, 1997 DEPT: Engineering PROJECT: Revisions to 972-82A Willox Crossing P.U.D. PLANNER: ENGINEER: (McDonald's) Mike Ludwig Tim Blandford All comments must be received by: August 13, 1997 His Problems is Problems or Concerns (see below or attached) GENERAL COMMENTS PERTAINING TO THE SITE PLAN: Sheet No. C-l: Site Plan • The minimum centerline radius for meandering sidewalks is 60'. Please make the appropriate corrections on the areas indicated. • The entrance off of N. College Avenue doesn't match the utility plans. Please make the necessary corrections (Preferably before the 8/21 P & Z Hearing). • Label the 15' utility and pedestrian easement along W. Willox Lane. Also show and label the utility and pedestrian easement along N. College Avenue. comments continued on the next page r► e/2oi9-1 Date: Signature:_ PLl"ASE SEND COPIES OF MARKED REVISIONS: ® PLA`17-�— ® SITE ® UTILITY LANDSCAPE comments continued from the previous page... • The sidewalb: along N. College Avenue is supposed to be 7 feet wide per the North College Plan. • You need to include a handicap access ramp on the comer of N. College Avenue and W. Willox Lane per City standards. • Show the location of the bus stop on N. College Avenue per City standards. • Provide a yield signs for bicycles at the location indicated on the site plan. • Provide a stop sign and stop bar at the locations shown on the site plan. • Modify the median taper per the comments on the utility plans. • See Sheet No. C-1 for additional comments and concerns. Sheet No. 2 of 5: Preliminary Landscape Plan Modify the median taper per the comments on the utility plans. The entrance off of N. College Avenue doesn't match the utility plans. Please make the necessary corrections (Preferably before the 8/21 P & Z Hearing). GENERAL COMMENTS PERTAINING TO THE PRELIMINARY PLAT: Sheet No. 1 of 1: Preliminary Plat of Willox Crossing P.U.D. Please define what an incidental purposes easement is. One of the distances seems to be incorrect. Please modify. GENERAL COMMENTS PERTAINING TO THE PRELIMINARY UTILITY PLANS: Sheet C-1: Grading; and Drainage Plan See Sheet No. C-1 of 17 for comments and concerns. Sheet C-2: Master Utility Plan See Sheet No. C-2 of 17 for comments and concerns. Sheet C-9: College Avenue Roadway Plan and Profile • Modify the median so that there is a 75 foot minimum taper. • Provide a enhanced crosswalk per standards recommended by Kathleen Reavis of the Transportation Department. • Show utility and pedestrian access easement. • Per CDOT Standards, turn lanes, deceleration lanes, etc. need to be a minimum of 12 feet exclusive of the gutter pan. Therefore, you need to provide the turn lane with a width of 14 feet (12 feet of pavement and 2 feet of gutter pan). comments continued on the next page 6* comments continued from the previous page... Be aware that CDOT permits will be required for this project for the construction along N. College Avenue and for the access being taken from N. College Avenue. See Sheet No. C-9 for additional comments and concerns. Sheet C-11: Willow: Avenue Roadway Plan and Profile See Sheet No. C-11 for additional comments and concerns. FOR YOUR INFORMATION: • Once utility plans are submitted for final approval, comments that were made during the last submittal (March 5, 1997) will still apply. Additional comments will also be added for items that are not meeting the City of Fort Collins standards. Therefore you may want to review the comments that were sent back to you prior to submitting for final approval. **Please note: this is assuming that the Planning and Zoning Board aproves the plans for preliminary approval.** i' •I t II 1g�3 w s4_ DATE: June 18, 1997 DEPT: Engineering PROJECT: #72-82A Willox Crossing PUD (McDonalds) (LDGS) Preliminary/Final PLANNER: Mike Ludwig All comments must be recieved no later than the staff review meeting: Wednesday, July 9, 1997 THE ITEMS LISTED BELOW ARE FROM THE ENGINEERING DEPARTMENT. THE ENGINEERING STAFF IS REQUIRING THESE ITEMS TO BE ADDRESSED IN ORDER FOR THE PROJECT TO PROCEED TO THE PLANNING AND ZONING HEARING FOR ITS PRELIMINARY APPROVAL. PLANNING AND ZONING HEARING REQUIREMENTS: • YOU WILL NEED TO SUBMIT LETTERS OF INTENT FOR ALL OFFSITE EASEMENTS. CERTAIN EASEMENTS WERE ALSO NOT INCLUDED ON THE PRELIMINARY PLAT. THESE WILL NEED TO BE INCLUDED ON THE PRELIMINARY PLAT DRAWING. 