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Home My WebLink AboutROHRBACKER PUD - PRELIMINARY & FINAL - 41-89C - SUBMITTAL DOCUMENTS - ROUND 1 - APPLICATIONPLANNING DEPARTMENT APPLICATION FORM City of Fort Collins Project Name: Rohrbacker P.U.D. Land Use Information: Project Number: Project Location or Street Address: Fort Collins, Colorado Today's Date: May 7 1990 1400 East Magnolia Street, Gross Acreage/Sq. Footage: 3.6200 acres/157,687 sq. ft. Existing Zoning: C — Commercial with P.U.D. condition Proposed Use: vehicle recycling Total Number of Dwelling Units: N/A Total Commercial Floor Area: 7, 871 sq. ft. • ENERAL INFORMATION: Owners Name: Rosalie Rohrbacker Applicants Name: Wayne Specht Contact Person: Lucia L. Liley Address: 430 W. Myrtle St. , Fort Collins, Address: 4325 So. County Road 11, Fort Address: 110 East Oak, Suite 200, Fort P P Telephone: 482-2551 CO 80521 Telephone: 493-4243 Collins, CO 80521 Telephone. 482-4322 Collins, CO 052 TYPE OF REQUEST: Please indicate type of application submitted by checking the box preceding appropriate request(s). Combined requests, except for Final PUD and Final Subdivision, require the combined individual fees. No application will be processed until all required information is provided. Additional handouts are available explaining information requirements for each of the following review processes. Annexation with Initial Zoning Fee: $50.00 + $10.00 per sheet of annexation plat + $3.00* per sheet of annexation petition Requested Zone Rezoning Requested Zone Fee: $50.00 +- $3.00* per sheet of rezoning petition Planned Unit Development - Master Plan Fee: $60.00 Planned Unit Development - Preliminary Plan X Fee: $50.00 Planned Unit Development- Final Plan (including final subdivision) X Fee: $110.00 + $10.00 per sheet of subdivision plat PUD Administrative Change Fee: $5.00 Minor Subdivision Fee: $150.00 Preliminary Subdivision Fee: $50.00 Final Subdivision - 1 to 4 lots Fee: $75.00 Final Subdivision - more than 4 lots Fee: $110.00 + $10.00 per sheet of plan Multiple -Family Use Requests in the R-M and R-H Zoning District Fee: $85.00 Non -Residential Use Requests in the R-H Zoning District Fee: $85.00 Non -Conforming Use Requests Fee: $110.00 Group Home Review Fee: $85.00 L11P Site Plan Review Fee: $110.00 Other Special Site Plan Review Fee: $100.00 Vacation of ROW or Easement Fee: $3.00* per sheet of filing document Street Name Change Fee` $3.00* per sheet of filing document 51987 *Please make check oavable to Larimer Countv Clerk and Recorder PUD ADMINISTRATIVE CHANGE Description of the change and reason(s) for the request: Planning Department: Action: Date: By: Building Inspection: Action: Date: By: Engineering: Action Date: By: CERTIFICATION I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing the application I am acting with the knowledge and consent of the owners of the property without whose consent the requested action cannot law" be accomplished Name: /% Address: 4325 So County Road 11, Fort Collins CO 80521 Telephone: 493-4243 ��no ITEM ROHRBACKER PUD NUMBER 41-89C IRRI6A-r)0P-) O�/ERFLOW zZ � I EX1 ST�111 G Zz \n i J I EXISTING I I V) i' j G U1 LOIN G I I i LOT I I xJ 1 � I I X� I AU70 5TOFZAGE F1L7ER 0'x /or GERM \ -EX)5T 251-M i l ex)57, A5PPA1-T PVM �A S �/f,� GNOLii� STREET- g/.-}IGN CHAIN LINKFENC� \A/)TH SCREEN INrr SLATS X1 E5T. ¢'r rLM f -- 2-UGRIGHT - EX15T 3�E732' '" PF�OPOSFD L�INDSC�lp1NG — ¢0 x!0 EVI<RGREEN5 F_X 15'f 2LM Ex IST 3 ELM :EN C E �---------- � I 1 NG ) EX 1ST L �L � �3U1L_DING I LOT 3 I I AUTO 570GE ) 1 I � I FIL7EF 6Ff2N1 • U DEVELOPMENT AGREEMENT SPECIAL CONDITIONS: 1. East Magnolia Street Right -of -Way a. Street and Streetscape Improvements That portion of the East Magnolia Street right-of- way adjacent to the Property shall be improved to City standards at such time as said street is extended into the undeveloped property lying west of the Property or at the time additional buildings are approved on the Property. When such extension or additional buildings occur, the Developer shall install such right-of-way improvements at his sole cost or, at the option of the City, shall participate in the formation of a special improvement district therefor. The landscaping within the forty -foot (40 ft.) setback adjacent to the East Magnolia Street right-of- way ("Streetscape") shown on the site plan shall be installed by the Developer at his sole cost at the time improvements to East Magnolia Street are required as herein