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HomeMy WebLinkAboutFOSSIL CREEK ESTATES PUD - Filed CS-COMMENT SHEETS - 2003-11-04- -PROJECT__- '�''' COMMENT SHEET City of Fort Collins DATE: 5April 1994 DEPARTMENT: PROJECT• -- ToSsIL_ C2Cc=,e EST. PLv0- 1172s7— l %(-.tir PLANNER: Steve Olt Please respond to this project by Friday,April 15,1994. ❑ No Problems ❑ Problems or concerns (see below) 4 l7 ATE (Lrn 1ri c=r) lYcw, cu.4s rrf� /�oarr! L/N� o,r ; !/ff NcT�( C7ETE2ni�vva IT ula�Lp !3C N ILA IF Tt�c Co�2S� T f}13L_L� ru$c� A UI FF EIZrN T L.ETTC-/Z Te+,4k-j ThL Cv2Va T.4aLcf� jF- 1✓C'DICATIUU w 1.{o An-G, Tk-FL3 ST2C-ra'r's w LL_ MA 1&J-rA I v T2Ac ,r� sZ-r/471-Srr LrNT- I S I IJ CL) r () o t-- 7-4a c tr�.4 L_ L7oL s tJ6 mAT-Ct-/ 1 I,44AT Does Z PLC 5 " MG-A.-1 , Date: Signature: El PL 4T Las 4 CHECK IF YOU LAVISH TO RECEIVE COPIES OF REVISIONS: ❑ SITE v" i ❑ LANDSCAPE Iva- ❑ UTILITY LUNINILNIIY PLANNENG & ENVIRONMENTAL SERVICES 181 NORTH COLLEGE P.O.BOX 580 FORT COLLINS. COLORADO 805224)580 (707)12I-6750 PLANNING DEPARTMENT PAGE 4 November 7, 1994 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 17 OF 22; STREET PLAN AND_PROFILE (Red Tad Court * Spot elevations have been added to the intersection of Red Tail Court and Fossil Creek Drive according to standard street detail D-19 which is included in the plan set. * Curb and gutter flowline radius data has been added. SHEET 18. OF 22�_OVERLOT GRADING _PLAN: * A Master Grading Plan has been added to the plan set; Sheet 19. Most of the comments on the Overlot Grading Plan have been addressed on the Master Grading Plan. SHEET 19 OF 22; MASTER GRADING PLAN: * A Master Grading Plan has been added to the plan set in order to define grading for ultimate developed conditions. * Spot elevations have been provided at all lot corners, PCs and PCRs. SHEET 20 OF 22;_ DRAINAGE AND _EROSIO_N CONTROL PLAN: SHEET 21 OF 22;-DETAIL SHEET: * An air release assembly detail has been added. SHEET 22 OF 22;_ DETAIL SHEET: * Standard Street Detail D-18 has been added. * A Type III barricade detail has been added. If you have any questions or require additional information concerning revisions to the Utility Plans, please call at 226-5334. Sincerel Brian W. Shear, Shear Engineering Corporation BW S / bhc cc: Carter Ewing; Fossil Creek Partners Bruce Vogel; Light and Power Basil Hamdan; Stormwater Utility Terry Farrill; Fort Collins -Loveland Water District November 1, 1995 Project No: 1318-01-92 Kerrie Ashbeck City of Fort Collins Planning Department P.O. Box 580 Ft. Collins, Colorado 80522 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado Dear Kerrie, We are submitting 10 sets of final utility plans for Fossil Creek Estates P.U.D. First Filing according to City of Fort Collins submittal process requirements for new submittals. This is actually a re -submittal of the utility plans for Fossil Creek Estates P.U.D. First Filing. We had submitted the project in 1994, gone through two (2) rounds of review comments, and tabled the project just prior to submitting final mylars for signatures. All previous review comments have been addressed and incorporated into these final utility plans. Please route all plans at your earliest convenience for review. The revisions presented here have also incorporated the changes which have been presented in an administrative change as recently submitted by Jim Sell Design. Certain administrative change items represented on these revised utility plans include such items as the deletion of sidewalk on the north side of Fossil Creek Drive and tertninating Fossil Creek Drive at the westernmost cul- de-sac. The geometry of the roadway of Fossil Creek Drive has been changed to show that it does not go through. Instead, Fossil Creek Drive makes a 90' turn into Red Tail Court. All sheets have been revised to show this new geometry. The Fossil Creek Drive right-of-way has been maintained up to the westernmost boundary for possible future Fossil Creek Drive extension. All items revised in the administrative change which were incorporated in the revisions to these utility plans, were in accordance with those discussions which were held earlier recently with City staff. The following discussion addresses the revisions made to the Utility Plans based on City review comments noted on the redlined plans from our November, 1994 submittal. Please note that we only received redlined review comments from Engineering and the Stormwater Utility. We have also addressed comments by other utilities and departments which were provided to its in written forth. SHEET 1 OF_22 COVER SHEET No changes were required. PLAT * Lot lines for several lots were adjusted at the request of the client. This consisted primarily of straightening rear lot lines and adjusting the lot lines along Tract A for more consistent geometry. * Street right-of-ways have not changed. 