4-OVER4 Date: 4IUw, 19R7 CHECK HE IF YOU'WISH TO RECEIVE COPIES OF REVISIONS x Plat _ Site a Drainage Report ,Other x Utility RIX11ine Utility _ Lands* City of Fort Collins • THE MINIMUM SLOPE OF A CONCRETE PAN FLOWLINE IS 0.60% PER CITY STANDARDS. • REFER TO SHEET NUMBER C- I I FOR ADDITIONAL COMMENTS AND CONCERNS, SHEET C-12: W. WILLOX LANE ROADWAY SECTIONS • PROVIDE FULL CROSS -SECTIONS EVERY 50' PER CITY STANDARDS. SHOW EXISTING AND PROPOSED CONSTRUCTION. + PER CITY STANDARDS, THE MINIMUM CROSS -SLOPE OF A STREET IS 20/6. THE SLOPE OF THE NEW PORTION OF THE ROAD NEEDS HAVE A CROSS -SLOPE EQUAL TO OR GREATER THAN THE EXISTING SLOPE. + REFER TO SHEET NUMBER C- 1 2 FOR ADDITIONAL COMMENTS AND CONCERNS. IT SHOULD BE UNDERSTOOD THAT THESE ARE NOT THE EXTENT OF THE COMMENTS. THESE ARE THE "MAJOR" ISSUES THAT SHOULD BE ADDRESSED AT THIS TIME. ADDITIONAL COMMENTS WILL FOLLOW AT A LATER TIME. ADDITIONAL COMMENTS AND CONCERNS FROM THIS SUBMITTAL: SHEET C- I : GRADING AND DRAINAGE PLAN • REGARDING THE ADDITIONAL PAVING ON THE NORTH SIDE OF WILLOX LANE, I DO NOT RECALL THE CITY AGREED TO PERFORM ANY OF THIS WORK OR CONTRIBUTE ANY FUNDS FOR THIS WORK TO BE COMPLETED. THIS IS SOMETHING THIS DEVELOPMENT WILL NEED TO BUDGET FOR. IF THEY CHOOSE TO DO SO, THEY COULD POSSIBLY ENTER INTO A REPAY AGREEMENT, PLEASE ADDRESS THIS ISSUE. SHEET C-3A: SITE DETAILS • A COUPLE OF THE DETAILS SHOWN ARE NOT READABLE. PLEASE ENLARGE THESE. • YOU WILL NEED TO PROVIDE A CURRENT DETAIL OF AN ACCESS RAMP (NUMBER D- 1 3) PER CITY STANDARDS. SHEET C-313: SITE DETAILS • ONE OF THE. DETAILS SHOWN IS NOT READABLE. PLEASE ENLARGE THIS. • PROVIDE A DETAIL OF AN INTERSECTION OF AN ARTERIAL STREET (#D- 1 B) PER CITY STANDARDS. • PROVIDE A DETAIL OF AN INTERSECTION CROSSPAN APPROACH (#D- 1 9) PER CITY STANDARDS. SHEET C-9: COLLEGE AVENUE ROADWAY PLAN AND PROFILE • A LEGEND 'A/AS REQUESTED BECAUSE RIGHT NOW THESE DRAWINGS ARE EXTREMELY DIFFICULT TO READ, A LEGEND WOULD ELIMINATE A LOT OF THE CLUTTER. • AGAIN, YOU DO NOT NEED TO SHOW UTILITIES ON A STREET PLAN AND PROFILE SHEET. JUST SHOW THE NECESSARY INFORMATION REQUIRED FOR THE STREET DESIGN. • SHOW EXISTING PROFILES FOR ARTERIALS (I.E. GRADE AND GROUND LINES) FOR 10001 BEYOND THE END OF THE PROPOSED CONSTRUCTION PER CITY STANDARDS. • YOU NEED TO SHOW CENTERLINE PROFILES THROUGH THE INTERSECTIONS PER CITY STANDARDS. • PROVIDE CURB RETURN PROFILES FOR ALL CURB RETURNS, • THE MINIMUM SLOPE OF A CONCRETE PAN FLOWLINE IS 0. 50% PER CITY STANDARDS. • REFER TO SHEET NUMBER C-9 FOR ADDITIONAL COMMENTS AND CONCERNS. SHEET C- 1 0: N. COLLEGE AVENUE ROADWAY SECTIONS • PROVIDE FULL CROSS -SECTIONS EVERY SO' PER CITY STANDARDS, SHOW EXISTING AND PROPOSED CONSTRUCTION. SHEET C- I I : WILLOX - ROADWAY PLAN AND PROFILE • A LEGEND WAS REQUESTED BECAUSE RIGHT NOW THESE DRAWINGS ARE EXTREMELY DIFFICULT TO READ. A LEGEND WOULD ELIMINATE A LOT OF THE CLUTTER. • AGAIN, YOU DO NOT NEED TO SHOW UTILITIES ON A STREET PLAN AND PROFILE SHEET. JUST SHOW THE NECESSARY INFORMATION REQUIRED FOR THE STREET DESIGN. • SHOW EXIS--ING PROFILES FOR ARTERIALS (LE. GRADE AND GROUND LINES) FOR 1 000' BEYOND THE END OF THE PROPOSED CONSTRUCTION PER CITY STANDARDS. • YOU NEED l"O SHOW CENTERLINE PROFILES THROUGH THE INTERSECTIONS PER CITY STANDARDS, • PROVIDE CURB RETURN PROFILES FOR ALL CURB RETURNS. 4-OVER4 Comments continued from sheet 2... Sheet C-11C: College Ave. - North Offsite Sections O I'm not clear as to why the ROW is shown as 117.5 feet??? The standards indicate that the ROW should be 115 feet. Please clarify. Sheet C-12: Willox Lane - Roadway Plan and Profile O If the Minimart improvements do not occur priorto the improvements being done by this Development, this Developmentwill be responsible for paving portions of Willox Lane to establish a full width (12 feet wide) travel lane. See the portions that are shaded on the utility plans. Sheet C-14A: Willox Lane Cross Sections O The cross sections do not match the flowline profiles. Make sure that the grades of the flowlines calculated from the cross sections match those stated on the plan and profile sheets. Sheet C-14A: Willox Lane Cross Sections O Recalculate the cross slopes. Sheet C-16A: Offsite Striping Plan - Sheet 1 O If the Minimart improvements do not occur prior to the improvements being done by this Development, this Developmentwill be responsible for paving portions of Willox Lane to establish a full width (12 feet wide) travel lane. See the portions that are shaded on the utility plans. O The travel lane cannot be necked down to 10 feet. You will need to maintain a 12 foot travel lane. Please modify. If that means striping the travel lane at the edge of the road, do so. Talk with Fred Jones of Traffic Operations. Sheet C-15: Onsite Striping and Signage Plan O The nnedian needs to reflect