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HomeMy WebLinkAboutMULT DOCS - 08-00274 - Mariott Springhill Suites - CUP - Hotel06/05/2008 THU 16:11 FAX 18013757833 ZHMS 0002/005 �XR� Conditional Use Permit y �o 4 ° '��, - - C - a F City of Rexburg - " - REEXBURG 12 North Center Phone. 208.359.3020 America',; rramrFy cama„u - K'exbur& ID 83440 wwv.rexburg.org Fax. 208.359.3022 Fee(s) Paid: Yes /No CUP: $200.00 e Publication: $250.00 Applicant q Name: Rexburg Lodging Associates LLC Address: 150 West 1450 North Suite A {' Ci ty: Pr ovo State: Utah Phone: (801)- 375 -7800 Owner (Complete if owner not applicant) Name: Address: r , City: State: Phone: Property Covered by Permit: Address: Zone: Regional Business Center Legal Description (Lot, Block, Addition, Division Number) Plat not finalized. Part of C '/4 Sec. 36 T-6-N. R -39 -E Nature of Request (Briefly explain the proposed use) Phase I is a Hotel. Existing use of property: Farm Ground . Will this have an impact on schools: 1 06/05/2008 THU 16:11 FAX 18013757833 ZHMS 0003/005 0 4 Requirements for Granting Conditional Use Permit The following information will assist the Commission and /or City Council to determine if your proposal will meet the requirements under the zoning ordinance. 1. What is the estimated water usage per month? Are the existing mains adequate to provide fire protection? Phase I: 9,681 g.p.d. 12" main is adequate for fire Protection 2. What is the estimated sewer usage per month? Will pretreatment be necessary? Phase I: 9300 g.p.d.. No pretreatment will be necessary. 3. What is the estimated daily traffic to be generated? Will the traffic be primarily private vehicles or commercial trucks? Phase I: 661 v.p.d. 85 vehicles in the a.m peak hour. 106 vehicles in the p. m. peak hour primarily private vehicles. See traffic study. 4. If commercial, industrial, or a home occupation, what will be the hours of operation? 24 hours 5. Will storm water drainage be retained on site? Is an existing storm drain available? Is it at capacity? If so, will new facilities be constructed? 100% retained on site 6. If proposed use is residential, describe number and type of dwelling units. Will this be student housing: multi- family for young families, singles and couples, or elderly? N /A. 7. What provision has been made for fire protection? Where is the nearest fire hydrant? Is any point of the building further than 150 feet from access sufficient in width for fire fighting equipment? Building will have a fire sprinkler system Fire hydrants will be designed and installed according to current standards 8. How much parking is being provided on -site? Do the aisle widths and access points comply with the ordinance requirements? Has landscaping been provided in accordance with the ordinance? 106 parking stalls. Aisle widths and access points comply with ordinance requirements Architects will design landscape accordingly. 9.. Where will solid waste generated be stored? Is access adequate for the City collection? 1 dumpster located onsite adjacent to the building. Locations accessible for city n� ickup 10. What is the type of noise that will be generated by the use? What are the hours of noise generation? Noise is negligible. Small amount of noise in a.m. and p. m. beak hours associated with guest entering and leaving location. 06/05/2008 THU 16:11 Fax 18013757833 ZHMS IZ004/005 0 r 11. What type of equipment will be used in the conduct of the business? Equipment typical of hotel industry such as: Lawn care equipment, garbage disposal, and laundry facilities. 12. What ate >the surrounding land uses? Has buffering been provided as required by the ordinance? Property is to the .North by General Business Dist. South by Transitional Ag. 1. West by Commercial Business Center and Light Industrial Park. East by RBC. Building separation greater than 10 ft. Lot area, width and frontage part of approved survey. 13. Are any air quality permits required? Is dirt or other dust creating materials moved by open trucks or box cars? 14. Will the parking lots or other outdoor areas have lighting? Yes 15. Are passenger loading zones for such uses as daycare centers and schools provided? How is busing routed? For commercial uses, where are the loading docks? Is there sufficient space for truck parking? Passenger loading zones provided. Busses can enter front entrance and exit rear entrance Parking _is based on private Vehicles. Trucks or busses can park if thgy occupy more than ones ace 16. If a commercial, multi - family, or public assembly use, where is the nearest collector street? Arterial street? Arterial Street: Yellowstone Hwy. 191. Collector Street: University BLVD. 17. What, if any, signage is anticipated in connection with the proposed usage? Stop sign will be required at access. points from development. See traffic study. The Commission or Council may address other points than those discussed above, but a narrative addressing at least those applicable points will assist in processing your application. A PLOT PLAN MUST BE ATTACHED IN ORDER TO PROCESS THIS APPLICATION. Included on the plot plan setbacks, parking, etc. Formal notice will be sent to applicant after approval of a Conditional Use Permit. Notice will state the conditions of the permit. If conditions are violated or not met there will be 90 day period to cure the problem. Failure to comply with the terms may result in revocation of the Conditional Use Permit. Signature of Applicant Date Email from Gary Leikness — 5/28/2008 Kevin, Found in Ordinance 926 (Development Code for the City of Rexburg), are the criteria for approval of a conditional use permit. You should make sure that you can show how exactly each of the following criteria will be met by your proposal. I will be writing a staff report for this hearing and I will be addressing each criteria as well. The more info you give to me regarding each criteria will help me in writing my staff report, and will insure that I don't miss or overlook anything. For your convenience I've included that criteria below: 1. Constitute a conditional use as established in Table 1, Zoning Districts, and Table 2, Land Use Schedule. According to Rexburg 's City Ordinance NO. 926 Sect. 3.18.020. F. SIC Code 1511. Hotels are designated to be constructed in a Regional Business Center (RBQ zone. 2. Be in accordance with a specific or general objective of the City's Comprehensive Plan and the regulations of this Ordinance. Construction of a new hotel is in accordance with the City of Rexburg comprehensive plan. It is a needed addition to the Rexburg community. The demand for hotel space in Rexburg is much greater than the supply. A new hotel will facilitate growth of Rexburg and will attract development toward the southwest. 3. Be designed and constructed in a manner to be harmonious with the existing character of the neighborhood and the zone in which the property is located. The Architects will design the building in such a way that the architecture and landscape designs will conform to the existing neighborhood /area as well as conform to current code standards. Construction will be done by licensed contractors and will conform to all current code standards for construction and safety. 4. Not create a nuisance or safety hazard for neighboring properties in terms of excessive noise or vibration, improperly directed glare or heat, electrical interference, odors, dust or air pollutants, solid waste generation and storage, hazardous materials or waste, excessive traffic generation, or interference with 7 r 0 pedestrian traffic. Architects and engineers will ensure that the structure and site will be designed and constructed to protect the existing area and neighboring properties from excessive noise or vibration, improperly directed glare or heat, electrical interference, odors, dust or air pollutants, solid waste generation and storage, hazardous materials or waste, excessive traffic generation of interference with pedestrian traffic. 