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 FAX (970) 282-0311 PAGE 2 November 1, 1995 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 2 OF 22; STREET TYPICAL SECTIONS: * The Fossil Creek Drive typical section was revised to show inflow curb and gutter in the median. This is the only typical section for Fossil Creek Drive. * Pavement thickness for the private drive has been added. * References to soils report for pavement recommendations have been added. SHEET 3 OF 22;_ MASTER UTILITY PLAN_ * The Master Utility plan Construction Notes have been revised according to previous redlined comments. SHEET 4 OF 22;_ SANITARY _ SEWER PLAN _AND _ PROFILE (Fossil Creek Drive): SHEET 5 OF 22; SANITARY SEWER_PLAN_ AND PROFILE (Fromme_Court): SHEET 6 OF 22; SANITARY SEWER PLAN AND PROFILE (Red_ Tail Court:_ * No modifications have been to made to the sanitary sewer plans and profiles. SHEET 7 OF 22;_STORM _SEWER PLAN AND PROFILE; * The Storm sewer has been modified by adding an additional inlet on the north side of the eastern median on Fossil Creek Drive to intercept nuisance flows in the median curb and gutter. * The inlet and storm sewer at the eastern end of the western median on Fossil Creek Drive have been detailed. This inlet is also intended to intercept nuisance flows in the median curb and gutter. SHEET 8 OF 22; -STREET PLAN AND PROFILE _(South Shields_ Street): * The curb and gutter profile for the west side of South Shields has been added to the profiles. * A Type III barrier has been added at the southern terminus of the bike lane and the curb and gutter. * The proposed west edge of asphalt beyond the southern property line has been relocated approximately 3' east to provide a 3' shoulder within the limits of the existing R.O.W. PAGE 3 November 1, 1995 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 9 OF 22; SOUTH SHIELDS STREET _STRIPING PLAN: * Information has been added to the striping plan for South Shields Street indicating stations for beginning and end of stripes. * There are other comments on the striping plan that we would like to arrange a meeting to discuss. SHEET 10 OF 22;_SOUTH _SHIELDS STREET CROSS SECTIONS: SHEET 11 OF 22; SOUTH SHIELDS 9TREET_CROSS SECTIONS: SHEET 12 OF 22; SOUTH SHIELDS STREET_CROSS SECTIONS: SHEET 13 OF 22; SOUTH SHIELDS STREET_ CROSS SECTIONS: * Spot elevations have been added to all cross sections. Street cross slopes have also been added. * A cross section for Sta. 52+50 can be found on Sheet 7; Storm Sewer Plan and Profile. * A cross section for Sta. 53+00 has not been added because of its proximity to the centerline and left flowline profiles of Fossil Creek Drive. SHEET 14 OF 22; STREET PLAN AND PROFILE (Fossil Creek Drive): * Spot elevations have been added to the South Shields Street / Fossil Creek Drive intersection according to the requirements of standard detail D-18. Standard detail D-18 has also been added to the detail sheet. * Spot elevations have been added to all other intersections as well. * The median island curb flowline spot elevations have been added. This has been done on the Master Grading Plan. * The Fossil Creek Drive median island has been revised to inflow curb and gutter from Sta 0+00 to Sta. 7+30.38. SHEET 15 OF 22;_ FOSSIL CREEK DRIVE CROSS SECTIONS: * Spot elevations have been added to all cross sections. * Street cross slopes have also been added. PAGE 4 November 1, 1995 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 16 OF 22; _STREET PLAN AND PROFILE ffromme Court * The profile has been revised in an attempt to provide a smooth transition at the intersection with Fossil Creek Drive. The westernmost flowline grade is 0.50%. A maximum of 2% on the east flowline grade could not be achieved. However, 2.65% was never exceeded. * Curb and gutter flowline radius data has been added. * The roadway and R.O.W. widths have been added. * Slopes along the curb and gutter in the Cul-de-Sac have been added. SHEET 17 OF 22; -STREET PLAN AND —PROFILE _(Red Tail Court); * Spot elevations have been added to the intersection of Red Tail Court and Fossil Creek Drive according to standard street detail D-19 which is included in the plan set. * Curb and gutter flowline radius data has been added. * The roadway and R.O.W. widths have been added. * Slopes along the curb and gutter in the Cul-de-Sac have