the new design. Address on all of the sheets. PROJECT COMMENT SHEET City of Fort Collins y�—ems Current Plant int=_ DATE: March 5, 1997 DEPT: Engineering PROJECT: Revisions to #72-82A Willox Crossing PUD (McDonald's) PLANNER: Mike Ludwig All comments must be received by: Wednesday, March 26, 1997 GENERAL COMMENTS: Sheet No. C: Cover Sheet • Need to reference the soils report/pavement design on this sheet. • Attached is a copy of the "General Notes" that should be included on the cover sheet. Sheet No. C-PL( 1 of 1): Preliminary Plat • On the vicinity map please include the following: i. current zoning districts ii. major public facilities iii. the city limits • The title of the plat should read... "Preliminary Plat of.." • Label the adjoining property • Need to shcw and label the 15' utility easement along Willox and College. comments continued on the next page — Date: Signature�� i CHECK IF YOU WISH TO RECEIVE 0 PLAT COPIES OF REVISIONS 0 SITE © LANDSCAPE UTILITY comments continued from the previous page Sheet C-1: Grading and Drainage Plan Provide dimensioning, curve information, etc. for the concrete pans. Include a legend identifying symbols and line types. Distinguish the contours from other features. Contours seem to blend into everything making it hard to read. Sheet C-2: Master Utility Plan • Delete the contours or make them less apparent. • 1-he sidewalk is too close to the travel lane on N. College Avenue. Relocate as shown and provide a pedestrian/sidewalk easement for the portion that isn't included in the R.O.W. • Do you really need a 9' sidewalk? Our current standards show that a 6' wide sidewalk would be adequate with a 10' parkway from the 1lowline. (This is for the sidewalk along N. College Avenue.) • There is a lot of information that is too light. Please darken. Sheet C-3A: Site Details The street intersection gutter detail doesn't apply, Cross pans are not allowed on arterial streets. Make sure that all details used are referenced. Provide more information on the construction, layout, placement, etc. of the 2' wide concrete pan. Show this on the grading plan as well. Sheet C-9: College Avenue Roadway Plan and Profile • Provide a legend showing symbols and line types used. • Need to provide a vertical scale. • Plans are really hard to read. Please darken the surrounding text, lines, etc. • Delete the contours on the plan view. • The sidewalk on N. College Avenue should be 6' wide with a 10' wide parkway. This will require relocating the sidewalk around the trees (to get the 10' wide parkway). A nedestrian/sidevvalk easement will need to be provided to the portion outside of the K.O.W. • You are not showing a bike lane along Willox Avenue. Please provide a bike lane per the standards for an arterial street. This will match Willox Avenue on the east side of N. College Avenue. comments continued on the next page comments continued from the previous page Sheet C-1: Grading and Drainage Plan Provide dimensioning, curve information, etc. for the concrete pans. Include a legend identifying symbols and line types. Distinguish the contours from other features. Contours seem to blend into everything making it hard to read. Sheet C-2: Master Utility Plan • Delete the contours or make them less apparent. • The sidewalk is too close to the travel hme on N. College Avenue. Relocate as shown and provide a pedestrian/sidewalk easement for the portion that isn't included in the R.O.W. • Do you really need a 9' sidewalk? Our current standards show that a 6' wide sidewalk would be adequate with a 10' parkway from the flowline. (This is for the sidewalk along N. College Avenue.) • There is a lot of information that is too light. Please darken. Sheet C-3A: Site Details The street intersection gutter detail doesn't apply. Cross pans are not allowed on arterial streets. Make sure that all details used are referenced. Provide more information on the construction, layout, placement, etc. of the 2' wide concrete pan. Show this on the grading plan as well. Sheet C-9: College Avenue Roadway Plan and Profile • Provide a legend showing symbols and line types used. • Need to provide a vertical scale. • Plans are really hard to read. Please darken the surrounding text, lines, etc. • Delete the contours on the plan view. • The sidewalk on N. College Avenue should be 6' wide with a 10' wide parkway. This will require relocating the sidewalk around the trees (to get the 10' wide parkway). A pedestrian/sidewalk easement will need to be provided to the portion outside of the R.O.W. • You are not showing a bike lane along Willox