5. Be adequately served by essential public facilities and services such as access streets, police and fire protection, drainage structures, refuse disposal, water and sewer service, and schools. If existing facilities are not adequate, the developer shall show that such facilities shall be upgraded sufficiently to serve the proposed use. The engineers will design the structure and infrastructure to conform to current code standards. Theses standards include adequate street access, proper water supply, proper sewer connection, and sufficient drainage structures. Developer and architects will provide a location that is convenient and safe for refuse disposal and removal. 6. Not generate traffic in excess of the capacity of public streets or access points serving the proposed use and will assure adequate visibility at traffic access points. Street access points will be designed so that proper visibility as well as safe access to and from public streets is ensured. Traffic to and from a hotel will not generate excess traffic beyond what Hwy. 191 or the local public streets are designed to carry. 7. Be effectively buffered to screen adjoining properties from adverse impacts of noise, building size and resulting shadow, traffic, and parking. According to Rexburg's City Ordinance No. 926 Sect. 3.18.120. the building and structures shall not cover an area greater than 30% of the total lot or parcel of land upon which they are placed. The remaining 70% of the lot or parcel of land will ensure that the current adjoining properties will not be burdened by the resulting noise, building size and shadow, traffic or parking issues. Be compatible with the slope of the site and the capacity of the soils and will not be in an area of natural hazards unless suitably designed to protect lives and 6 0 property. Soil testing will be done throughout the preliminary design and construction phases. Soil testing will ensure that the soil capacity is within the limit of the engineer's spec design. If so necessary for reason of natural hazards, the structure and the site will be designed and engineered to protect the public from loss of live or damage to property. 9. Not result in the destruction, loss or damage of a historic feature of significance to the community of Rexburg. Historically, the property has been used as farm land with no existing structures. It provides no historical significance to the local area. Gary Leikness P &Z Administrator 19 E Main PO Box 280 Rexburg, Idaho 83440 E -mail- garyl @rexburg.org Phone- (208)359 -3020 Ext. 314 9 1. According to Rexburg's City Ordinance NO. 926 Sect. 3.18.020. F. SIC Code 1511. Hotels are designated to be constructed in a Regional Business Center (RBC) zone. 2. Construction of a new hotel is in accordance with the City of Rexburg comprehensive plan. It is a needed addition to the Rexburg community. The demand for hotel space in Rexburg is much greater than the supply. A new hotel will facilitate growth of Rexburg and will attract development toward the southwest. 3. The Architects will design the building in such a way that the architecture and landscape designs will conform to the existing neighborhood/area as well as conform to current code standards. Construction will be done by licensed contractors and will conform to all current code standards for construction and safety. 4. Architects and engineers will ensure that the structure and site will be designed and constructed to protect the existing area and neighboring properties from excessive noise or vibration, improperly directed glare or heat, electrical interference, odors, dust or air pollutants, solid waste generation and storage, hazardous materials or waste, excessive traffic generation of interference with pedestrian traffic. 5. The engineers will design the structure and infrastructure to conform to current code standards. Theses standards include adequate street access, proper water supply, proper sewer connection, and sufficient drainage structures. Developer and architects will provide a location that is convenient and safe for refuse disposal and removal. 6. Street access points will be designed so that proper visibility as well as safe access to and from public streets is ensured. Traffic to and from a hotel will not generate excess traffic beyond what Hwy. 191 or the local public streets are designed to carry. 7. According to Rexburg's City Ordinance No. 926 Sect. 3.18.120. the building and structures shall not cover an area greater than 30% of the total lot or parcel of land upon which they are placed. The remaining 70% of the lot or parcel of land will ensure that the current adjoining properties will not be burdened by the resulting noise, building size and shadow, traffic or parking issues. 8. Soil testing will be done throughout the preliminary design and construction phases. Soil testing will ensure that the soil capacity is within the limit of the engineer's spec design. If so necessary for reason of natural hazards, the structure and the site will be designed and engineered to protect the public from loss of live or damage to property. 9. Historically, the property has been used as farm land. It provides no historical significance to the local area. Fy04 gEXe URC�O U� 0 CONDITIONAL USE PERM=IT CITY OF RE City of Rexburg N Amedcas Family Community Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax ( 359 -3024 Project Information Permit # 0800274 Permit Type Conditional Use Permit Project Name Springhill Suites - CU' Site Address Parcel # RPRXBCA0367250 Project Description Names Associated with this Project Type Name Contact Phone # License # Exp Date Fee Information Project Valuation Conditional Use Permit 250.00 Public Hearing Notice Fee 200.00 Total Fees Paid $450.00 * ** SEE ATTACHED CONDITIONS * ** Print Name -- Date Issued: 08/21/2008 Signature Date g ( i;- 0 0 $ Issued By: ELAINEM ;o �fiXB�R��' CITY o F CONDITIONAL USE PERMIT ". RE X B URG City of Rexburg Americab Family Community Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 Phone (208) 359 -3020 / Fax (208) 359 -3024 Project Information Permit Type Conditional Use Permit Site Address Project Description Permit # 0800274 Project Name Springhill Suites - CUP Parcel # RPRXBCA0367250 Conditions 1. All staff review comments are included in the conditions for this Condtional Use Permit. 2. Connectivity will be addressed in the development agreement with the City of Rexburg. 3. There will be buffering to the south and east for the neighboring properties to be addressed in a landscape plan. 4. The height of the building may not exceed 55 feet. 5. A dedication of right -of -way on the south border of the property, if necessary, will be addressed in the development agreement with the City of Rexburg. 6. Storm drainage will be retained entirely on the 5 acre parcel. Print Name dv WS r Signature CI E Date Date Issued: 08/21/2008 Issued By: ELAINEM Findings of Fact City of Rexburg 12 North Center Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 OF Q tx B U,p CITY O F RE " U RG America'siwmilyCommunity Springhill Suites — South Yellowstone Hwy. Conditional Use Permit 1. On June 6, 2008, Aaron Swenson of Forsgren Associates and representing Rexburg Lodging, presented to the Rexburg Planning & Zoning Coordinator a Request and Application for a Conditional Use Permit for a hotel, Springhill Suites, located on South Yellowstone Hwy approximately 'Amile south of University Blvd. 2. On June 9, 2008, the City Clerk sent the Notice of Public Hearing to be published in the local newspaper for June 11, 2008, and June 21, 2008. A notice was posted on the property and sent to all property owners within 300 feet of the above mentioned property. 