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Home My WebLink AboutFORT COLLINS BREWERY - FDP - 32-08/A - CORRESPONDENCE -Number: 146 Created: 4/7/2009 [4/7/09] Add the following Std Details: 16-13, 17-A, 17-B and 17-C. Number: 147 Created: 4/7/2009 [4/7/09] See red -lined utility plans for other comments. This concludes our formal rounds of review. There is no need for another submittal. Instead, please contact the individual departments and demonstrate that the appropriate revisions have been made. Then, you are ready to proceed with submitting mylars. The plat, site plan, landscape plan, architectural elevations and lighting plan are to be delivered to Ted Shepard in Current Planning. Please note that the plat is to be signed by the owner, with a notary, the land surveyor and the certifying attorney. The site plan is to be signed by the owner with a notary. Current Planning will then obtain the City approval signatures. The utility plans are to be delivered to Marc Virata in Engineering who will then obtain the necessary City approval signatures. If you have any questions regarding these issues or any other issues related to this project, please feel free to call me at (970) 221-6750. Sincer IT A Ted Shepard Chief Planner Page 4 Number: 153 Created: 4/10/2009 [4/10/09] Please provide a concrete pad in front of the detention pond outlet structure. 3' x 3' is recommended. Number:154 . Created: 4/10/2009 [4/10/09] Please provide a detail showing the riprap to be buried with 6-inches of topsoil. There is also the option of using erosion control fabric instead of riprap. Number: 155 Created: 4/10/2009 [4/10/09] Please put the retaining wall detail already on the landscape plans on the utility plans as well. Please specify manufacturer of dry stack wall and include any construction details and notes required for a retaining wall subject to wet conditions. The structural design for the reinforced concrete wall can be performed by others at a later date. Number: 156 Created: 4/10/2009 [4/10/09] The City normally requires concrete pans for slopes less than 2 percent. The detention pond bottom is .5 percent. If pans are not desirable, please be informed that the pond bottom may be wet most of the time and could cause an undesirable situation that the owner would be responsible to fix. Number: 157 . Created: 4/10/2009 [4/10/09] During the 100-year storm, the ponding in the detention pond will cause water to come in contact with the foundation of the building. Precautions should be taken to protect the foundation of the building. Number: 158 Created: 4/10/2009 [4/10/09] Please add details for on -site curb and gutter, pipe bedding, storm MH for the 30- inch storm, and flared -end section. Department: Stormwater-Water-Wastewater Issue Contact: Roger Buffington Topic: Water/Wastewater Number: 140 Created: 4/7/2009 [4/7/09] Minimum cover over sanitary sewer is 4 feet. Number: 141 Created: 4/7/2009 [4/7/09] Water service sizes not consistent between Sheets 3 and 9. Number: 142 Created: 4/7/2009 [4/7/09] The 1.5 inch water meter for the restaurant and offices must be in a separate pit. Schedule meeting to discuss location. Number: 143 Created: 4/7/2009 [4/7/09] Label connection to the 16-inch water main as shown on the red -lined plans. Number: 144 Created: 4/7/2009 [4/7/09] The 8 x 6 reducer and the 6-inch valve leading to the fire hydrant must be restrained to the 8 x 8 cross. Number: 145 Created: 4/7/2009 [4/7/09] Label all fittings on the fire lines. Page 3 [4/7/09] With a portion of the median on the east leg of Lincoln and Lemay being removed in the ultimate condition, this will need to be obligated for with the development. Number: 151 Created: 4/7/2009 [4/7/09] Please provide a signature block for PRPA on the construction plan set (or written indication otherwise from PRPA that they do not wish to sign the plans). Number: 152 Created: 4/8/2009 [4/8/09] The cross sections on the construction plan sheets should demonstrate that the sidewalk proposed with the development ties into both the future ultimate widening (which is indicated) as well as the site development today (which isn't apparent). The cross sections should also show the proposed widening along Lincoln. Department: Light & Power Issue Contact: Justin Fields Topic: General Number: 138 Created: 3/30/2009 [3/30/09] No comments Department: PFA Issue Contact: Carie Dann Topic: Fire Number: 64 Created: 10/16/2008 [4/6/09] Are you still thinking that a single FDC will servivice both Building 1 and Buillding 2? It would be helpful if you showed the location of the FDC(s) on the Utility Plan. (Or msybe you did - I didn't receive a Utility Plan.) [3/5/09] Please contact me regarding location of FDC(s). [10/16/08] FIRE DEPARTMENT CONNECTION: Fire department connections shall be installed remote from the buildings, and located on the street or fire lane side of buildings, fully visible and recognizable from the street or nearest point of fire department vehicle access or as otherwise approved by the fire code official. If possible, a fire hydrant shall be located within 100 feet of the FDC. PFA Bureau Policy Number: 139 Created: 4/6/2009 FIRE PIT: Are you considering some type of fire pit, either indoors or outdoors? Department: Stormwater-Water-Wastewater Issue Contact: Wes Lamarque Topic: Stormwater Number: 94 Created: 10/20/2008 [4/10/09] Utility easements can not be used as drainage easements. Please make sure the drainage easement in the parking lot includes all of the 100-year ponding area as well as spill locations. [3/9/09] The drainage easement needs to include the parking lot detention as well. Also, please make the 15 foot utility easement north of Lincoln a drainage easement too. The public storm sewer is very close to the right-of-way line and we need at least 10 feet of drainage easement north of the pipe. [10/20/08] A drainage easement is required for the limits of the detention pond and the storm sewers dedicated to the City of Fort Collins. Number: 95 Created: 10/20/2008 [4/10/09] Please relocate tree along the south side of the drive near the northeast entrance. [3/9/09] Please see redlines. One or two trees need to be relocated. [10/20/08] Please provide 10 feet of separation between the storm sewer and all trees. Page 2 F0 A aSTAFF PROJECT REVIEW City of Fort Collins PREVIEW ARCHITECTURE Date: 4/10/2009 OLEXA TKACHENKO 204 WALNUT STREET, SUITE A FORT COLLINS, CO 80524 Staff has reviewed your submittal for Fort Collins Brewery PDP - Type II and Final Plans, and we offer the following comments: ISSUES: Department: Engineering Issue Contact: Marc Virata Topic: Construction Plans Number: 92 Created: 10/17/2008 [4/7/09] Please do further tweaking on the readability of the plans, spot elevations on sheet 6 for example are problematic. [3/3/09] Carried over as still a concern. The scale of the drawing combined with different line weights that appear similar make for a plan set that is difficult to follow. [10/28/08] As previously mentioned, the scale on Sheet 4 would be more ideal for the rest of the plan set. Please ensure all sheets of the construction plan set have a standard city approval block. [10/17/08] Using a larger scale for the drawings is recommended with the final plan submittal, as the legibility of the plan set is potentially an issue. Number: 111 Created: 3/3/2009 [4/7/09] On the revised design with the typical cross section please label dimensions as minimums for verfication of ":worst case" scenario of drop off concerns. [3/3/09] Since the previous submittal, it appears that a tiered wall design along Lincoln has since been changed to a single wall with a steep drop off in close proximity to the sidewalk along Lincoln. The present design seems less safe for pedestrians along Lincoln and may require the use of safety railings among other things. Why was this redesigned? Cross sections for Lincoln should go beyond right-of-way to illustrate the wall (and ditch) situation. Topic: General Number: 148 Created: 4/7/2009 [4/7/09] Note #2 on sheet 6 as well as typical section A -A reference the use of a 2' patch. Please remove the referencing of using 2' patches as these aren't allowed in travel lanes (full or half width) as well as bike lanes (full width). 2' patching may only be allowed in parking lane situations. Please add the note: "Limits of street repair are approximate. Final limits are to be determined in the field by the City Engineering Inspector. All repairs are to be in accordance with City standards." Number: 149 Created: 4/7/2009 [4/7/09] For verification, will the project build sidewalk along Lemay for a majority of the frontage while leaving out a portion along the northern edge of the site (and tie into existing)? It would appear that a portion of ultimate sidewalk will need to be escrowed with the project. Number: 150 Created: 4/7/2009 Page 1