been added. SHEET 18 OF_22,_OVERLOT GRADING__PLAN * A Master Grading Plan has been added to the plan set; Sheet 19. Most of the cormnents on the Overlot Grading Plan have been addressed on the Master Grading Plan. SHEET 19 OF 22; MASTER GRADING PLAN: * The retaining wall at the rear of the lots at the end of the private drive has been called out. A note has been added to the plans which states: "The retaining wall at the rear of Lots 11 - 14 will be designed by a Professional Engineer registered in the State of Colorado and the design approved by the City of Fort Collins Engineering Department prior to release of building permits for Lots 11 - 14". * This note is also on Sheet 20 of 22. SHEET 20.OF 22; DRAINAGE AND EROSION CONTROL PLAN: The Drainage and Erosion control plan has been updated to show the current storm sewer infrastructure and the proposed final grading. The grading matches that shown on the Master Grading plan. PAGE 5 November 1, 1995 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 21. OF 22,DETAIL SHEET: Inflow curb and gutter detail with a one (1) foot pan has been added. This is to be used with the median in Fossil Creek Drive only. SHEET 22 OF_22; DETAIL SHEET: * Standard Street Detail D-18 has been added. * Standard Street Detail D-4 has been added. * A Type III barricade detail has been added. If you have any questions or require additional information concerning revisions to the Utility Plans, please call at 226-5334. Sincerely J r Brian W. Shear, P.E. Shear Engineering Corporation BWS / meo cc: Carter Ewing; Fossil Creek Partners John Turner Terry Farrill; Fort Collins -Loveland Water District V) January 16, 1996 Project No: 1318-01-92 Basil Harridan / Matt Fater City of Fort Collins Storm Water Utility P.O. Box 580 Ft. Collins, Colorado 80522 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado Dear Basil and Matt, Thank you for your time last Wednesday to discuss the latest Stonnwater Utility comments for Fossil Creek Estates P.U.D. First Filing. The following discussion addresses the revisions made to the Utility Plans based on Suzettes review comments on the plans, your written comments noted on the Project Comment Sheet dated 12/05/95, and the items we discussed at our meeting on January 10, 1996. PROJECT COMMENT SHEET: 1. We have not revised our calculations to reflect a 0.35 runoff coefficient. Seldom do design grades exceed 7% for the main drainageways of the drainage system. 7% grades may be reflected between units in some cases where walkout units are anticipated. However, actual finished grading would be completed between houses for walkout conditions. Raising the value of the runoff coefficient is not justified. 2. All sub -basins have been included in the performance and effectiveness calculations. 3. The groundwater conveyance system has always been shown on the plans. We have revised the plans to eliminate the discrepancy we found in our January 10 meeting. The groundwater conveyance system discharges to the storm sewer system at the 15' type 'R' inlet located on the North side of Fossil Creek Drive at the PCR. 4. The location of Fossil Creek is off the sheet for most drawings. Therefore, this comment cannot be satisfied. We have noted Fossil Creek on the Utility Plan Cover Sheet vicinity map. We are also providing a print of the "Preliminary Drainage Plan" which reflects the project site relative to Fossil Creek for your reference. 5. All pipe, manhole and inlet information has always been shown on the Utility and Drainage and Erosion Control plans. All items are noted in legend and construction note form. No additions or revisions are required. The data is there. 6. A vegetation/cover crop species table has been added to the Drainage and Erosion Control Plan. 7. We have clarified the direction of flows from Design Point A in note form, directing reader to storm sewer Plan and profile. 8. There will be no easements for the offsite grading to the West. The owner of the site also owns the property west of Fossil Creek Estates First Filing. 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 FAX (970) 282-031 1 Page 2 January 16, 1996 Project No: 1318-01-92 9. We agree that some off site flows will bypass the storm sewer inlets at the intersection of Fossil Creek Drive and South Shields Street. Historically, flows from the property to the south of Fossil Creek Estates P.U.D. First Filing have flowed past the proposed intersection and on to the creek (Fossil Creek). We have sized the inlets to intercept flows from the site and from the western half of the South Shields Street right-of-way which fronts on Fossil Creek Estates P.U.D. First Filing. The inlet sizing calculations are included in the Final Drainage and Erosion Control Report. 