3. On June 26, 2008, Aaron Swenson presented to the Planning & Zoning Commission for the City of Rexburg the Request for a Conditional Use Permit for a hotel located on South Yellowstone Hwy approximately 'Amile south of University Blvd. Dan Hanna motioned to recommend to City Council to grant the Conditional Use Permit for Springhill Suites, on the South Yellowstone Hwy., with the conditions that storm drainage be retained entirely on the 5 acre parcel, that connectivity be addressed in the development agreement, that there be buffering to the south and east for the neighboring properties to be addressed in a landscape plan, that the height of the building may not exceed 55 feet, and that a dedication of right -of -way on the south border of the property, if necessary, be addressed in the development agreement. Charles Andersen seconded the motion. None opposed. Motion carried. 4. On July 02, 2008 a public hearing before the City Council: Council Member Erickson explained the concerns in the letter as discussed in Planning and Zoning. Mr. Hedelius is concerned with the eminent domain issue. Mr. Hedelius has concerns with the development of property on the south side of the hotel property where a canal is located. Council Member Erickson did not believe the canal area would be developed. If a road was developed by the canal; it would probably be on the north side of the canal on the hotel property. Public Works Director Millar said the east to west road would not be located on Mr. Hedelius's property; however, a north to south road does exist on the grid system for future development. The road system development will be determined as the Hedelius property is developed. Future development will be the determinate for the location of the road system. 000 000 Council Member Erikson explained the plan is a good plan which will be done in phases. Everything is in order to begin Phase 1 under the proposed Conditional Use Permit. Mayor Larsen recommended the motion include the same conditions recorded in the Planning and Zoning minutes. Council Member Erickson explained the reason for the east and south (berms or shields) is to buffer the property. It is a good idea. Council Member Mann moved to approve Conditional Use Permit for a "Hotel, Springhill Suites" with the same conditions recommended in the Planning and Zoning hearing in Dan Hanna's motion; Council Member Erickson seconded the motion; all voted aye, none opposed. The motion carried. Note: The project (Phase 1) is scheduled to be completed in 2009 N •• •• Blair Kay From: Charles Hedelius [charles @directcom.com] Sent: Monday, June 30, 2008 11:20 AM To: Blair Kay Subject: public comments for 7/2/08 city council meeting Attachments: AR- M455N_20080630_103046.pdf Blair: Per our conversation on Friday, I have attached a copy of the comments that I would like presented at the city council meeting on 7/2/08 as part of the Springhill Suites conditional use permit. Please respond to this email to verify that you have received it and that there are no problems. Thank you for your time in this matter. Charles Hedelius (801) 789 -2811 1 00 27 June 2008 Mr. Shawn Larsen, Mayor, Rexburg City Mr. Chris Mann, President Rexburg City Council Mr: Bart Stevens, Rexburg City Council. Member .Mr. Randall Schwendiman, Rexburg City Council Member Mr.. Rex Erickson, Rexburg City Council Member Mr. Richard Woodland, Rexburg City Council Member Mr. Adam Stout; Rexburg City Council Member 19 E. Main Street. Rexburg, ID 83440. RE: Written Comments for the July 2, 2008 City Council Meeting Agenda Item for the Conditional Use Permit for Springhill Suites. Dear Mayor Larsen & Rexburg City Council Members: I attended the conditional use permit meeting last evening, as an adjoining land owner, in regards to the conditional use permit for the proposed Springhill Suites project. Because of the short timeframe between the P &Z hearing and the city council meeting, and the unusually early hour of the meeting, I am unable to attend and present my concerns in person. I hereby respectfully submit two additional issues for your consideration which were not resolved at the P &Z hearing. Indemnification I request that a stipulation be attached to the conditional use permit that the developer/hotel property owner is required to enter into an indemnification agreement to protect me against un- thoughtful, senseless or malicious acts of the employees, guests, and others that will be using the hotel property which acts result in direct loss and/or damages to my property. This request was part of my public comments, however, during the committees' deliberations, the council chair curtailed any discussion on indemnification without the presence of the city attorney. Because of the format of the hearing, I am left to wonder if I didn't state my position accurately, resulting in the misconception that I was requesting the city provide the indemnification or if there were other issues. Certainly the whole process of requiring a conditional use permit to bring two disharmonious property uses in close proximity admits the possibility of injury and/or loss to the incumbent land owner. Future Roadwav After the public comment period was closed there was some discussion between the committee and city staff which disclosed for the first time that an East -West road corridor will most likely be required in the vicinity of the proposed hotel site and the north border. of my property. Since it is consistent with development practices to require the voluntary surrender of land for required public rights -of -way, I request that the future road requirements be required of this developer.as part of this conditional use permit. 27 June 2007 Rexburg City Mayor and City Council Page 2 The complexity of the future road issue is potentially increased with the existence of an irrigation canal running between the two properties. This canal has been in existence for more than 80 years. Does such a structure require protection under the auspices of the State Historical Preservation Office (SHPO)? What other requirements for relocating or piping this canal will be required by the irrigation company? Gleaning from the discussion that there are requirements for 90 intersections associated with the Old Yellowstone Highway and that the road corridors in Rexburg City are typically 100' wide, I have determined that should the burden of this road be extracted from my property, the total amount of land required would be in the vicinity of 2.6 acres or nearly 8% of my producing land. Since the burden of donating land for public use generally falls to the developer of the land, the one who financially benefits from the development, I am left to wonder why there are no East -West road right -of -way requirements on this development. Is it the intent of Rexburg City to purchase road right - of -way from me at a future date for the prevailing market cost of commercial property? Such eminent domain processes against non - willing participants are often messy and result in substantial legal costs to all parties. I was and am a neutral party to the building of the hotel complex in the proposed location. Furthermore, it is not my intention to cause any delay to the development of the project, however, ignoring this problem now will only delay the inevitable road requirement, increasing the complexity and ultimate cost of right -of -way acquisition. Respectfully Submitted, (Q4) V4 Charles Hedelius 1075 S. 100 W. Santaquin, UT 84655 NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN, that a Public Hearing will be held before the City Council of the City of Rexburg, Idaho, Wednesday, July 02, 2008, at 7:05 a.m., in the City Council Chambers of the City Building at 12 North Center, Rexburg, Idaho, regarding a Conditional Use Permit for a Hotel, `Springhill Suites'. The current Regional Business Center Zone (RBC) allows for a hotel with a Conditional Use Permit. The said parcel is located east of Wilcox Marketing Group adjacent to the South Yellowstone Hwy 'A mile south of University Blvd. in Rexburg, Madison County, Idaho, and more particularly described as follows: Proposed Zion Hospitality Parcel: Commencing at a City of