Avenue. Please provide a bike lane per the standards for an arterial street. This will match Willox Avenue on the east side of N. College Avenue. comments continued on the next page -- PROJECT COMMENT SHEET City of Fort Collins Current Planning DATE: Mauch 5, 1997 DEPT: Engineering PROJECT: Revisions to #72-82A Willox Crossing PUD (McDonald's) PLANNER: Mike Ludwig All comments must be received by: Wednesday, March 26, 1997 GENERAL COMMENTS: Sheet No. C: Cover Sheet • Need to reference the soils report/pavement design on this sheet. • Attached is a copy of the "General Notes" that should be included on the cover sheet. Sheet No. C-PL( 1 of 1): Preliminary Plat • On the vicinity map please include the following: i, current zoning districts ii. major public facilities iii. the city limits • The title of the plat should read... "Preliminary Plat of..." • Label the adjoining property • Need to show and label the 15' utility easement along Willox and College. comments continued on the next page -- Date: y_2_cn CHECK IF YOU WISH TO RECEIVE COPIES OF REVISIONS Signature © PLAT ® SITE ® LANDSCAPE ® UTILITY comments continued from the previous page • You do not need to show all of the utility information on the plan view. This just complicates the drawing. We would, however, like to see any water, sewer, etc. crossings on the profile views. • Provide existing and proposed grades every 50' along both profiles. • Include a note stating that the stationing is along the c.l. of the R_O. W. unless otherwise stated. • Reference all details used. • Show 15' utility easement along N. College Avenue. • Include a typical cross-section of N. College Avenue on this sheet. • Curve information needs to include radius, tangent length, arc length. delta, etc. • The grade of Willox Avenue on the "curb return profile" doesn't match the flowline profile shown on sheet no. C-11. • Show the stations for the elevations on the crown profile or just give existing and proposed elevations every 50' starting at station 0+00.00. Sheet C-10: N. College Avenue Roadway Sections • Show full cross -sections • Cross -slopes are to be a minimum of 2% per street standards. • Show all utility crossings on all cross -sections. • Need to provide a horizontal, vertical, and graphic scale. • On the cross-section at station 3+17.80 the crown of the street is shown offset from the median. This is not acceptable. This type of situation results in water being trapped. Please fix. • Please label all cross -sections as shown. • There needs to be a 10' min. parkway between the sidewalk and the flowline of the street. Sheet C-11: Willox Avenue Roadway Plan and Profile • Provide a legend showing symbols and line types used. • Need to provide a vertical scale. • Plans are really hard to read. Please darken the surrounding text, lines, etc. • Delete the contours on the plan view. • You are not showing a bike lane along Willox Avenue. Please provide a bike lane per the standards for an arterial street. This will match Willox Avenue on the east side of N. College Avenue. • You do not need to show all of the utility information on the plan view. This just complicates the drawing. We would, however, like to see any water, sewer, etc. crossings on the profile views. • Provide existing and proposed grades every 50' along both profiles. comments continued on the next page — comments continued from the previous page • Include a note stating that the stationing is along the al. of the R.O.W. unless otherwise stated. • Reference all details used. • Include a typical cross-section of Willox Avenue on this sheet. • Curve information needs to include radius, tangent length, arc length. delta, etc. • Show the stations for the elevations on the crown profile or just give existing and proposed elevations every 50' starting at station 0+00.00. Sheet C-12: Willox Avenue Roadway Sections • Show full dross -sections • Cross -slopes are to be a minimum of 2% per street standards. • Show all utility crossings on all cross -sections. • Need to provide a horizontal, vertical, and graphic scale. • Please label all cross -sections with appropriate information. • Show the turn lane, bike lane, and travel lanes, etc. Sheet C-14: Offsite Striping and Signage Plan See the comments about the sidewalk on the previous pages. Site Plan: • Relocate the sidewalk along N. College Avenue. The way it is right now, its too close to the travel lane. • Provide curve information, i.e. a curve table, for all curves. • Does the sidewalk at the northwest corner of the site tie into an existing sidewalk? If