10. All pipe sizing calculations are included in Appendix I of the report RED LINED PLAN SET 1. A detail for the proposed storm sewer connection into the existing Shields Street box culvert has been added to the detail sheet (Sheet 21 ). A note has been added to the storm sewer plan and profile (sheet 7) regarding this detail. 2. Note 9 of the general notes on the cover sheet (sheet 1) has been revised as follows; "Contractor shall also give the Erosion Control Inspector twenty four (24) hours advance notice a) 221-6589." 3. The storn sewer manhole on South Shields Street has been labeled in the plan view on sheet 7. 4. Line 'B' has been labeled on sheet 19. Line 'B' was requested by Engineering to handle "nuisance " flows from the median. Line 'B' is not intended for use as a storm sewer. Because of this, we requested that PVC pipe be used in place of concrete pipe to convey the 'nuisance' flows to the downstream storm sewer. This request was approved by the Engineering department. 5. The irrigation channels located along the south property line are labeled on sheet 20. 6. Ilie "groundwater conveyance system" is shown on the Master Utility Plan (Sheet 3). We have not shown it on the Grading or Drainage plan because it would only clutter up the drawing. 7. The majority of the other redlined notes on sheet 20 are dealt with in the construction notes. MISCELLANEOUS: 1. We are providing a print of the "Preliminary Drainage Plan" which reflects the project site relative to Fossil Creek for your reference. 2. We are providing you with copies of the right-of-way and easement dedication request documentation for the right-of-way and easements on the Kathy Fromme Prairie property. Also provided is a copy of the City ordinance accepting dedication of right-of-way and easements. Page 2 January 16, 1996 Project No: 1318-01-92 3. Because it has been decided that the Shields Street improvements will not be constructed with the development of Fossil Creek Estates First Filing, we have prepared and included an additional sheet for the interim grading requirements along South Shields Street, and the lots adjacent to South Shields Street, to facilitate future widening. The additional sheet is SHEET 8A - INTERIM SOUTH SHIELDS GRADING PLAN. This sheet is required because interim grading is required at this time to facilitate future Shields Street widening. The siphon would also be constructed later, so interim grading is required at this time to facilitate future siphon reconstruction. 4. We are also re -submitting your previous redlined utility plan set and redlined drainage report. If you have any questions or require additional information concerning revisions to the Utility Plans and Final Drainage and Erosion Control Report, please call at 226-5334. Sincerely, Brian W. Shear, P.l Shear Engineering BW S / meo cc: John Turner Carter Ewing; Fossil Creek Partners Kerrie Ashbeck, City of Fort Collins SOUTH FORT COLLINS Sanitation District M E M O TO: Kirsten Whetstone FROM: Mr. Terry Farrill, Systems Engineer DATE: April 20, 1994 SUBJECT: FOSSIL CREEK ESTATES P.U.D. The Fort Collins -Loveland Water District and the South Fort Collins Sanitation District have reviewed the above mentioned project and submit the fallowing comments. 1. General Note #2 is to be corrected to read..."All sanitary sewer construction shall conform to the most current South Fort Collins Sanitation District standards and specifications." 2. General Note #3 is to be corrected to read..."All water distribution system construction shall conform to the most current Fort Collins -Loveland Water District standards and specifications." 3. Air release valves are to be sized and located at the high points. 4. The existing 4 inch water line located in Shields Street is to be lowered to maintain a minimum of 5 feet of bury. 5. Please be advised that this property is not within the service area of the South Fort Collins Sanitation District and, therefore, the sanitary sewer service is contingent upon the land being included into the District boundary which must be approved by the Board of Directors. Final approval of the construction drawings is contingent upon the successful inclusion of the property. Please do not hesitate to contact me at 226-3104, if you have any __ questions or require further information. xC: Michael D. DiTullio, District Manager 4700 South College Avenue Fort Collins, Colorado 80525 Telephone 226-3104 - 669-4321 FAX (303) 226-0186 Comm, Planning Department April 27, 1994 Kay Force Jim Sell Design 117 E. Mountain Avenue Fort Collins, CO 80524 Dear Ms. Force, and Environmentai .,ervices City Staff has reviewed your submittal for Fossil Creek Estates PUD First Filing Final, and offers the following written comments: 1. Review of these plans should not be construed as a commitment that telephone facilities sufficient to serve this project are presently available. US West will provide telephone service in accordance with the rates and tariffs on file with the Colorado Utilities Commission. 