Rexburg brass control monument recovered at the C1/4 of Section 36, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho; Thence S00 ° 20'38 "E, 823.35 feet along the north /south centerline of Section 36 to a point; Thence S89 °54'54 "W, 206.89 feet parallel with the south line of the NE1 /4SW1 /4 of Section 36 to the True Point of Beginning; The S00 ° 20'38 "E, 484.02 feet parallel with the center of section line to a point on the south line of the NE1 /4SW1/4 of Section 36; Thence S89 ° 54'54 "W, 474.79 feet along the south line of the NE1 /4SW1 /4 of Section 36 to a rebar with plastic cap recovered at the southeasterly corner of a City of Rexburg lift station tract; Thence N36 ° 53'28 "W, 110.83 feet along the boundary of said lift station tract to a point 27.0 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway); Thence N30 °08'23 "E, 536.33 feet parallel with and 27 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway) to a point; Thence S56 ° 26'03 "E, 122.97 feet to a point; Thence N89 ° 5454 "E, 166.66 feet parallel with the south line of the NE1 /4SW1/4 of Section 36 to the True Point of Beginning, said parcel contains 5.00 acres more or less. Proposed Right of Way Parcel: Commencing at a City of Rexburg brass control monument recovered at the C1/4 of Section 36, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho; Thence S00 °20'38 "E, 823.35 feet along the north /south centerline of Section 36 to a point; Thence S89 °54'54 "W, 373.55 feet parallel with the south line of the NE1 /4SW1 /4 of Section 36 to a point; Thence N56 ° 26'03 "W, 122.97 feet to a point 27 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway) and the True Point of Beginning; Thence S30 ° 08'23 "W, 536.33 feet parallel with and 27 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway) to a point on the boundary of a City of Rexburg lift station tract; Thence N36 °53'28 "W, 29.33 feet along the boundary of said lift station tract to a rebar with plastic cap recovered on the easterly right of way line of Old Highway 191 (South Yellowstone Highway); Thence N30 ° 08'23 "E, 526.50 feet along the easterly right of way line of Old Highway 191 (South Yellowstone Highway) to a point; Thence S56 ° 26'03 "E, 27.05 feet to the True Point of Beginning, said parcel contains 0.33 acres more or less. • , At such hearing the City Council will hear all persons and all objections and recommendations relative to such proposed permit. The City Clerk will also accept written comments at City Hall prior to 4:00 p.m. on July 01 st, 2008. This notice is given pursuant to the provisions of Section 67 -6509 and 67 -6511 Idaho Code, and all amendments thereof. DATED this 13th day of June, 2008. CITY OF REXBURG UF 10P� P By- Blair D. Kay, City Clerk, Published: June 17 2008 June 28th, 2008 0 0 NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN, that a Public Hearing will be held before the Planning & Zoning Commission of the City of Rexburg, Idaho, Thursday, June 26, 2008, at 7:00 p.m., in the City Council Chambers of the City Building at 12 North Center, Rexburg, Idaho, regarding a Conditional Use Permit for a Hotel, `Springhill Suites'. The current Regional Business Center Zone (RBC) allows for a hotel with a Conditional Use Permit. The said parcel is located east of Wilcox Marketing Group adjacent to the South Yellowstone Hwy 'A mile south of University Blvd. in Rexburg, Madison County, Idaho, and more particularly described as follows: Proposed Zion Hospitality Parcel: Commencing at a City of Rexburg brass control monument recovered at the C1/4 of Section 36, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho; Thence S00 ° 20'38 "E, 823.35 feet along the north /south centerline of Section 36 to a point; Thence S89 ° 54'54 "W, 206.89 feet parallel with the south line of the NE1 /4SW1 /4 of Section 36 to the True Point of Beginning; The S00 ° 20'38 "E, 484.02 feet parallel with the center of section line to a point on the south line of the NE1 /4SW1 /4 of Section 36; Thence S89 °54'54 "W, 474.79 feet along the south line of the NE1 /4SW1 /4 of Section 36 to a rebar with plastic cap recovered at the southeasterly corner of a City of Rexburg lift station tract; Thence N36 ° 53'28 "W, 110.83 feet along the boundary of said lift station tract to a point 27.0 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway); Thence N30 ° 08'23 "E, 536.33 feet parallel with and 27 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway) to a point; Thence S56 ° 26'03 "E, 122.97 feet to a point; Thence N89 ° 54'54 "E, 166.66 feet parallel with the south line of the NE1 /4SW1/4 of Section 36 to the True Point of Beginning, said parcel contains 5.00 acres more or less. Proposed Right of Way Parcel: Commencing at a City of Rexburg brass control monument recovered at the C1/4 of Section 36, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho; Thence S00 ° 20'38 "E, 823.35 feet along the north /south centerline of Section 36 to a point; Thence S89 ° 54'54 "W, 373.55 feet parallel with the south line of the NE1 /4SW1/4 of Section 36 to a point; Thence N56 ° 26'03 "W, 122.97 feet to a point 27 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway) and the True Point of Beginning; Thence S30 ° 08'23 "W, 536.33 feet parallel with and 27 feet distant at right angles from the existing right of way line of Old Highway 191 (South Yellowstone Highway) to a point on the boundary of a City of Rexburg lift station tract; Thence N36 ° 53'28 "W, 29.33 feet along the boundary of said lift station tract to a rebar with plastic cap recovered on the easterly right of way line of Old Highway 191 (South Yellowstone Highway); Thence N30 ° 08'23 "E, 526.50 feet along the easterly right of way line of Old Highway 191 (South Yellowstone Highway) to a point; Thence S56 °26'03 "E, 27.05 feet to the True Point of Beginning, said parcel contains 0.33 acres more or less. 0 At such hearing the Planning & Zoning Commission will hear all persons and all objections and recommendations relative to such proposed permit. The City Clerk will also accept written comments at City Hall prior to 4:00 p.m. on June 25th, 2008. This notice is given pursuant to the provisions of Section 67 -6509 and 67 -6511 Idaho Code, and all amendments thereof. DATED this 09th day of June, 2008. CITY OF REXBURG 01z " �i,�TF OF B Blair D. Kay, City Clerk Published: June 11 th, 2008 June 211 2008 E Staff Review Conditional Use Permit Springhill Suites oF R�xngp�� O F� R CITY OF RE XB UR G — Amerirds Family Community • • P.O Box 280 19 E Main St. Rexburg, Idaho 83440 Phone(208)359 -3020 Review Action Fax (208) 359 -3022 June 26, 2008 Permit Number: 08 00274 Project Name: Springhill Suites - CUP Project Type Conditional Use Permit Review Item Actions Required for Approval Approved Conforms to the Comprehensive Plan 06/26/2008 Development Standards Review The applicant has provided feedback on the all 06/26/2008 the criteria required to issus a conditonal use permit. The project is appropriate for the location and will not imact adjacent properties or interfere with future development potential in the area. The proposal should work with the public works department on providing road connectivity through the project and adjacent to it, i.e. future road dedication potential. Development Standards Review A condition of approval should be: Project must aggree to cooperate with providing access easements through property to allow connectivity amongst the commercial lots in the area. This lot is part of a larger parcel and was recently partitioned; the City would have required this access commitment prior to approving a lot split/partition. Development Standards Review If aproved, the CUP will allow the use to go forward at the proposed location, but all site plan review issues and design standard requirements will be reviewed at the time of a building permit application. Therefore, the CUP does not constitute approval for site plan or design standards reviews. All applicable development code standards at the time the building permit application is submitted shall apply. ' 04 gEXBtggC i r C I T Y OF RE XB UR G Arnerica'. Family Community • • P.O Box 280 19 E Main St. Rexburg, Idaho 83440 Phone(208)359 -3020 Review Action Fax (208) 359 -3022 June 26, 2008 Permit Number: 08 00274 Project Name: Springhill Suites - CUP Project Type: Conditional Use Permit Review Item Actions Required for Approval Approved Parcel Ws RPRXBCA0367250 4a exau RC . , PA Box 280 r� 19E Main St. `.