not, you will need to provide a barricade to prevent pedestrian travel. • There is a lot of the text that is too light. Please darken so that it will be easier to review next time. • You will have to dedicate a pedestrian access/sidewalk easement for the part of the sidewalk that ends up outside of the R.O.W. Additional Comments: As per the previous comments dated December 18, 1997, you need to provide a complete design of the intersection of Willox and N. College. This includes information for 500' in all directions. PROJECT COMMENT SHEET Cif of Fort Collins Current Planning DATE: April 23, 1996 DEPT: Engineering - Ping PROJECT: #72-82A Willow Crossing Preliminary & Final PLANNER: Mike Ludwig All comments must be received by: May 3, ❑ No Problems PUD (McDonald's) 1996 ❑ Problems or Concerns (see below or attached) WILLOX CROSSING P.U.D., McDONALD'S - Preliminary and Final sic Submittal is inadequate for a final P.U.D. submittal. Please carefully review the submittal requirements for Final utility plans outlined in the City's Development Manual. Many issues need to be resolved with the Colorado Department of Transportation and the City Traffic Engineer before a final P.U.D. design can be completed. For example, the need to design and construct a median in College Avenue to restrict access to right-in/right-out, street improvements to Willox Lane which include providing for an eastbound right turn lane and a through/left lane, street improvements to North College Avenue which may include a right turn acceleration/deceleration lane in and out of the site. C.D.O.T. is reviewing the submittal and City staff will be discussing design options with them. Date: 5 - �� - V& Signature: C VE COPIES OF REVISIONS PLA I' SITE ( LANDSCAPE UTILITY PLAT • No final plat was submitted. Only a topographic survey was received. The property must be platted with the final P.U.D. • The property must be platted and include dedication of right-of-way for all street improvements which may be required on Willox Lane and North College Avenue. At a minimum, the plat must dedicate a 60' half street r.o.w. for North College Avenue which is a major arterial (16' from ultimate flowline to back of new sidewalk) and a 34' half street r.o.w. for Willox Lane (68' collector street) plus any additional r.o.w. for improvements which must be built with this project (e.g. additional r.o.w. for turn lanes necessary to be constructed with this development). • The plat must dedicate a 15' wide utility easement along College Avenue and a 9' easement along Willox Lane, plus any additional easements required by existing or proposed utilities and/or drainage facilities. • A copy of the City's final plat checklist is attached for use in preparing a plat. TRAFFIC STUDY • The traffic study states that no improvements to Willox Lane are necessary with this project. However, the City Traffic Engineer states that it is necessary to construct / re -stripe for an eastbound right turn lane and a through/left. Need to discuss further in conjunction with discussion on improvements to North College Avenue and C.D.O.T. requirements. • Access on College Avenue must be right-in/right-out. A median is required to restrict access to this site. Pork chop islands do not work. The one at the Albertson's site opposite this property was allowed only because a median would restrict access to the mobile home park at this time. Eventually, a median is planned. A median for this property does not affect access to other properties and is the only effective means of ensuring right-in/right-out access. SOILS REPORT: �k See attached copy of City's requirements for preliminary and final soils reports and pavement design. Need to include pavement design for public streets adjacent to site, not just private parking lot areas. UTILITY PLANS �k Plans are completely inadequate for a final submittal. Need to design all public improvements including streets, sidewalks, utilities, etc. And put together a complete and coherent utility plan set as required in the City's Development Manual. * Design requirements for arterial and collector streets include: • Existing edge of asphalt and existing centerline profile • Proposed centerline profile if different from existing • Flowline Profiles - existing and proposed on both sides of the street • Cross sections every 50 feet showing cross slopes on any existing pavement, cross slopes on the proposed pavement, pavement depth, curb and gutter, medians, sidewalk, grading behind sidewalk, grading to match existing, r.o.w. lines, limits of slope easements if