2. Telephone facilities generally occupy rear lot utility easements, which must be located on terrain which permits trenching operations. 3. The developer is responsible for provision of all trench, street crossings, and ditch crossings for telephone facilities within the project, and the developer pays up front construction costs for facilities within the development. 4. Any relocation of existing telephone facilities required by these plans will be paid for by the developer. 5. A 15' by 30' easement for three large telephone equipment cabinets would be required in the general vicinity of the north side of the development, possibly in Tract B or Tract A. US West: recommends that Tracts be described as utility easements for flexibility in layout of utilities. Planning cautions you about this because any encroachment in a Tract would require a vacation of a utility easement. Planning urges you to work with US West to locate specific utility easements for installation of these utilities. 6. Front lot utility easements adjoining public streets need to be 9' wide rather than 81. Front lot utility easements adjoining private drives need to be 13' wide rather than 81. 7. Planting of street trees in Tract A needs to be coordinated closely with Public Service so that no trees are closer than 4' to any natural gas line. Is1 .Abrth College Arenue • P.O. Bov ;80 • Fort Collins, CO 80�22-0580 • 003) 221-6-70 8. Water lines and sewer lines are shown on the lot lines and will need to be coordinated with location of Light and Power facilities. 9. Please see attached letter from Terry Farrill regarding water and sewer district's comments. 10. Please see comments on the plat from the City Mapping Division. Also note that the plat will be approved by the Planning and Zoning Board, signed by the Secretary of the Planning and Zoning Board, not the Planning Director. The City Clerk does not sign plats approved by the Board. The plat's location map should include the Fossil Creek Estates Annexation area as well. 11. Use inflow curb and gutter around the medians, to protect the pavement from irrigation water run-off. 12. Engineering has concerns about the perched water table potential. Subdrains must be provided under streets or remove bedrock under streets to 3' below the surface. 13. Subdrains in the city ROW require a hydrologic study. 14. Concrete private drives must be thick enough to support fire vehicle load if fire access is provided by the drive. 15. A traffic striping plan for Shields street is required. 16. Fossil Creek Drive must line up with the street on the east side of Shields. The median causes the intersection to be too wide on the west side of the street. Please have your engineer discuss this with the City Engineering Department. Engineering can also assist in processing the dedication of ROW needed for the north half of the street. 17. Please include with revisions, perhaps as a small sketch on the site plan, a specific design for the shared driveways describing how they will work, what they will look like, etc. 18. The City Forester asks that you not use austrian pines in the medians; as they block traffic visibility, shade streets in the winter causing ice problems, and they will eventually outgrow the space. He prefers the use of shade trees in these areas. 19. Parkland fees are $779.00 per dwelling unit, collected at the time of building permit issuance. 20. Natural. Resources is requesting a condition of approval that City Council approve the road location and utility easements across the Fromme Prairie. Staff would prefer this project to go to the Planning and Zoning Board only after the ROW and easement dedications have passed on first reading. Please contact Tom Shoemaker about the process for these dedications. 21. Natural Resources would like to discuss the choice of landscaping adjacent to the Prairie. 22. Natural Resources would like to discuss mitigation measures for the wetlands being disturbed on this phase. 