� REXB VRG Rexburg, Idaho 83440 7 c1il Phone (208) 359 -3020 America's Family Community Review Action Fax (208) 359 -3022 June 26, 2008 Permit Number: 08 00274 Project Name: Springhill Suites - CUP Project Type Conditional Use Permit Review Item P1�lic�fl/ ©[tcs R '4i2 ! Public Works Review Actions Required for Approval Approved The development of this site will be covered by a development agreement, where we will address storm water, sewer, street widening, and related issues. Parcel Vs RPRXBCA0367250 • Qaxsup i P.0 Box 280 CITY of 19E Win St. REX Rexburg, Idaho 83440 Phone (208) 359 -3020 America's Family Cnmmunify Review Action Fax (208) 359 -3022 June 26, 2008 Permit Number: 08 00274 Project Name: Springhill Suites - CUP Project Type: Conditional Use Permit Review Item Actions Required for Approval Approved Description Closes and described the desired area. 300' Notification List Generated. 06/12/2008 06/12/2008 Parcel Vs RPRXBCA0367250 ' 04 pEXDi7RC, CITY OF P.O Box 280 19 E Main St. �7�+y7� ' 1LG1� V 1 \G Rexburg, Idaho 83440 c�v 208 America's Family Community Phone ( ) 359 -3020 Review Action Fax (208) 359 -3022 June 26, 2008 Permit Number: 08 00274 Project Name: Springhill Suites - CUP Project Type Conditional Use Permit Review Item Actions Required for Approval Approved r 3 2 a= 7 Fire . eOactm . "1'9Kevle!nr M_a.s x. . Other Comments Hydrant locations must be addressed,also appendix D for aerial. Parcel #'s RPRXBCA0367250 ' 4 abEXF.()R g P.O Box 280 CITY OF 19 E Main St. ' REX Rexburg, Idaho 83440 cy, — Amerim' Fm ilyCommv ity Phone (208) 359 -3020 Review Action Fax (208) 359 -3022 June 26, 2008 Permit Number: 08 00274 Project Name: Springhill Suites - CUP Project Type: Conditional Use Permit Review Item Actions Required for Approval Approved Budd ngbepartrrC� t Rem ear � � '� Miscellaneous There are no concerns from the Building 06/13/2008 Department at theis time. Parcel Ws RPRXBCA0367250 ZIONS HOSPITALITY MANAGEMENT SERV DAVID L. HOLCOMB Chief Financial Officer Director of Operations 1502 N. Freedom Blvd. (801) 375 -7800 St, D FAX (801) 375 -7833 Provo, LIT 84604 E -MAIL: d °_� ^} ^ tip^ p et 0 60 Tzu SCALE IN FEET ! ! WARNING !! !! LINE IS 2 INCHES / ! AT FULL SIZE ! ! CIF NOT 2• - SCALE ACCORDINGLY) ! / O C C) ! r_ ! •5 / ! J •�' of "�' ! Q O ! a� ! / LiFT / SW7 /16 COR./ STA77ON SEC. 36 ! r O S89 633.58' ! ! ! 27' ! ! Al / 0� 0 O S` 2 e' 7� 2 9 > , P.O.B. PROPOSED R/W PARCEL PROPOSED ZION HOSPITALITY PARCEL 5.00 ACRES 1/16 LINE FOLLOWS IRRIGATION CANAL 589 474.79' NO TES: 1. This survey was conducted at the request of Zion Hospitality to define t/— 5.0 acres east of the proposed Old Highway 191 (Yellostone Highway) widening project. 2. Basis of bearing is Grid North, Idaho East Zone 1103 — All distances have been modified to average surface elevation. J. This survey was conducted in April, 2008 with a Leica 1200 RIK Rover, the IDBY CORS was utilized as a base receiver. VICINITY SKETCH T" — ? ? ? ?' C) /4 SEC. 36 u uasn i ���kyt C —S7 /16 1 SEC. 36 NOTHING FOUND l NOTHING SET I _ — 589 6 . 8 9' 2 — — — 06.89' l I I' — PRELIMINARY — SUBJECT TO CORRECTION AND APPROVAL RECORD OF SURVEY o��s� lti 3 %,—q?-0 ( i FORSCREN ASSOCIATES, INC — 350 NORTH 2nd EAST — REXSURC, ID 83440 — 208 - 356 -9201 PART OF THE NE114SW114 SEC77ON 36 T -6 —N, R -39 —E OF TH B.M. MADISON COUNTY, IDAHO FOR ZION HOSPITALITY AS �r In Y' ,� P 5j�j� EXISTING 12" �!�,N WATER MAIN EXISTING 31.2' I DESIGN CRITERIA LAND USE PHASE 1 ONLY BUILDING FOCT PRINT SO FT NUMBER OF PARKING STALL PER PHASES 00 i 17,2 9 2 2 49 UNU D U U DEVELOPEMENT SO FT 14,281 89 a 4, h I - 7 0 - 74L 40,12 26 LAND USE PHASE 1 ONLY T O T AL A CRES 00 , 41 LANDSCAPING S0 i 6, - 2 - Sl — HARDSCAPE SO FT 6 UNU D U U DEVELOPEMENT SO FT ­ 176 -- . 1 6 - 1 6 VICINITY MAP � L - o O Oo c c; N �o O� X cam^, � y 4] ry N Q` O T � iz O Z N O w (7 C Z Z 0 � 0 CC z a- , � i l o il 11 11 1 1 PROJECT LOCATION y.F "' 1000 Stas> !, o � I h I 20�• f L7 iq' °t A seas � � L - o O Oo c c; N �o O� X cam^, � y 4] ry N Q` O T � iz O Z N O w (7 C Z Z 0 � 0 CC z a- , � i l o il 11 11 1 1 PROJECT LOCATION EXISTING + SANITARY SEWER j LIFT STATION ATTENTION LINE IS 2 INC AT FULL SIZE IF N 2 SCALE ACCORDINGLY) W O O N O u ON w w 0 ,� 45 3' 30' 15' 0 30' SCALE = 1" = 30' PHASE 1 j; EXISTING + SANITARY SEWER j LIFT STATION ATTENTION LINE IS 2 INC AT FULL SIZE IF N 2 SCALE ACCORDINGLY) W O O N O u ON w w 0 ,� 45 3' 30' 15' 0 30' SCALE = 1" = 30' PHASE 1 ZIONS HOSPITALITY a. MARRIO T. - HO TE L ���' A i m, JUNE 2008 PROJECT LOCATION LOCATION MAP FA NO. 01 FoRsc�N r �t PROJECT LOCATION VICINITY MAP �O / / EXISTING TRAFFIC SIGN EXISTING 12" WATERLINE - - -- O EXISTING Q `r OVER HEAD POWER EXISTING SANITARY SEWER EXISTING POWER POLE O �v J EXISTING TRAFFIC SIGN EXISTING POWER BOX i EXISTING TELEPHONE BOX � EXISTING SANITARY r SEWER MANHOLE i f EXISTING TRAFFIC SIGN ' REBAR WITH PLASTIC CAP NORHTING 778286.53 EASTING 750295.74 'EXISTING POWER POLE REBAR WITH PLASTIC CAP NORHTING 778174.43 EASTING 750379.88 I , I: i I I I IRRIGATION CANAL C1 /4 SEC 36 T -6 -N, R -39 -E CP &F #268777 NORTHING 779482.79 EASTING 751053.76 CIVIL LEGEND - -- EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR - -- - --- LOT BOUNDARY - -- - - -- - - EASEMENT - - - - - -- RIGHT -OF -WAY - - - - - -- PHASE LINES -- - - - -- EXISTING WATER *- -- -- EXISTING SEWER ------ +- - - -- -- EXISTING GAS - -- «_� --- EXISTING STORMDRAIN !IJ MANHOLE POWER POLE PROPOSED ASPHALT SD -Xx IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) STANDARD DETAILS ITEM TO BE DEMOLISHED LANDSCAPE AREA HATCH SIDEWALK HATCH PIPING SYMBOL PROCESS PROCESS PIPE G = GAS MATERIAL SO = STORMDRAIN W = WATER F -6" -PVC S = SEWER MATERIAL SIZE PVC = POLYVINLYCHLORID' GENERAL NOTES ST = STEEL 1. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED IN A PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRAACTOR'S EXPENSE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. 3. THIS PLAN SET REFERENCES THE IDAHO DIVISION OF PUBLIC WORKS PUBLICATION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). FOR STANDARD DETAILS THE CONTRACTOR IS REQUIRED TO KEEP THE CURRENT ISPWC ON SITE AT ALL TIMES DURING CONSTRUCTION. 4. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. ALL TOPSOIL SHALL BE SALVAGED AND REPLACED. 5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. 6. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PRE APPROVED WASTE SITES(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTION THE PROJECT. 8. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND /OR SPECIFICATIONS ARE MORE RESTRICTIVE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION, 10. THE CONTRACTOR IS ADVISED TO CONSULT THE GEOTECHNICAL REPORT FOR SUBSURFACE SOIL CONDITIONS. ROCK MAY BE ENCOUNTERED DURING EXCAVATION. ABBREVIATIONS BW BACK OF WALK - TA TOP OF ASPHALT TB TOP OF BERM TBC TOP BACK OF CURB Cl ° a K O m 11 O � c �o M X �0 r ^ a N Oo O C) r� F � O� z° w oz M 0. Q z U z � J a- Q Z O I. 0 0 o N �r � 0 U con V 7 � H W 40' 20' 0 40' SCALE = 1" = 40' r w r� , tv t _ r I 7 ........... ' S I BUILDING #1 HOTEL 98 UNITS — I ,',� t —� r ! O= 0�2 yr t I j �p `o� �� j+ �,' PHASE IA ' A s.. PHASE 1B ,I BUILDING #2 i — f/ ' f / j �•� ...� IITI m LITY O IDOR T -- — - -- -- - -�a Is T171 L13 0 1) 1 T L WF— - -- - -- - - -� - -- -- - -- -- a BUILDING #4 j f 1 BUILDING #3 -� PHASE 2A µ. f PHASE 2 __1 - -- I_ -- B I I --- __ - -- -- I - -- - -- - -- — I l7t? o - -- - -- i , a__ -- e ®_ _e_ - -- Ir DESIGN CRITERIA p o m O 0 � � o O ,r V a° �J �d v� 0 zm In O , In c� o� 1 0 N M 0. 