necessary for the grading behind the walk, location of utility lines to be able to check cover and identify conflicts. • Cross slopes on arterial streets are to be kept at %2.00. Existing conditions can create situations where it is not possible to get exactly %2.00 but new construction is kept as close to %2.00 as possible. The cross- slopes on the opposite side of the road also need to be shown and evaluated to see if it is necessary to raise or drop the flowline on the side being designed in order to ultimately achieve %2.00 cross slope on both sides of the road. In some cases it is desirable and/or necessary to remove existing pavement and/or overlay portions of a street to adjust cross slopes, and sometimes, the crown line. If the ideal cross -slopes cannot be achieved when only portions of a road are being constructed„ the design must be planned to best achieve the ideal design with the complete improvements/ full width roadway construction in the future. • Cross slopes on collector streets should also be kept as close as possible to 2.00% but may vary up to 4.00% • Signing and striping plan for streets adjacent to the site and the intersection of College and Willox. • Plan view needs to define limits of pavement construction and or reconstruction/overlay if any is required • Intersection details with spot elevations, curb return radii and curve data, for any driveway or public street intersections. • Off -site design information to illustrate that the proposed improvements tie in to the existing improvements or interim conditions at the end points of the project - Centerline profile existing and proposed - Flowline profiles existing and proposed on both sides of the street to be able to evaluate where the curb and gutter needs to be located to create the proper street cross slopes * Show all existing driveways and improvements on the opposite side of Willox Lane. Driveway to this site must line up with or be off -set sufficiently from any existing drives. * Private driveways must be concrete to the property line. * The improvements along Willox Lane must include construction of a 4 foot wide sidewalk detached a minimum of 4 1/2' from the back of the new curb. Ramps must be designed and constructed in accordance with City Standards. Copy attached. * The improvements along North College Avenue must include construction of the permanent sidewalk improvements (the existing asphalt path was only put in as a temporary measure) which consist of a T wide walk detached 8 1/2' from the back of the new curb (back of walk is 16' from ultimate flowline). Due to the existing trees, it may be necessary to meander the walk (60' minimum centerline radius) outside the r.o.w. in an easement. * For the project to proceed for preliminary, the access issues and improvements which will be required with this project must be resolved between C.D.O.T., the City, and the: applicant. See the redlined utility and grading plans for comments which must be addressed on modified preliminary plans. * A full resubmittal of utility plans done to City Standards is required for a final P.U.D. to proceed. Staff recommends that the applicant not proceed with a final submittal until a full review of the preliminary is complete and the project goes to the Planning and Zoning Board for a preliminary. A combined submittal is inappropriate for a site with relatively complex transportation and public improvement issues to be resolved and the amount of design work which needs to be done. * Additional comments will be made when revised plans are received. Expect to see new comments based on the design modifications and new information necessary to provide with the revised preliminary submittal. This site is within walking and biking distance for the Greenbriar and Evergreen Park neighborhood area as well as residences along the North College Avenue Corridor. It also serves as a shopping center for a large part of North Fort Collins and Larimer County. It seems appropriate to look at the feasibility of a stand alone restaurant use since there are existing convenience store/gas station sites at 2 of the corners of the College AvenuenVVillox Lane intersection. Such a use would promote pedestrian and bicycle transportation and there are good opportunities to provide outdoor seating and play areas to create a real focus for a neighborhood restaurant facility. PROJECT COMMENT SHEET City of Fort Collins DATE: 29 April, 1998 DEPT: Engineering PROJECT: Willox Crossing P.U.D. ENGINEER: Tim Blandford All comments must be received by: May 20, 1998 No Problems