provided. In the event that a portion of the Property with frontage on East Magnolia Street is transferred to a third party, the owner of the Property so transferred shall be responsible for the payment of a pro rata share of the costs of the street and Streetscape improvements based upon the percentage of frontage to the whole frontage to be improved. The provisions of this paragraph shall be deemed to constitute a covenant of the Developer running with the Property and shall be binding on the Developer and any subsequent owner of the Property or any portion thereof. This Agreement shall be recorded in the Clerk and Recorder's Office in Larimer County, Colorado. Further, the Developer hereby covenants to include the restrictions of this paragraph in any documents transferring any interest in the Property to a third party. b. Storage in the Right -of -Way No storage of any vehicle or part thereof shall be allowed in the East Magnolia Street right-of-way. . Storage shall be allowed in the forty -foot (40 ft.) setback adjacent to such right-of-way until such time as the East Magnolia improvements are required to be • installed as herein provided. All costs necessary to remove any items stored in such setback shall be borne solely by Developer. 2. Drainage of Fluids and Storage on Site All fluids shall be drained from vehicles prior to storage and/or salvage on site, and all such drainage shall be conducted solely within a building or buildings on the Property and in a room with concrete flooring. Storage of motor oil, differential grease, brake fluid, transmission fluid and antifreeze on the Property shall be limited to one 30-gallon barrel of combined motor oil, differential grease, brake fluid and transmission fluid and one 30-gallon barrel of antifreeze. Each 30-gallon barrel shall be stored within a building in a room with concrete flooring, and each such barrel shall be encased in a 50-gallon barrel surrounded by a cement barricade three (3) feet in height. Gasoline shall be drained and used to operate equipment and vehicles used on the Property. Any storage of gasoline on the Property shall be in closed containers within a building with a concrete floor. Storage of freon shall be limited to one 25-pound high pressure drum or freon canister. Transmissions and batteries shall be stored within buildings on shelving and/or wooden racks above the floor until recycled. All storage shall conform to current City Fire Code provisions and applicable state and local hazardous waste regulations. 3. Crushing and Stacking of Vehicles The stacking of vehicles on the Property shall not exceed a height of eight (8) feet. No crushing of vehicles shall be permitted on the Property. • 0 ST t MART&JkSSOCIATES Consulting Engineers and Surveyors May 7, 1990 Mr. Glen Schlueter Storm Water Utility City Of Fort Collins P 0 Box 580 Fort Collins, CO 80522 RE: Supplemental Storm Drainage Information for Rhorbacker P.U.D. Dear Glen: At the Planning and Zoning Board meeting held March 21, 1990, it was said that quite a bit of water has been seen running east on Magnolia Street, through the Rhorbacker property. I believed that this could not possibly have been from rain storms due to the small runoff basin. The Rhorbacker porperty only generates 3.0 c.f.s. during a 10 year storm and the offsite field, lying to the west, which might contribute runoff, generates 4.9 c.f.s. during a 10 year storm. I thought the water seen in the street was probably from irrigation overflow, and Mrs. Rohrbacker confirmed this. She told me that on occasions during the past her husband had complained to the person irrigating the field to the west when his irrigation water broke out of the ditches and flooded through the Rohrbacker property. As I pointed out in the March 16, 1990 Rohrbacker P.U.D. storm drainage report, this irrigation overflow from the west can be diverted by constructing an earthen berm along the west property line of the Rohrbacker P.U.D. The proposed filter berm to the downstream side of the auto storage area is to stop oil and grease drippings from being washed onto adjoining properties by lesser storms. We realize that the 100 year storm will inundate the entire area and cause the filter berm to be non -effective. As we discussed previously, the 100 year stom flow will so dilute any oil or grease washed from this site, that it will not be a hazard. The installation of the filter berm and the possible construction of a berm to divert