30' 15' 0 30' SCALE = 1' = 30' STORM DRAIN FIELD, TYP TRASH ENCLOSURE, TYP LAND USE PHASE 1 ONLY BUILDING FOOT PRINT SO FT NUMBER OF PARKING STALL PER PHASES #1 ib,217 106 2 5,322 4 3 14,281 89 #4 4,302 23 0 AL 40,122 26 LAND USE PHASE 1 ONLY TOTAL ACRE 5 ROOF SO FT 18,16 LANDSCAPING 0 FT 16.56 HARDSCAPE SO FT 47,054 UNUSED FUTURE DEVELOPMENT SO FT 136,016 ATTENTION LINE fS 2 INCHES AT PULL SIZE (IF NOT 2'- SCALE ACCORDINGLY) O a Z O Z J CL Z O 0 0� f 4 W ti O O N h G ' o N 0 U o i ' ! 30' 15' 0 30' giNFN ryAq \ FUTURE ACC SCALE = 1" = 30' - - - rr a� U PORTICO BUILDING #1 � m a o STORM DRAIN FIELD, TYP � O PROPOSED '�`" FIRE HYDRANT o Q Q PHASE IA = PROPOSED FIRE HYDRANT 4�� !•• F as O (� i- o�4" f PROPOSED STORM ( U- Z WATER DRAIN FIELD, TYP '- o.w _! �� Q c= 0 Z Z o ! 00- O PHASE 16 -�_ STUB FOR FUTURE I - z z FIRE HYDRANT Q a a a TRASH ENCLOSURE, TYP PROPOSED WATER \ q LINE \ w w w w w \ FUTURE f \ SS— — —SS— — — — —SS — —55— — —55— — ACCESS O — — — — — — o ;STUBS FOR FUTURE BUILDING Ll i I STUB FOR FUTURE BUILDING STUB FOR FUTUR FIRE HYDRANT STUBS FOR FUTURE 9 ,; FIRE HYDRANT PROPOSED SANITARY SEWER PHASE 2A STUB FOR FUTURE FIRE HYDRANT — — — PHASE 2B �CD ATTENTION M ° LINE 15 2 INCHES U AT FULL SIZE (IG NOT 2- SCALE PCCORDIN y) N 778694.33 _ - E 750572.85 N 778733.21 N 778697.35 E.'750573.12 f E 750583.48 N 778705.39 N 778706.71 /�: E 750588.82 E 750558.79 \ 26.5' N 778701.23 E 750561.36 15.0' N 778644.10 j C32 N 778676.33 E 750657.36 ; E , 750546.80 C.31 ' \ N 778655.08 c / / N 777 / E 750664.64 750821 0821.0 N'778674.02 N 778637.96 BUILDING CORNER E E 750537.38 N 7786499.. 58 / O C2 / E 7,50659.95 N 778623.85 N 778634.47 E 750829.67 N .778663./ ! j' N 778642.02 E 750748.17 E 750788. E750569.26 / 750672 N 778647.23 N 778659.76 / - - - - - - - E 750833.32 E 750572.82 / N 5 .94 C27 N 778652.69 CS N 778655.82 / C28 E 750699.84 24.8' E 750567.40 E 750573.��a r V 778627,28 C30 N 778633.94 �. c26 C5 E 750600.37 - Cz9 ct6 7506 C79. _ N 778647.31 / C6 - N 778629.42 E 750847.34 ] .750689.37 - -- - _- / 778623.80 ca E 750587.38 N 778616 .35 BUILDING CORNER C20 E 750676.40 C77 N 778623.54 N 778617.77 E 750696.50 4.5' E 750590.85 N778605.71 - --- /.. N 778617.84 E 750672.07 N 778619.94 E 750601,97 - E 750785.00 / N 778614.29 - - N 778625.96 .52 750801. -- -- E 750608 E 53 N 778619.51 E 750797.50 - -- - -- N 778535.76 E 750672.49 N'778503.15 / E 750439.47 N 778518.19 _ _ N 778507.67 -- E 750562,27 E 750659.56 I N 778511.31 Cta C16 N 778507.9 it - E 750848.16 N 778504.21 E 750785.71 N 778533.89 E 750657.97 1l -i: N 778511.23 ' E 750609.50 Ct5 778502.01 O 778501.09 N �1 c25 E 750834.66 C12 E 750657.99 E 750798.19 C27 N 778502.31 - / N 778518.34 c13 N 778493.01 E 750848.21 j E 750602.01 I_ N 778496.97 E 750798.22 6 5' - E 750676.01 N 778505.97 r ,f'� /!' N 778492.44 N 778502.23 E 750626.92 N 778496.10 E 750785.77 74.2' _ I E 750834.71 E 75061352 L N 778496.89 / E 750662.48 / N 778496 / E 750626.79 6 N 778375.03 N 778388,72 / I 74: E 750801,47 - 9.0' , 'E 750372.65 - N 778374,94 -- I - E 750786,47 / BUILDING CORNER 78372.53 ��-- a.5' / I 50843:99 N 778374.49 E 750698.00 - \ � C24 C22 N 778375.32 BUILDING CORNER } c23 E 750848.97 2 / \ N 778364.87 N 778374,80 5.9 778366.0 E 750795.8 N 778375.22 \ E 750608.87 E 750749.66 E 750833,47 j N 778372.71 E 750830.99 N` 778273.09 - - - - _ N 778369.10 E 750305.83 N 778365.19 N 778339.88 / I E 750614.28 E 750831.19 N 778338.55 E 750661.40 N 778369.47 E 750609.02 N 778365. CORNER SIDEWALK E 750630.21 21 E 750676.78 N 778365.5. 44 N 778369.19 E 750786.53 E 750630.18 CORNER OF SIDEWALK E 750676.80 I N 778369.38 E 750661.37 \ r J I I f N 30' 15' 0 30' SCALE = 1" = 30' CURVE TABLE DELTA RADIUS ARC LENGTH TANGENT CHORD CHORD BEARING COI 89'58'09' 7.00' 10.99' 7,00' 9,90' S 75'8'14' W L02 5802'21' 8.50 4.]z' 708' (3 96' S 30'05'48' E CO3 121'02'20" 400' 8.45' 7.08' 6.96' N 59'26'57' E C04 63'30'34' 14.57' 16.14' 9.51' 15.33' N 32'05'55' W COS 90 9.51' 14.94' 9.51' 13,45' S 74 W CO6 120'53'35 4.DU' 8.44' 7.05' 6.96' S 29'53'45' E col NOT USE,) C08 NOT USE[) C09 NOT USE. CIO 180'00'00' 2.10' 6.58' NA 4.19' N 00'20'38 W Cil 180'00'00 2.10' 6.58' NA 4.i9' S 00'20'38' E C12 157'54'47' 4.72' 13.01' 24.19' 9.27' N 10'41'59' E C13 89'39'22' 4,50' 7.04' 4.47' 6.34' S 45'1019' E C14 67'54 31.00' 36.74' 20.88' 34.63' S 34'18'01' E C15 50 `07'05' 4.50' 3.94' 2.10' 3.61' S 24'42'55' W Ci6 50'07'05' 36 50 31.93' 17.07' 30.92' N 24'42'55' E CI7 45 - 00'00' 15.00' 11,78' 6.21' 11.48' S 22'0922' W CIfi 45'00'00' 15.00' 11.78' 6.27' 11.48' 5 67'09'22' W ...67'41'59' - - 14.39 -- '17.00''" "" 9.85' - 16.03' S 56'38'01' W ' C20 106'13'47' 4.00' 7.42' 5.33' 6.40' S 36'32'29' E C2i 180'00'00' 4.50' 14.14' NA 9.00' N 0'20'38' W C22 109'206' 2.50' 4.76' 3.54' 4.08' N 3516'30' W C23 70'31'44' 8.50' 10.46' 6.01' 9.01' N 54'23'30' E C24 90'00'00' 2.50' 3.91' 2.5B' 3.54' S 44 W C25 160 D0'00' 4.50' 14.14' NA 9.00' S 0'20'38' E C26 66 - 02'03' 4.00' 4.61' 2.60' 4.36' S 57'19'36' E C27 66 - 01'07' 9.50' 10.95' 6.17' 10.35' N 57'20'04' W C28 31`01'45 J5.50' 19.23' 9.85' 18.99' S 74'06'30' W C29 47'3311' 14.50' 12,03' 6.39' 11.69' N 76'52'28' E C30 112'54'54' 4.00' 7.88' 6.03' 6.61' S 22 53'30' E C31 8739'52' 8.50' 13,01' 8.16' 1137' N 77'23'53' E C32 801]0'26' ].00 9.]7 587 9.00' 1 S 09'51bi E O Z Z U ow Z Z o a m 0 I w o] 0 0 I o N 4 ti w O N zz a O 2 H z Q x ATTENTION r ° LINE IS 2 INCHES g v AT FULL SIZE IYYYN"' (I% NOT 2'- SCALE ACCORDINGLY) CONSTRUCTION NOTES: 1. ALL COORDINATES ARE BACK OF CURB UNLESS NOTED OTHERWISE, 2. ALL DISTANCE DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. INCASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. o K M m m M X � a p o ti N C � N M W O N o M C CONSTRUCTION NOTES: < ' 3 _ 0 INSTALL CURB AND GUTTER PER DETAIL C_DB (D INSTALL 6" CURB (WITHOUT GUTTER) PER D -701 INSTALL CURB AND GUTTER PER SD -701 , A 7 n 3 O INSTALL PEDESTRIAN RAMP TYPE G1 PER ,. D -712 r r 4 �iie B INSTALL PAVEMENT PER DETAIL 2 4 / r 2 30' 15' 0 30' C -08 6 INSTALL M NOLITHIC CURB AND SIDEWALK. PER — - a + e i a e - DETAIL D ISPWC PER gp -709 ' 4 l C AN R �u �U a _ F z.sg, -OS M a SCALE 1 30' " $ r ' 4 r n FURNISH AND INSTALL VALLEY GUTTER. s a•T + 9 eC v q PER SD -708 7 O INSTALL 5' SIDEWALK c � 8 2 -_ - -__ -- -- ^ 1. 5 f y >bk 4 bin p � n a iA 4852.17 87 Z q 8 J 9 9 ti 9 2 6 b SA 7 A x 9 4 85 �Y w — ° 5 — m Q. / O SP C4852 25 I, ❑ O Z -_ 1 S.i N 7 M : Nr. R � A � ' O w 0. tP b a8 ae 9 9r O a `�' m4asz.ao Z N b. 5 ti. 4852.55 T 4852.55 , u ry Z O U r r � CC O Cn CL 2 o U p . r r 4 hp i __ m W o � 4 n i " Y � [ � 7 � v tl 9 CSI g s 4r D 40'x40' - 1600 CF to a 383 ,b� DETERTI`GN f W T8L 4854 1_ \ ATTENTION ° LINE IS 2 INCHES U r AT FULL SIZE (IF N07 2"- SCALE ACCORDINGLY) LAIJ INU M "NULL , - EXISTING IE: 4835:SO f EXISTING RIM: 4851.70: IE IN: TIE INTO EXISTING STUB 4835.60 - - 2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR '_- PIPE INVERT UNLESS OTHERWISE NOTED. - 3 GENERAL LOCATION OF UTILITIES ARE SHOWN ON THE PLANS THEY ARE TO BE USED FOR GENERAL H f 1 f/. ! / 18 21 f � J 21 SS 11.0' T 21 6 " -W -PVC S.D. CHAMBERS 4 WIDE 5 LONG FLOOR ELEV= y / S.D. INLET BOX 26 TBC= IE- CI IAAP CI F \/- I - J --� C/O RISER - �\ / - -- / k / / �� �\ 24F F _ 2 4 ca a pggg S.D. CHAMBERS - m 6 " -W -PVC 4 WIDE' err .°.� 10 LONG q I FLOOR ELEV= � I I MOVE! i 6 " -W -PVC C/O RISER - - 1 N 778359.63 E 750504.56 8 "- W -PVC / 6--W-PVC I Z. 8 " - SS - PVC 1 SS SS — — � STA 11 +04.88 / NEW MANHOLE N 778348.60 E 750501.52RIM IE (E)4844.90 IE (W)4844.80 / 148" I „rs 10" S.D. LATERAL _ _ 6 „- W -PV(D _ W w N 778362.43 —SS — — SS — - — 15 E 750796.10 -W 778355.30 ( E ) 750733.20 RIM IE 4847.31 SEE C -09 FOR SEWER PROFILE N , V L 30' 15' 0 30' SCALE = 1” = 30' 10" SO LATERAL C/O RISER SO CHAMBERS 4 WIDE 12 LONG FLOOR ELEV= C/O RISER C/O RISER SCALE: CONSTRUCTION NOTES: o ; e f PIPELINES, ETC, ARE TO CENTERLINE UNLESS 1 f/. ! / 18 21 f � J 21 SS 11.0' T 21 6 " -W -PVC S.D. CHAMBERS 4 WIDE 5 LONG FLOOR ELEV= y / S.D. INLET BOX 26 TBC= IE- CI IAAP CI F \/- I - J --� C/O RISER - �\ / - -- / k / / �� �\ 24F F _ 2 4 ca a pggg S.D. CHAMBERS - m 6 " -W -PVC 4 WIDE' err .