Problems or Concerns (see below or attached) FINAL UTILITY PLAN SET Sheet C: Cover • Please modiify the title of the utility plans. It should say "Final Utility Plans for Willox Crossing P.U.D." Sheet C-3A: Site Details • Regarding the concrete pan detail. The depth of the pan will vary as the width of the pan varies. Please provide a detail of the concrete pans indicating the various widths you plan on using. • The access ramp detail is very hard to read. Please modify to make it legible. comments continued on the next page ►► Date: S/W498 Signature: PLEASE SEND COPIES OF MARKED REVISIONS: PLAT El SITE ® UTILITY ® LANDSCAPE PROJECT COMMENT SHEET City of Fort Collins DATE: 2 September, 1998 DEPT: Engineering PROJECT: Willox Crossing P.U.D., McDonald's/Amoco PLANNER: Mike Ludwig ENGINEER: Tim Blandford All comments must be received by: 23 September, 1998 MAJOR COMMENTS: note: refer to the individual sheets for specific comments and concerns Sheet C-3A: Site Details O Please modify the Street Intersection Gutter Detail as necessary to reflect the drivevvay entrance. Sheet C-9: College Avenue Roadway Plan and Profile O It is very difficult to read the profiles and review them. Please darken the proposed features and necessary information, and lighten the grid lines. O Please add the note indicated on sheet number 11-A to this sheet. Comments continued on sheet 2 D Date: 111i f lz, Signature_ CHECK HERE IF YOU WISH TO RECEIVE COPIES OF REVISIONS _x Plat _x Site _Drainage Report _Other _x_Utility _x_Redline Utility _x_Landscape Comments continued from sheet 1... Sheet C-10A: College Ave. - South Offsite P & P O It is very difficult to read the profiles and review them. Please darken the proposed features and necessary information, and lighten the grid lines. Sheet C-11A: North College Avenue Cross Sections O Please do what is necessary to eliminate the areas that will trap water. The State will not allow this. Also, add the note to sheet number 11-A regarding the inspectors judgement to correct this problem in the field. Sheet C-12: Willox Lane - Roadway Plan and Profile O Please designate the profiles as north/south/east/westinstead of right and left. This comment is typical for all plan and profile sheets in this plan set. Sheet C-16A: Offsite Striping Plan - Sheet 1 O The travel lane along College Avenue cannot be necked down to 10 feet. You will need to maintain a 12 foot travel lane. Please modify. If that means striping the travel lane at the edge of the road, do so. (Previous comment) comments continued from the previous page... Sheet C-3C: Site Details • Please enlarge the details indicated on sheet C-3C. They are and will be very hard to read. Sheet C-9: College Avenue Roadway Plan and Profile Please use the same access ramp that is being proposed on the northern curb return on the southern curb return. This is so the pedestrians will be directed either north or south rather than ease and across College Avenue. See sheet number C-9 for additional comments and concerns. Sheet C-10A: College Avenue Roadway Profile • Please show the location of the access into the car wash is as well as drive accesses to other properties along College Avenue per MOT. (Previous comment) • Please modify the median as shown on this sheet and on sheet C-16A. The current design does not allow for enough lane length, storage length, and taper length. In talking with Tess Jones of CDOT, we have decided to eliminate the landscaping in the median to provide as much lane length, and storage length as possible for the interim conditions. The "bulb" at the southern end of the median will be 20 feet in length and the taper will be a 10:1 taper. The width of the "bulb" will need to match what is being proposed in the future for the ultimate design. This "bulb" will also need to be shifted to the south so that the southern end of the median aligns with the northern edge of the car wash access. Again, see sheets c_10A and C-16A for a sketch of the median. This design will need to be reflected throughout the utility plan set. • Because of the median being redesigned and the landscaping being removed, the water tap that was originally proposed to be installed in the median will need to be eliminated all together. • According to the street standards, the vertical curves being shown in the profiles ore too small. For a design speed of 50 mph, the vertical curve should be 150 feet and not 50 feet. Please make the appropriate corrections. comments continued on the next page ►+ comments continued from the previous page... See sheet number C-10A for