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HomeMy WebLinkAboutSUMMIT VIEW PUMP STATION - PDP/FDP - 5-01 - CORRESPONDENCE -the south did have to assume 100-year runoff from a contributing area on the north side of the canal. The pump station site could tie into that system if the runoff were piped under the canal. 12. If the below -ground facility creates less than 350 square feet of impervious surface, then no drainage analysis need be done. For further information, please contact Glen Schlueter, 221-6681. 13. The site will be served by the City of Fort Collins Light and Power Department. The nearest electrical power is about one-half mile north along Mountain Vista Drive near Adriel Hills. Providing 277/480 would not be a problem. Normal development charges would apply. An electrical contractor needs to complete the -Commercial One (61C- 1") Form in order to determine entrance capacity and size of the transformer. Electrical power should be brought.to the site within dedicated easements along public right-of-way. For further information, please contact Alan Rutz, 221-6700. 14. The site would have to be landscaped. If fencing is needed, it should be solid wood. If chainlink is used, it should be treated with a green or black vinyl cladding. 15. It is recommended that you check with Rick Lee, Commercial Plans Examiner, Building Inspection Division, 221-6760, for the applicable building permit fees for either the above or below -ground facility. 16. It is recommended that a pre -submittal meeting be scheduled in order to determine the appropriate submittal documents either an above- ground or below -ground facility. 6. The ditch access road cannot be blocked. In fact, perhaps it would be efficient to share the ditch access road. Permission from the ditch company would be needed. For further information, please contact Sheri Wamhoff, 221-6605. 7. The requirement for a transportation impact study is hereby waived. 8. The site is located within the City's Mountain Vista Subarea Plan. This plan calls for new streets and street alignments to serve the area as it develops over a long range timeframe. For example, Conifer.is planned to extend east to intersect with Timberline Road, north of the subject parcel. • Conifer is classified as a minor arterial street (two lanes with continuous left turn lane). The subject parcel should not preclude Conifer from extending along its proposed alignment. For further information regarding the Mountain Vista Subarea Plan, please contact Pete Wray, 221-6376, or John Daggett, 221-6608. 9. The Larimer and Weld Canal will need a 50 wide buffer for a wildlife movement corrido. If there are any prairie dogs, they must be relocated or eradicated in a humane manner. Drought -tolerant plantings or xeriscape materials are encouraged. For further information regarding natural 'resource issues, please call Kim Kreimeyer, 221-6750. 10. The site is located in the Cooper Slough Drainage Basin where there are no new development fees at this time. For reference purposes, the site is located in inventory grid number 12F: Since the building exceeds 350 square feet, a Drainage Report, Grading and Drainage Plan and Erosion Control Plan must be included in the submittal. Please note that extended stormwater detention is required to treat the runoff. 11. The site release rate may be the standard two-year historic rate and detention for the difference between it and the 100-year developed rate. The biggest issue is to find an appropriate outfall for the stormwater. Larimer and Weld Ditch cannot accept any runoff above the 100-year historic rate. If the site runoff crosses the irrigation ditch, the increased quantity would have to be followed to a point where it has no affect on the outfall system. Th&Waterfield development to COMMENTS: 1. The site will be served by the Poudre Fire Authority. Timberline Road is classified as an arterial street. Therefore, the site must be designed with a fire access road capable of supporting a 40 ton vehicle and designed with a loop featuring 20 foot inside and 40 foot outside turning radii. If the facility is above -ground, then there must be a fire hydrant within 300 feet capable of delivering a minimum of 1,500 gallons per minute at 20 p.s.i. residual pressure. The address must be visible from Timberline Road. If the facility is below -ground, a fire sprinkler system will not be required. For further information, please contact Ron Gonzales,-221-6570. 2. The site is zoned L-M-N, Low Density, Mixed -Use Neighborhood. The proposed use is considered a public facility and is eligible for administrative review. Recycled asphalt is acceptable as an alternative parking surface. The building can be set back no more than 25 feet from the property line, after the necessary dedications.for the standard arterial roadway classification. 3. Since Timberline Road is classified as an arterial street, there will need to be 57.5 feet of half -width of right-of-way as measured from the centerline of the road. There is likely 30 feet of half -width at this time. This would require an additional 27.5 of right-of-way dedication. In addition, there needs to be a 15 wide utility easement dedicated along the roadway frontage behind the property line. Therefore, there would be a total of 42.5 feet of total new dedication along Timberline Road. 4. As a development, the project is required to improve the frontage along the public roadway. The developer's obligation is for the "local street portion" of the arterial cross-section. This typically involves four feet of sidewalk, curb, gutter and about eight feet of asphalt. These improvements can be done with the pump station, done in coordination with Waterfield P:U.D. (located to the south), or escrowed with a financial instrument acceptable to the City. 5. It does not matter to the City if the pump station parcel is owned in fee simple by the District or leased from the land owner. MEETING DATE: July 17, 2000 ITEM: North Weld County Water District Pump Station — West side of North Timberline Road (C.R. 9E), North of the Larimer and Weld Canal (Eaton Ditch), south of Mountain Vista Drive. APPLICANT: North Weld County Water District c/o Mr. Chris Matkins, The Engineering Company, 2310. East Prospect Road, Fort Collins, CO. 80525. LAND USE DATA: Request for either an abeam—gr-eund ofibelow- troun pump station. North Weld is connecting to a City of Fins water ine and needs a pump station to convey the water to customers in their service area. The desire is to have the pump station operating by April of 2001. An above -ground facility would be approximately 40' x 60' and constructed of split -face concrete block with a metal roof. COMMUNITY PLANNING AND ENVIRONMENTAL SERVICES 281 N. College Ave. PO. Box580 Fort Collins, CO80522-0580 (970)221-6750 CURRENT PLANNING DEPARTMENT i Commr y Planning and Environmental Current Planning City of Fort Collins July 24, 2000 Mr. Chris Matkins The Engineering Company 2310 East Prospect Road Fort Collins, CO 80525 Dear Chris: vices -.01 0/ C/ 140 S For your information, attached is a copy of the Staff's comments for the North Weld County Water District Pump Station, which was presented before the Conceptual 4' Review Team on July-17, 2000. The comments are offered by staff to assist you in preparing the detailed components of the project application. Modifications and additions to these comments may be made at the time of formal review of this project. If you should have any questions regarding these comments or the next steps in the review process, please feel free to call me at 970-221-6750. Sincerely, a,e,d Ted Shepard Chief Planner cc: Project Planner File 281 North College Avenue • PO. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6750 • FAX (970) 416-2020