°.� 10 LONG q I FLOOR ELEV= � I I MOVE! i 6 " -W -PVC C/O RISER - - 1 N 778359.63 E 750504.56 8 "- W -PVC / 6--W-PVC I Z. 8 " - SS - PVC 1 SS SS — — � STA 11 +04.88 / NEW MANHOLE N 778348.60 E 750501.52RIM IE (E)4844.90 IE (W)4844.80 / 148" I „rs 10" S.D. LATERAL _ _ 6 „- W -PV(D _ W w N 778362.43 —SS — — SS — - — 15 E 750796.10 -W 778355.30 ( E ) 750733.20 RIM IE 4847.31 SEE C -09 FOR SEWER PROFILE N , V L 30' 15' 0 30' SCALE = 1” = 30' 10" SO LATERAL C/O RISER SO CHAMBERS 4 WIDE 12 LONG FLOOR ELEV= C/O RISER C/O RISER SCALE: CONSTRUCTION NOTES: o ; 1. DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, f PIPELINES, ETC, ARE TO CENTERLINE UNLESS OTHERWISE NOTED. - - 2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR '_- PIPE INVERT UNLESS OTHERWISE NOTED. - 3 GENERAL LOCATION OF UTILITIES ARE SHOWN ON THE PLANS THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY AND DO NOT DESIGNATE EXACT UTILITY LOCATION. UTILITIES SHOWN ARE NOT INCLUSIVE OF ALL UTILITIES THAT EXIST. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN _ CONSTRUCTION MIGHT INTERFERE WITH NORMAL' OPERATION OF ANY UTILITIES. IT SHALL ALSO BE - THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE g _ APPROPRIATE UTILITY COMPANY FIELD - LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN V THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION. v v 4. ALL UTILITY LINES ARE TO BE LOCATED AS SHOWN ON THE PLANS UNLESS RELOCATED IN THE FIELD BY THE ENGINEER TO AVOID V 2 UNFORESEEN UTILITY INTERFERENCE. 5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL 5 SEPARATION DISTANCE BETWEEN ALL EXISTING WATER M LINES AND NEW SEWER LINES EXCEPT WHERE WATER Y AND SEWER LINES CROSS AT APPROXIMATELY RIGHT o ANGLES, WHERE A MINIMUM OF 1.5 FEET OF - VERTICAL SEPARATION SHALL BE MAINTAINED. W 6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND EXISTING UTILITIES AND STRUCTURES(EXCEPT WATER ^ z LINES) SHALL BE TWO FEET HORIZONTALLY. 7. MINIMUM DEPTH OF COVER FOR WATER AND SEWER m a LINES UNLESS OTHERWISE SHOWN ON THE PLANS 'o o SHALL BE FIVE (5) FEET. cu 8. PIPE MATERIAL FOR THIS PROJECT SHALL BE: M 4 F6 GRAVITY SEWER- ASTM D3034 SDR 35 PVC PIPE 8" THROUGH 10" WATER LINE- C -900 CLASS 150 PVC PIPE OR HDPE PIPE Z O 9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER _z DEWATERING TO CONSTRUCT THIS PROJECT. J a O co LLJ 10. PROVIDE TRENCHING FOR ALL LINES PER Q LL Z O ISPWC SD -301 n- U 11. PROVIDE FOR WATER AND SEWER SEPARATION WHERE LINES CROSS PER SD -407 o �, a m 12. INSTALL THRUST BLOCKS AT ALL BENDS IN o o' PRESSURE LINES PER SD -403 o OR USE MECHANICAL RESTRAINTS PER MANUFACTURER'S RECOMMENDATIONS. g -� 13 )CONNECT TO EXISTING SEWER MANHOLE. -/ CONTRACTOR TO VERIFY INVERT ELEVATION OF a EXISTING SEWER LINE. IF ELEVATION IS ABOVE LABELED INVERT CONTRACTOR TO NOTIFY ENGINEER. 14 )INSTALL 2" WATER SERVICE AND METER PER CITY OF � REXBURG STANDARDS. I�INSTALL SEWER SERVICE LATERAL PER ISPWC y w SD -511 '� I66 INSTALL CLEAN OUT PER ISPWC SD -506 O D / CONNECT TO EXISTING WATER SERVICE LINE STUB PER CITY OF REXBURG STANDARDS. D INSTALL 2" WATER SERVICE LATERAL PER ISPWC O N SECTION 404 FURNISH AND INSTALL MANHOLE PER 9 ISPWC SD 501 ' D o INSTALL 4" WATER SERVICE AND METER PER CITY OF REXBURG STANDARDS. CAP AND MARK END OF WATER SERVICE LATERAL PER ISPWC SD -512 !2) CAP AND MARK END OF SEWER SERVICE LATERAL Ra JJ PER ISPWC SD -512 N '3 INSTALL 4" WATER SERVICE LATERAL PER ISPWC Ems SECTION 404. � '4 INSTALL HYDRANT PER ISPWC SD -404 '.5 INSTALL CLEANOUT PER ISPWC SD -506A '6 INSTALL CATCH BASIN PER SD -603 WITH GRATE SD -610 ATTENTION ° g LINE IS 2 INCHES � U AT FULL SIZE (IF NOT 2'- SCALE ACCORDINGLY) CLEAN OUT / INSPECTION WELL AT END OF ROW (S) RECEIVING INFLOW CAST IRON FRAME WIM G CONCRETE COLLAR COVER ­9 00 10' PVC PIPE RISER SCH40 OR DL35 3/4' - 2' CRDSHED,- WASHED. STONE STORMCHAUBERw SEDIMENT CHAMBERM1 10' Pvc PIPE SC 40 OR DL3 TACTIED TO S TORMCHAM8E1 CUT OUT GUIDE FOR ID' PVC RISER CYT OUT GUIDE FOR 6 GRAIN PIP*E 2' - I I CUT OUT GUIDE FOR 4' DRAIN PIPE 1 G.T CUT UISC FOR 12' PIPE S�RT DOW9IF_DW END I' I I I' I I"I O 1 Ir ,I,I,I,I,I,I,I,I,Ir�ri UFFLOW END n a 4.275 MIDDLE CHAMBER CONFIGURATION START CHAMBER CONFGURADON Ell" START CHAMBER IS CLOSED AT ME SIDE PORTAL END AND SLOTTED AT ME TOP PORTAL END • . I' I I I' I I"I O 1 Ir ,I,I,I,I,I,I,I,I,Ir�ri n MIDDLE CHAMBER CONFIGURATION Ell" I •n - TTTTTTTTTT ►I. Ir,l,l,l,l,l,l,l,ll,lr�ri n O O O I I'' I I' I'' I�''' I I� I' I ri i c I I i I �r�, i�l, l�l�l�1, 1, 1, 1r,l�ir�ri,l,l,l,l,l,l,l,l „1�I� LAY-UP LENGTHS NOTE: 1. Start chambers (closetl pt the side portal end) a e pi pced Pt the mnl end of the rows. 2. Begin plocements with Storl chomhers and end ro with End [ ambers. 3, lute first rib o1 ­1 chamber In the row over lust rib of Drevious chamber. IN NETTING STORMCHAMBERS ' 9' SEPARATION BE WEEN ROWS 10' CLEAN -OUT RISI AND SEDIMENT CHAM TYPICAL LAYOUT CHAMBER PROFILE VIEW ASPHALT SURFACE PAVEMENT BASE \ 90% COMPACTED CLEAN FILL OR 3/4' - 2' CRUSHED WASHED STONE FILTER FABRIC AT STONE /SOIL INTERFACE WASHED STONE SHED � r«c n rxp n POINT OF BASE - ELEVATION A 5' -9 COMPACTED AND - PREPARED SUBGRAOE NOTES: 1. DO NOT EXCAVATE TRENCH UNTIL DRY WEATHER IS FORECAST LONG ENOUGH TO ALLOW AT LEAST COVERAGE OF THE STORMCHAMBER SYSTEM WITH FILTER FABRIC PRIOR i RAINING. E D 0 0 G. T WI AN LENGTH SUFFICIENT T 2 E XCAVA EXCAVATE 0 A D TH D LE G EN D ACCOMMODATE ME NUMBER OF P A S PLUS MINIMUM ONE f00i BORDER AROUND THE ENTIRE BED. THE BOTTOM OF THE BED MUST ST BE BE LEVEL, BE R EL, UNLESS OTHERWISE S NOT 3 0 Oi . USE HEAVY EQUIPMENT ON THE EXCAVATED TRENCH EEO IN ORDER TO AV010 SOIL COMPACTION. IF N 4. IF USE OF HEAVY EQUIPMENT ON THE EXCAVATED TRENCH BED CAN NOT AVOIDED, SCARIFY THE TRENCH BOTTOM AND BREAK UP SOIL CLUMPS AND TILL SMOOTH BEFORE ADDING THE STONE BASE. 5. LINE TRENCH WALLS WITH A 4-OUNCE NON -WOVEN FILTER FABRIC SUCH AS MIRAFI 140N OR IdONC, SYNTHETIC INDUSTRIES 401, OR AMOCCO 4545 OR 4535. OVERLAP ADJACENT FILTER FABRIC BY AT LEAST 2 DO NOT PLACE FILTER FABRIC UNDER THE STORMCHAMBERS, 6. UNLESS OTHERWISE SPECIFIED, PLACE 6' OF CRUSHED, WASHED, 1' TO 2' HARD STONE ON ME BOTTOM OF THE TRENCH. THE BASE MUST BE LEVEL AND AT A ZERO 0 G RA yE. J. IF IT BECOMES IMPRACTICAL IN LEVEL THE STONE BASE T UNDER THE TRACKS AT AL HAND, USE A LOW PRESSURE, TRACKED DOZER, NOT EXCEEDING 110 LEIS/SF, MAIN AL -A T F STONE 0 MAINTAINING LC 5 6 O S. L TIMES. STORMCHAMBER INSTALLATION NOTES: 1. SEPARATE STORMCHAMBERS USING ONE OR TWO 2X4 ETUDE FOR LEVERAGE. DO NOT USE ANY DAMAGED UNITS - CONTACT HYDROLOGIC SOLUTIONS IMMEDIATELY, 2. ROLL OUT TWO ROWS OF THE LIGHT WEIGHT STABILIZATION NETTING (PROVIDED V THE STORMCHAMBERS) PERPENDICULAR TO ME ROWS OF STORMCHAMBERS WHERE ME START STDRMCHAMBERS WLL BE PLACED. PLACE THE EDGE OF ME SECOND ROW OF NETTING UNDER ME FIRST ROW AND UNDERLAY 1', 3. PLACE ONE PIECE OF ME HEAVY WEIGHT STABILIZATION NETTING (PROVIDED WITH ME STORMCHAMBERS) PERPENDICULAR TO AND UNDER EACH STORMCHAMBER MAT WILL BE RECEIVING INLET STORM DRAIN PIPES. PLACE ME FRONT EDGE OF ME NETTING UNDER, BUT NOT EXTENDING BEYOND, THE CLOSED END WALL OF ME STORMCHAMBER, HAVE ME NETTING EXTEND EQUALLY BEYOND BOTH SIDES OF THE STORMCHAMBER. 4. P AC THE TART M STORMCHAMBERS MP Y L E E S ODEL (COMPLETELY CLOSED AT ME SIDE PORTAL END, PARTIALLY OPEN At THE OP PORTAL N PA A MINIMUM F " P E l E D, SPACED U 0 5 9 APART AT ME CENTER IN F TH N WA P ITI H iE LINE 0 E END LLS. OS ON THE CLOSED ENDS APPROXIMATELY 1' FROM THE TRENCH WALL. 5. CUT OPEN THE SIDE PORTALS FOR ME INFLOW STORM DRAIN PIPES (SIZE AND LOCATION SPECIFIED) AND LATERAL CONNECTING PIPES (B' ID SCHEDULE 40 SMOOTH WALLED PVC, UNLESS OMERWSE SPECIFIED) WIM A RECIPROCATING SAW, ROUTER BIT ON A DRILL, OR KEYHOLE SAW ALONG ME DEFINED INDENTED CIRCLE. IF ME CUT EXTENDS MORE THAN 0.5' BEYOND ME INDENTED CIRCLE, PLACE A PIECE OF ME FILTER FABRIC OVER ME HOLE, CUT AN X JUST SHORT OF THE `WIDTH OF ME OPENING, AND INSERT ME PIPE. ME CONNECTION DOES NOT NEED TO BE WATER TIGHT. 