additional comments and concerns. Sheet C-10C: College Avenue Roadway Profile • Please make sure that the existing conditions are dashed lines and light. The proposed future improvements need to stand out. • Please provide a typical cross section. Sheet C-10D: College Avenue Roadway Profile • See comments on the previous sheet. Sheet C-11A: North College Avenue Roadway Sections • The State will not allow new construction to have a break in the cross slopes as shown. It should be the same all of the way across (2% minimum). • See sheet C-11A for additional comments and concerns. Sheet C-11B: North College Avenue Roadway Sections • The ROW for the cross sections does not match what is shown on the plan and profile sheets and doesn't meet our standards for an arterial street. The ultimate ROW dimension for an arterial street is 115 feet, but since the curb and gutter on the east side of College Avenue will remain, only the west side will meet our standards. Therefore, please modify the plan and profile sheets accordingly. • See sheet C-1113for additional comments and concerns. Sheet C-11C: North College Avenue Roadway Sections • See street standards for ROW dimensions for an arterial street. It is not 117.5 feet. • See sheet C-11C for additional comments and concerns. comments continued on the next page r+ comments continued from the previous page... Sheet C-12: Willox Lane Roadway Plan and Profile Please include notes on all street plan and profile sheets. Please eliminate the hatching in the profile. Sheet C-14A: Willox Lane Roadway Sections Show all utility crossings in the cross sections. There seems to be a storm sewer missing fro the cross sections. Please review the cover over the storm sewer. It doesn't appear that there is enough. Check with the Stormwater standards for the minimum cover. See sheet C-14A for additional comments and concerns. Sheet C-146: Willox Lane Roadway Sections See sheet C-14B for comments and concerns. Sheet C-14C: Afillox Lane Roadway Sections See sheet C-14C for comments and concerns. Sheet C-15: Onsite Striping and Signage Plan Recheck the scale of this drawing. Sheet C-16: Offsite Striping Plan • Please see sheet C-16A for the sketch of the median in College Avenue. • Show lanes for 150 feet south of the median. (Previous Comment) We need to see how the proposed lanes are matching up with the existing lanes to the south. What is currently shown does not look right. • Instead of using a 12:1 taper for transitioning the proposed travel lanes into the existing travel lanes, use a 15:1 taper ratio. Start the transition to the existing lanes south of the median. • Show the striping for the crosswalks on all corners of the College/Willox intersection. • See sheet C-16A for additional comments and concerns. PROJECT COMMENT SHEET City of Fort Collins DATE: 13 January, 1998 DEPT: Engineering PROJECT: Willox Crossing PUD ENGINEER: Tim Blandford All comments must be received by: February 4, 1998 No Problems Problems or Concerns (see below or attached) FINAL UTILITY PLAN SET Sheet C: Cover • Please modify the General Notes as shown on the sheet "C". • Please include the offsite street plans in the utility plan set. comments continued on the next page r► Date: 4 Fsaemee:� . i9°s Signature: PLEASE SEND COPIES OF MARKED REVISIONS: ® PLAT ® SITE ED UTILITY ® LANDSCAPE comments continued from the previous page... Sheet 1 of 1: Final Plat • The comments stated on the previous round of reviews were not addressed. • The detention pond will need to be contained within a drainage easement Sheet CAB: Grading Plan • Please modify the transition to be consistent with the other sheets in the plan set. Please add the necessary spot elevations as shown on sheet number C-1 B. Sheet C-3A: Site Details • See sheet number C-3A for comments and concerns. r Sheet C-9: College Avenue Roadway Plan and Profile • Please modify the southern curb return of the N. College Avenue access as shown on the striping plan. Refer to the AASHTO Manual for the minimum radii for tapering. • Why were the easements removed from the last submittal. Please provide as per a previous comment. • See sheet number C-9 for additional comments and concerns. Sheet C-10A: College Avenue Roadway Profile • See comments on the Offsite Plan Set. Sheet C-1013: College Avenue Roadway Profile • See comments on the Offsite Plan Set. Sheet C-11A: North College Avenue Roadway Sections • See comments on the Offsite Plan Set. Sheet C-11B: North College Avenue Roadway Sections • See comments on the Offsite Plan Set. comments continued on the next page r►