23. Natural Resources would like you to delineate on the plans the limits of construction disturbance regarding the boundary of the Fromme Prairie (Lots 37, 38 and the road and utility construction). Please include on the plans, a sketch of the entry feature. 24. A written solar orientation variance is required, unless you could find two more solar lots. The overall preliminary plan did meet the requirements, but because that plan is now restricted by Council's Zoning action, it would be best to justify this variance for this filing based on terrain and natural resource values. The fact that you are only two lots short says a lot as well. 25. Please contact Basil Hamdan at the City Stormwater Utility for Stormwater comments. Have you obtained a 404 permit? 26. Please include an attorney certification or a notary public signature block on the site plan. 27. Please explain note #8. Staff is not sure why you need this. 28. Note #3 should say direct lot access to be from local street or private drives. No access to Shields Street or Fossil Creek Drive is permitted, except for Lots 37 and 38. 29. It would be a good idea to show building envelops for Lots 37, 38, 32, 33, 34 and to keep the houses as close to the front of the lots as possible. 30. Please include a wall detail with your revisions. 31. Additional shrubbery and evergreen trees are needed as foundation plantings to soften the visual appearance of the and for additional buffering for Lots 11, 7, and 6. These lots are relatively close to what will be a busy arterial street in the future. 32. Please include a note on the plans, perhaps in conjunction with the zoning, that the zoning is conditional with a PUD and with a density. A PUD is required of all developments and that a minimum density of 1.5 DU/acre is allowed as a condition of zoning. You may want to refer to the specific ordinance number, which the City Clerk could provide. This concludes staff comments at this time. In order to stay on schedule for the May 23, 1994 Planning and Zoning Board hearing, please note the following deadlines: Plan revisions are due May 6th by 8:30 am (Final Staff Review is that. day) (3 sets of plans and written documentation responding to the above concerns), PMT's (one PMT of each plan sheet), colored renderings, and 8 prints are due May 16th. Final mylars and other documents are due as soon as possible following the hearing. Please be aware that the development agreement and utility plans must be signed prior to the Planning and Zoning Board Hearing„ for all PODIs. If not, a condition will be placed on the project giving you 30 days to finalise the plans and agreement, after which time, you must submit a request for an extension, to the Planning and Zoning Board. If you have any questions about these comments or would like to schedule a time to meet to discuss them, please contact me at 221- 6750. Sincerely, Kirsten Whetstone, AICP Project Planner cc Kerrie Ashbeck, Engineering Department Shear Engineering V!) November 9, 1994 Project No: 1318-01-92 Kerrie Ashbeck City of Fort Collins Planning Department P.O. Box 580 Ft. Collins, Colorado 80522 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado Dear Kerrie, The following discussion addresses the revisions made to the Utility Plans based on City initial review comments noted on the redlined plans from our 03/31/94 initial submittal. Please note that we only received redlined review cotmments from Engineering and the Stormwater Utility. We have also addressed comments by other utilities and departments which were provided to us in written form. SHEET 1_OF 22; COVER SHEET * A scale has been added to the vicinity map. * The plan date of March, 1994 has been removed. * The City of Fort Collins approval block has been revised. * General Notes 2 and 3 have been revised at the direction of the South Fort Collins Sanitation District / Fort Collins - Loveland Water District. PLAT * Boundary designations have been revised to provide boundary courses and distances adjacent to course lines. * Section line data and Section corner monumentation data has been added. • A scale has been added to the vicinity map. * The signature block for the Director of Planning has been revised. SHEET 2 OF 22; STRE_ET_TYPICAL_SECTIONS: * A second Fossil Creek Drive typical section has been added to indicate inflow curb and gutter at median island from Sta 0+00 to Sta. 7+60.38. * Pavement design recommendation data has been revised. SHEET 3 OF 22; MASTER_ UTILITY PLAN_ * The Master Utility Plan has been revised to include electric facilities based on a preliminary design provided by Light and Power. * Construction notes have been added to identify all utility installation directions for water and sewer appurtenances. 