12' ID SMOOTH WALLED PIPE IS THE LARGEST DIAMETER PIPE MAT CAN BE INSERTED INTO THE SIDE PORTALS. 6 MARK ME MIDPOINTS OF 4' LENGTHS OF 8' ID SMOOTH WALL PIPE AND INSERT INTO ME ADJACENT STORMCHAMB RS WHERE SPECIFIED MAT TH MARK MIDPO E E E 5 EC ED SO E ED IS CENTERED BETWEEN THE TWO ADJACENT STORMCHAMB R IF M A00N ARE NOT SPECIFIED. A P E S E lOC S E 0 Op 8 PI IC ACROSS ALL ROWS DIRECTLY ME OPP OSITE 0 WHERE THE INFLOW STORM RAIN PIP S INSERTED. MI L S OR O E S SE TED. SWILL TYPICALLY CONNECT AT LEAST ALL M S TART () L E MO STORMCHAMBERS F A H R W A ITI NA L CONNECTIONS ACROSS A DEL T 0 EACH 0 F D ROWS OF i 15 HAM R SHOULD BE MADE 0 S 0 C BE S 5 THAT THE TOTAL DIAMETER F PIP CONNECTIONS BETWEEN ANY PAIR OF ROWS E SO E 0 L D ETE 0 E CO I APPROXIMATELY WS S 0 EL Y EQUAL TO THE TOTAL DIAMETER OF ALL INFLOW ST M DRAIN PIP ES, E E OR J. ROIL OUT ADDITIONAL LIGHT WEIGHT STABILIZATION NEinN YI TH PREVIOUS L L G. OVER -LA NG E I ALL SHEET BY T AND PLACE TH� FIRST RI F A I (COMPLETELY P - S R 0 M DOLE MODELS OPEN AT SIDE PORTAL N PARTIALLY OPEN AT i PORTAL OE D l E D, ll 0 E OP OR OVER THE LAST RI F EACH F THE lAR? M END) I l y B 0 E C 0 E 5 MODEL T MODEL 8. SCREW ME MIDDLE MODEL STORMCHAMBERS i0 THE START MODELS NEAR THEIR BASE ON BOTH $IDES WITH REGULAR 2 ¢' OR 3' DRY WALL SCREWS, ME GAP BETWEEN THE TWO STORMCHAMBERS NEAR THEIR BASE MUST BE TI CLOSED ENOUGH TO PREVENT STONE FROM MIGRANG INTO THEM TO PREVENT ME POTENTIAL FOR FINISHED SURFACE SUBSIDENCE. 9. CON nNUE PLACING AND SCREWING THE REST OF ME STDRMCHAMBERS, ONE AT A TIME, INSERTING ANY ADDITIONAL LATERAL - CONNECTING 8' PIPES AS SPECIFIED (OR AS INSTRUCTED ABOVE). LEAVING AT LEAST 1' BETWEEN ME END OF ME END MODEL (COMPLETELY OPEN AT THE SIDE PORTAL END. COMPLETELY CLOSED AT ME TOP PORTAL ENO) AND THE TRENCH WALL. 10. PLACE ONE PIECE OF ME HEAVY DUTY STABILIZATION NETTING UNDER EACH STORMCHAMBER THAT WILL BE INSTALLED WITH A 10 INCH PVC RISER FOR ACCESS BY A VACUUM TRUCK FOR CLEAN OUT, EXTEND ME NETTING ABOUT V BEYOND SOM SIDES AND TOP PORTAL END WALL OF ME STORMCHAMBERS. O -9 1Q 18' MINIMUN FOR TRAFFICED AREAS 12' MINIMUN FOR UN- TRAFFICED AREAS i - FILTER FABRIC r 0' -6 AGAINST TRENCH WALL 12• /C 4' 4 7 HEAVYWEIGHT STABILIZATION NETTING (SUPPLIED) NO iE: RECOMMENDED RETENTION STORAGE UNITS. ALTERNATIVE MAY BE USED FOLLOWING REVIEW AND APPROVAL OF ENGINEER. CONTRACTOR SHOULD CONTACT ENGINEER. FOR ADDITIONAL MANUFACTURES INSTALLATION INSTRUCTIONS. DESIGN LAYOUT IS BASED ON STORM CHAMBERS BUILT BY HYDRLOGIC SOLUTIONS. _ I -' ALL EXISTING TOP SOIL SHOULD BE REMOVED SUCH THAT CHAMBERS ARE PLACED ON _T'_p• EXISTING SANDY GRAVEL SOIL LAYER 4' X 7' HEAVYWEIGHT STABILIZATION NETTING (SUPPLIED) UNDER FLOW RECEIVING STORMCHAMBERS 11. FOR PVC RISERS, CUT A HOLE IN THE TOP PORTAL FOR A 10' ID PVC RISER - ALONG THE LARGER OF ME TWO INDENTED CIRCLES, UNLESS AN 8' PIPE IS SPECIFIED. IF THE CUT EXTENDS MORE HAN BEYOND INDENTED E ¢ 8E 0 D TH E DE TED C ROLE PLACE A PIECE OF TH E FILTER FABRIC OVER ME HOLE, CUT AN X TAY SHORTER THAN THE WIDTH THE OPENING, AND INSERT ME PIPE. USE SMOOTH OTH WALLED SOB 35 OR PVC SCHEDULE 40R SIMILAR PIPE, ATTACH AC TH REE SMALL ANGLE IRONS EQUALLY SPACED APPROXIMATELY 1 UP FROM ME END OF THE PIPE. INSERT THE BOTTOM 1 OF PIPE INTO THE TOP PORTAL AND BACKFILL. ATTACH A CAP TO TOP OF PIPE TO PREVENT DEBRIS ENTRANCE AND PLACE AN ACCESS CASTING IN A CONCRETE PAO ABOVE, ONCE ALL FILL IS PLACED. 12. DEPOSIT 1' -2' CRUSHED, WASHED, HARD STONE DIRECTLY ALONG THE CENTERLINE OF ME STORMCHAMBERS TO EVENLY FLOWS DOWN EACH SIDE TO KEEP THE STORMCHAMBERS IN PROPER ALIGNMENT. DO NOT PLACE ME STONE DIRECTLY AGAINST THE CLOSED END WALLS AT ME START AND END OF THE ROWS, LET THE STONE FALL IN PLACE AT THE STORMCHAM PER END FROM PLACEMENT DIRECTLY ON ME STORMCHAMBER. ADD STONE TO AT LEAST 6' ABOVE THE STORMCHAMBERS, 13. COMPACT THE STONE COVER WITH A VIBRATORY MPA T T i CO C OR NO 0 EXCEED A DYNAMIC FORCE OF 1000 R WTH 0 CBS, D A LOW PRESSURE, TRACKED VEHICLE NOT EXCEEDING 1,100 LBS /SF. 14. COVER ME TOP OF ME STORMCHAMBERS AND THE V PERIMETER AREA W M 4 OUNCE NON -WOVEN FILTER FABRIC. OVERLAP ADJACENT SHEETS BY AT LEAST 2 IMPORTANT: IF IT IS NOT PRACTICAL TO LEVEL THE MINIMUM OF 6 OF STONE ABOVE ME STORMCHAMBERS BY HAND, USE A LOW PRESSURE, TRACKED DOZER, NOT TO EXCEED 1,100 LBS /SF, AND DO NOT RUN DOZER ON ANYTHING LESS MAN 6' OF STONE ABOVE ME STORMCHAMBERS. CAUTION MUST BE EXERCISED WHEN PLACING STONE ON TOP OF ME STORMCHAMBERS SO MAT EXCESSIVE PRESSURE IS NOT APPLIED DIRECTLY ON ME STORIACHAMBERS BY EQUIPMENT 'BUCKETS'. BACKFI IN G 1. A KFI MUST 8 C LL SOIL US BE FREE FROM LARGE STONES AND ARG ORGANIC MATERIAL l E O G C ST TH IM AN i STUMPS EEL BS D R00 AND IS CAPABLE OF BEING COMPACTED i T T ). E G T C CED O A LEAS 90$ OF ME STANDARD PROCTOR TEST (RASH iO METHOD IF NOT, CRUSHER RUN OR OTH ER SUITABLE BACKFILL MATERIAL MUST USED. ME STONE SURROUNDING ME STORMCHAMBERS CAN ALSO BE EXTENDED UP O ME STONE PAVEMENT SUBGRAOE,IF DESIRED. 2. BACKFILL AND COMPACTION OF THE SOIL BACKFILL MUST BE ACHIEVED IN LIFTS LESS THAT V HIGH. GRADING OF LIFTS SHOULD START IN ONE CORNER OF ME SYSTEM WITH A LOW PRESSURE, CRACKED DOZER, WITH A PRESSURE NOT EXCEEDING 1,100 LBS /SF, KEEPING AT LEAST 1' OF FILL IN FRONT OF ME BLADE AT ALL TIMES. COMPACT LIFTS TO 90$ TRACKED M STANDARD PROCTOR 0 CEO T HI CLES NOT EXCEEDING 1,100 LBS /SF, OR WITH A HAND OPERATED PA T R R H R T NOT C 0 0 B A DRY ROLLER 0 EXCEEDING A D'INAMIC FORCE OF 20000 185. 3. KEEP ME STORMCHAMBER SYSTEM R PROTECTED - E S STE CLOSED O OTEC ED ANON RECEI PING SEDIMENT ND IT 1 COMPLETELY T E U L SITE S COM LETE. STABILIZED GRASS GROWN AN G D ALL PAYMENT P ACED IMP OR IANi: AF R i F CT CO' COM ACTION OF BACK ILL AND SETTING OF FINAL GRACE I OE AVO PARKING DN OR AN R 1 TH VE SNG OVER E STORMCHAMBER INSTALLATION WM H AVI Y E L OARO TRUCKS AN H CCE IPM Ni NT P MP T D E ED' E U L AWED. OR T: THESE N T TI INS A P P S UC D T ASSUME ACCE WED CONSTRUCTION ROC UR 5 ANO A PHA i TRUCKS O E S l LICKS 'HAT DO NOT ExCEEO SPEC.I__ 0. '.JA. _S TOM ARC 1CA05 OR IMPROPER 'LOAD DtSTRIBU D ON IN VEHICLE$ MAY REQUIRE ADDI iIDN Ai COVER_ CONTACT HYDROLOGIC 50LUPORE FOR INSTALLATION UNDER ABNORMAL CONDITIONS. INSTALLATIONS NOi IN DDMPLI ANCE WTH TH ESE INSTRUCTIONS WLL VOID THE STORMDRAIN DETENTION CHAMBERS T SCALE: NTS c - ENGINEERING SPECIFICATIONS FOR STORMCHAMBER 1. EACH UNIT W1 4 4' HIGH, 1 WILL BE 3 .0 G fi0 WIDE AND 02.5 LONG. LAY -UP LENGTH IS 9].i' TART AN N UNIT) AN T S O END 0 9 (MIDDLE T. 2. EACH CHAMBER WILL BE FORMED FROM HIGH MOLECULAR WEIGHT/HIGH DENSITY POLYETHYLENE, 3. USE OF FILTER FABRIC BETWEEN THE SOIL AND STONE BACKFILL LAYER AND LINING THE SIDE WALLS OF THE EXCAVATED AREA IS REOUIRED TO PREVENT INTRUSION OF SOIL OR SILT INTO THE CHAMBERS AND SURROUNDING STONE. 3, EACH CHAMBER HAS 14 RIBS OF APPROXIMATELY 3.6' IN HEIGHT, 3.8' WOE AT THE TOP AND TAPERING TO 4.4' AT THE BOTTOM, SPACING OF THE RIBS AT THE BOTTOM OF THE CHAMBER IS APPROXIMATELY 4.9' AND APPROXIMATELY AT THE TOP, N SMALLER 32 E 0 . ONE S LLE CO DIMENS O TO EFFECTIVELY NEST UNDER AND INTERLOCK TO CONNECT NECT 2.9' UNITS IS 2.9' HIGH ' W TOP F LL WIDE AT TH E 0 D RIB, AND 4.1' WIDE AT HE E BASE OVERALL HEIGHT TO THE INSIDE RIB IS . OVERALL HEIGHT THE OU IB IS 3 PIPE IS 16,49'. INVERT HEIGHT GHT FOR 10' PIPE IPE I INVERT HEIGHT FOR FOR 1 S 17.49. INVERT HEIGHT FOR 8 PIPE IS 18.49'. 4. EACH UNIT HAS ME ABILITY TO ACCEPT UP TO A 12' FEED PIPE IN ME UNIT'S SIDE PORTAL EACH UNIT IS DESIGNED TO HANDLE 10 CUBIC FEET OF STORAGE PER LINEAL FOOT, FOR A TOTAL OF 85.42 CUBIC FEET, STONE DIAMETER WILL BE 1'- 2'. k' o s V V V 0 >- O CC c Z Z 0 G m 0 Z Z CL Q o O O O N L 1 f � _ J _ E- V W Q f � _ J ATTENTION ° LINE IS 2 NICHES g U AT FLL SIZE "YYYW' OF NDT 2­ SC A LE CCOSDING Y) UNDER ALL STORMCHAMBERS . CATCH BASIN