irrigation overflows will make the Rohrbacker P.U.D. a safe and practical site for the storage of vehicles. I am attaching a copy of the March 16th 1990 Storm Drainage Report. Please call if you have any questions or additional ideas regarding this project. Sincerely, Phillip r. Robinson, P.E. & L.S. Vice President 1 k k enclosure James H. Stewart and Associates, Inc. 214 N. Howes Street PO. Box 429 Ft. Collins, CO 80522 303/482-9331 • • STORM DRAINAGE REPORT ROHRBACKER P.U.D. PREPARED FOR AUTO SALVAGE - MR. WAYNE SPENT STEWART & ASSOCIATES, INC. MARCH 16, 1990 ROHRBACKER P.U.D. DRAINAGE REPORT . The Rohrbacker P.U.D. is a 3.6 acre site located at 1200 East Magnolia Street, which is 400 feet North of East Mulberry Street and 600 feet west of Link Lane. The site presently has two metal buildings and a 250 foot long by 35 foot wide asphalt strip, and the remainder of the property is gravel and earthen surfaced. The site is located in the Cache La Poudre River flood plain, according to FEMA map 080101 0179 C as revised March 18, 1986. The 100 year flood water elevation is approximately 4932, which is about 3 feet above the existing ground elevation. The floor elevations of the two existing buildings are below the 100 year flood water elevation, therefore, they will be non —conforming. The west building is now used by Sipes Concrete Contractors as a shop and office, and a portion of the west yard is used for storage of concrete forms and related equipment. The Sipes' operation will remain the same; therefore, there will be no change in storm water run—off from the westerly portion of the site. The east building, which is now vacant will be occupied by the Auto Salvage operation as a sales office and for storage of auto parts. The lots to the south will be used for storage of salvagable vehicles. The ground surface will not be changed from that which now exists, and the storm run—off quantities will remain the same. Hazardous wastes, such as oil or grease, shall not be drained from the vehicles onto the ground, but since there may be drips or spills, a filter berm shall be constructed around the run—off from the vehicle storage area. This filter berm will be constructed from compacted road base, which will hold its shape and which will allow water to pass through while filtering out oil and grease. Any offsite flows onto the Rohrbacker P.U.D. would come from the upstream property lying to the west. This property to the west is farm land which is irrigated from north to south and which has a waste water ditch running north to south along its east edge. The Lemay Avenue dike stops the flood waters which would come directly from the Cache La Poudre River; therefore, only the rain falling on the field will contribute to runoff flows, and the irrigated rows running north to south and the waste waters ditch will intercept all storm waters before they flow onto the Rohrbacker P.U.D. The attached calculation sheet shows the existing runoff quantities from this offsite field. Whenever this offsite property is developed, and Magnolia Street is constructed through from the east, a complete drainage study of the area will be required; but until that happens, the drainage patterns are such that this field will not contribute offsite flows to the Rohrbacker P.U.D. In case the irrigation row direction is changed and the waste water ditch is done away with, offsite flow onto the Rohrbacker P.U.D. can be diverted by constructing an earthen berm along its west property line. Rohrbacker P.U.D Drainage Report March 16, 1990 Page 2 The proposed uses of the Rohrbacher P.U.D. will not change the ground surfacing from that which now exists; therefore, the quantity of run-off and drainage patterns will remain the same. The construction of the filter berm will stop any hazardous wastes from leaving the site. The proposed uses will not cause any risk to the safety or welfare of the public. This storm drainage report is only for the immediate use of the site as an auto salvage operation; and any further development, such as new paving or buildings, shall require a complete new utility and drainage plan review. The attached calculation sheet shows the composite C factor along with the 2 year, 10 year, and 100 year storm run-off quantities from the existing conditions of the Rohrbacker P.U.D. Phillip Y Robinson, P.E. & L.S. • -� 4502 6OMPUTATIONS 0 Stewart & Associates, Inc. 214 N. Howes St. Ft. 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