4836 S. College, Suite 12 Fort Collins, CO 80525 (303)226-5334 PAGE 2 November 7, 1994 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 4 OF 22_., -SANITARY SEWER PLAN AND PROFILE (Fossil Creek Drive): * Electric facilities and water and sewer services have been added. * Sewer service stationing summaries have been provided. SHEET 5 OF 22; SANITARY SEWER PLAN AND PROFILE (Fromme Court): * Electric facilities and water and sewer services have been added. * Sewer service stationing summaries have been provided. * The finished grade at the Fromme Court sewer line has been revised to match the revised Fromme Court street profile. SHEET 6 OF 22; SANITARY SEWER PLAN AND PROFILE (Red Tail Court: * Electric facilities and water and sewer services have been added. * Sewer service stationing summaries have been provided. * The storm sewer profile has been removed in its entirety. The storm sewer plan and profile has been completely modified and is provided on a new sheet; Sheet 7. SHEET 7 OF 22; STORM SEWER PLAN AND PROFILE * The storm sewer plan and profile design has been revised in its entirety. The storm sere plan and profile is now on a new sheet. * South Shields Street cross sections, north of the Fossil Creek Drive intersection, have also been included on this sheet. These cross sections were added in order to relate the proposed sanitary sewer, proposed storm sewer and proposed ultimate South Shields Street arterial full width construction. SHEET 8 OF 22 STREET PLAN AND PROFILE (South Shields Street): * Spot elevations have been added to the South Shields Street / Fossil Creek Drive intersection according to the requirements of standard detail D-18. Standard detail D-18 has also been added to the detail sheet. * Inlets have been added to the South Shields Street / Fossil Creek Drive intersection. Curb flowline and top of inlet box spot elevations have been added. * A Type HI barricade has been added to the end of the curb, gutter and detached sidewalk at Sta. 60+35.13. A Type III barricade detail has also been added to the detail sheet. SHEET 9 OF 22; SOUTH_ SHIELDS STREET STRIPING PLAN: * The striping plan for South Shields Street has been incorporated since our initial submittal. PAGE 3 November 7, 1994 Project No: 1318-01-92 Re: Fossil Creek Estates P.U.D. First Filing; Ft. Collins, Colorado SHEET 10 OF 22; SOUTH_ _SHIELDS STREET CROSS SECTIONS: SHEET 11 OF 22; SOUTH_SHIELDS STREET CROSS SECTIONS; SHEET 12 OF 22; SOUTH SHIELDS STREET_ CROSS SECTIONS: SHEET 13 OF 22; SOUTH SHIELDS STREET CROSS SECTIONS: * Spot elevations have been added to all cross sections. Street cross slopes have also been added. * A cross section for Sta. 52+50 can be found on Sheet 7; Storm Sewer Plan and Profile. * Across section for Sta. 53+00 has been added to Sheet 10. SHEET 14 OF 22; STREET PLAN AND PROFILE (Fossil Creek Drive): * Spot elevations have been added to the South Shields Street / Fossil Creek Drive intersection according to the requirements of standard detail D-18. Standard detail D-18 has also been added to the detail sheet. * Spot elevations have been added to all other intersections as well. * The median island curb flowline profiles have been added. * The Fossil Creek Drive median island has been revised to inflow curb and gutter from Sta 0+00 to Sta. 7+60.38. SHEET 15 OF 22; FOSSIL CREEK DRIVE_ CROSS SECTIONS: * Spot elevations have been added to all cross sections. Street cross slopes have also been added. SHEET 16 OF 22 _STREET_ PLAN AND_PROFILE (Fromme Court): * The profile has been revised to provide a closer to a grade at the intersection with Fossil Creek Drive to within 50' of the Fossil Creek Drive right-of-way. The westernmost flowline grade is 0.50%. A maximum of 2% on the east flowline grade could not be achieved. However, 2.5% was never exceeded. * The centerline profile has also been revised at the cul-de-sac to meet standard cul-de-sac detailing for a minimum 1 % cross slope from the center of the cul-de-sac to the the curb lip. * Spot elevations have been added to the intersection of Fromme Court and Fossil Creek Drive according to standard street detail D-19 which is included in the plan set. * Curb and gutter flowline radius data has been added.' I,j�'�;, SHEET 17 OF 22; STREET -PLAN AND PROFILE (Red Tail Court): * Spot elevations have been added to the intersection of Red Tail Court and Fossil Creek Drive according to standard street detail D-19 which is included in the plan set. * Curb and gutter flowline radius data has been added.