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HomeMy WebLinkAboutResponse to Commentsground so that it is below grade, therefore not measuring over eight feet, it will b owed to y in the proposed location. Cisterns must be screened by fencing or lands ing . e cistern has been changed to be 7' in height. Landscapin as been added d the cistern, see landscaping plans. 16) The inside c ranee of the dumpster enclosure needs to 12'. The current dumpster site on easures 9' X 1 O'. The dumpster p has been changed to measure a) Please include a stan rd detail of the du in the Site Design Standards. The dumpster pad detail ha 17) Provide a general note on the sit n that all roof and ground-mounted mechanical equipment shall be screened fro view o ·solated so as not to be visible from any public right-of-way or residential dist · within 150 f the subject lot, measured from a point five feet above grade. Such s ening shall be co dinated with the building architecture and scale to maintain a unifie appearance. The note has bee added to Site Plan as Gener Note #17. 18) Provide a gener note on the site plan that states the folio ing: Exterior building and site lighting will m t the standards of Section 7.10 of the Unified elopment Ordinance. The light sourc hall not project below an opaque housing and no f1 re shall directly project light hori ntally. Fixtures will be mounted in such a manner that the rejected cone of light does cross any property line. e note has been added to the Site Plan as General Note #18. lease note that any changes made to the plans that have not been requested b e City of College Station must be explained in your next transmittal letter and "bubbled" your plans. Any add itional changes on these plans that the City has not been made aware o constiture a completely new review. Noted. ENGINEERING COMMENTS NO. 1 (Site Plan Only) A'ease submit letter of acknowledgement. A letter of acknowledgement has been included with this submittal. /10ease submit engineer's cost estimate for the fire hydrant improvements. An engineer's cost estimate for the fire hydrant improvements has been prepared and submitted. ~ase include and sign technical design summary with drainage report. A signed technical design summary has been included with the drainage report. ~se provide certification found in Section 2.C.3.b, along with applicable detention pond exemption. A letter addressed to the City Engineer, Alan Gibbs, stating the certification found in the Stormwater Design Guidelines Section2.C.3.b. ~ only drainage concern is related to impacts on the existing developed adjacent lots, as the proposed flows may be slightly more concentrated than previous. For example the runoff from the south and east of the proposed building, as well as the proposed 6 inch curb opening near Texas Avenue. The buildings downspout in combination with the proposed cistern may help alleviate this issue. Please elaborate on measured taken to reduce the impacts on these adjacent properties. With the proposed building's downspout and cistern, there is very little runoff from the south and east of the proposed building that will run onto adjacent property, there ore, there will be little or no impact on the adjacent properties. Please illustrate FDC connection and verify the FDC is at least 150 feet from the closest fire hydrant as a fire truck would drive. The proposed building will not be sprinkled, a FDC is not necessary. ~se provide an isolation valve where the fire line from the building taps the main. This isolation valve must be located in an easement. Once the fire line leaves the isolation valve/easement the line is considered private. See response to comment #6. ~the fire suppression lines shall have a lockable lid on the isolation valve. The lockable lid shall, at a minimum supply protection as the AMP or USA, LL562 Locking Lid . Alternate lockable lids shall be approved by College Station Utilities Director or his designee. See response to comment #6. ~neer needs to sign the "Supplemental Development Permit" form found on the third page of the final plat application. The Supplemental Development Permit has been signed and included with this ~ittal. ~Please provide flow line for existing sanitary sewer manhole and proposed service connection . The flowlines for the existing sanitary sewer manhole and the proposed service have been added to the Site Plan. ~se reference detail to be used for open cut street repair. A reference to the open cut street repair detail (ST4-01) has been added to the label for the "remove and replace existing pavement" where the proposed sewer service will connect to the existing manhole. ~records ind icate the existing water main labeled as an 8 inch is actually a 12 inch that extends down Poplar and crosses Texas Ave. The existing waterline has been labeled as a 12" waterline and extended down Poplar St. and across Texas Ave. ~isting public main is labeled as private, please revise. The label has been changed to Existing Public Waterline ~se reference fire hydrant installation detail. The Standard Fire Hydrant Detail, W1-02, on Sheet W has been referred to in the proposed fire hydrant label. ~Re-plats are typically required to provide rear lot PUEs, as well as additional ROW where applicable, to meet today's standards. This comment will follow as a part of the re- plat review. Noted. ~ L rate Storm water management requirements are as follows, any questions may be /· ~~~;~ted to Donnie Willis, CoCS Drainage Inspector, at 979-764-6375. Noted. GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per CSU specs and design. 2. CDU will provide drawings for electrical installation. 3. Developer provides 30' of rigid or IMC conduit for riser poles. CSU installs riser. 4. Developer provides digital AutoCad 2000 or later version of plat and/or site plan. Email to :sweido@cstx.gov 5. Developer provides load data to CSU as soon as it is available to avoid construction delays. Delivery time for transformers not in stock is approximately 40 weeks. 6. Final site plan must show all proposed electrical facilities necessary to provide electrical service, i.e. transformer(s), pull box( es), switchgear(s), meter location and conduit routing as designed by CSU. 7. To discuss any of the above electrical comments please contact Sam Weide at 979.764.6314. Noted. FIRE 1) No combustibles will be allowed on site until all-weather roads and fire hydrants have been accepted by the City 2) A site Plan shall not show any part of a structure over one hundred and fifty feet (150') from an approved access road. 3) The fire lane extends more than one hundred feet (100'), but is acceptable for this site as presented. 4) No more than a six percent (6%) grade is allowed on any length of fire lanes. 5) Fire lanes will be constructed using the "Fire Apparatus Turning Radius Template" and have a fire lane sign at the entrance. Curbs to be marked "Fire Lane, No Parking, Tow Away Zone" with a minimum of four (4") letters. 6) A "Knox Box" security key system is required on the building . 7) Commercial construction requires a fire hydrant within three hundred feet (300') from the main entrance and within four hundred and fifty feet (450') from any part of a structure. Noted.