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HomeMy WebLinkAboutStaff Review STAFF REVIEW COMMENTS NO. 3 Project: A&M SUPER STORAGE (SP) - 07-00500099 PLANNING 1. No Comment Reviewed by: Lindsay Boyer, AICP Date: August 8, 2007 ENGINEERING 1. (As mentioned in July 25, 2007 Meeting) As this property is under review for preliminary plat the proposed easements and utilities illustrated on this site plan are subject to change. Once the platting process is complete the site plan can be re-submitted and reviewed for final approval. Any construction documents, associated reports, easements, etc. not resolved with the platting process will need to be resolved prior to the approval of this site plan. 2. (As mentioned in July 25, 2007 Meeting) Fire flow report required for final approval of site plan. 3. (As mentioned in July 25, 2007 Meeting) Submit executed drainage easement. Drainage easement should define responsibility for all associated private maintenance for current and future owners, defined by metes and bounds, and there must be adequate access. Reviewed by: Josh Norton Date: August 6, 2007 STAFF REVIEW COMMENTS NO. 2 Project: A&M SUPER STORAGE (SP) - 07-00500099 PLANNING 1. Outdoor storage of vehicles is allowed, however it must be completely screened from view from the right of way or adjacent properties with a solid wall or fence between 6 and 8 feet in height. At no time may any outdoor storage exceed the height of the screening (UDO Section 7.11.B.4) 2. Repeat Comment: Chainlink fences must have solid screening. Chainlink is considered visually offensive and must be screened (UDO, Section 7.9.D.6) 3. Please note on the site and architectural plans that Signs are a separate permit 4. Repeat Comment: Provide material table for each facade per UDO Section 7.9.6.3.c (UDO section provides example). Please keep in mind the material requirements of UDO Section 7.9.B.3 which I am unable to review without a table. 5. FYI regarding the Non-Residential Architectural Comments below — for the architectural element requirement, there must be two distinct elements from 7.9.B.2 in each section of 60 feet (or 45 feet for Bldg A West Façade). This means that for every section there should be a pilaster and a canopy or a column and a bay window, etc. for any combination. Only one pilaster in any given section counts toward the requirement. 6. Repeat Comment: Building A Non-residential Architectural comments: Each elevation that is facing a right-of-way must have at least 2 different design elements from the required list in UDO Section 7.9.B.2 for every section of up to 45 feet for the first 2 stories of the building. All other facades must have 2 different elements for every section of up to 60 feet. Side (South) Elevation: This elevation is 135 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional elements are required. Rear (East) Elevation: This elevation is 80 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. 7. Repeat Comment: Building B Non-residential Architectural comments: All facades must have 2 different elements for every section of up to 60 feet. Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional elements are required. The site plan shows one recessed area where the bay for the door is, however it does not reflect that way on the architectural plan. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. 8. Repeat Comment: Building C and D Non-residential Architectural comments: All facades must have 2 different elements for every section of up to 60 feet. Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: Does this elevation still have recess entries? If not, it is not in compliance with the Non-Residential Architectural Standards for the number of architectural elements required. Additionally, there need to be 2 different elements for the remaining 20 feet— NOT two additional pilasters added to the façade. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. 9. Please note that any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not been made aware of will constitute a completely new review. Reviewed by: Lindsay Boyer Date: June 12, 2007 ENGINEERING COMMENTS NO. 2 1. As this property is under review for preliminary plat the proposed easements and utilities illustrated on this site plan are subject to change. Once the platting process is complete the site plan can be re-submitted and reviewed for final approval. Any construction documents, associated reports, easements, etc. not resolved with the platting process will need to be resolved prior to the approval of this site plan. 2. The off-site drainage swell will need to be contained in a private drainage easement, which explains all future maintenance responsibilities. a. Define responsibility for all associated private maintenance for current and future owners, defined by metes and bounds, and there must be adequate access. 3. Please provide additional detail for the portion of the drainage swell which crosses the existing sanitary sewer main. It may be more appropriate for the storm pipe and outlet structure to be extended past the conflict with the sanitary sewer main. 4. Please submit the drainage "Technical Design Summary Form" that can be found on bcsunited.net. Please fill out the entire check list, if some questions do not apply, please write N/A. 5. Please provide certification found in Section 2.C.3.b of the Unified Storm Water Design Guidelines as a part of the drainage report. 6. In the drainage report under "Detention Conclusions", please revise the statement concerning rapid conveyance. Under the recently adopted BCS Unified Drainage Guidelines, rapid conveyance is only an option in certain areas (see Section 9, Appendix B, Page 1), provided analysis and certification by the design engineer. Reviewed by: Josh Norton Date: June 22, 2007 STAFF REVIEW COMMENTS NO. 1 Project: A&M SUPER STORAGE (SP)— 07-00500099 PLANNING 1. FYI: This property is currently unplatted. A site plan cannot be approved until a plat has been approved. 2. Please amend the key map to clearly identify the property. 3. FYI: Please keep in mind any changes to the plat may affect easements, and legal descriptions. 4. Please provide the area of each phase. 5. Please note the use of each building on the site plan. 6. Provide the building height of each building. 7. Provide fencing standards for all fences provided on site. 8. Chainlink fences must be screened. 9. Access easement must be provided to both neighboring properties to the north and the south. 10. Provide gross square footage on the site plan 11. Clearly identify the front setback, it is difficult to identify with the other lines. 12. Per UDO Section 7.2.1.2, the required parking is 6 spaces, not 5. Please correct 13. Per UDO Section 7.9.B.7, parking must be setback 10 feet from ROW. Please revise. 14. Provide color detail for gates. 15. This property is in the Spring Creek sewer impact fee area 16. Clearly show curbing. All paved areas must have 6" raised monolithic curbing. The paving plan (C1.4) should reflect this. 17. Any building over 30 feet in height must have a firelane at least 26 feet in width between 15 and 30 feet along one side of the building. 18. Provide material and color samples for buildings. 19. Provide material table for each façade per UDO Section 7.9.B.3.c (UDO section provides example). Please keep in mind the material requirements of UDO Section 7.9.B.3 which I am unable to review without a table. 20. Provide scale for building facade sheet. I used 1/8" = 1' 21. Building A Non-residential Architectural comments: Each elevation that is facing a right-of- way must have at least 2 different design elements from the required list in UDO Section 7.9.B.2 for every section of up to 45 feet for the first 2 stories of the building. All other facades must have 2 different elements for every section of up to 60 feet. Front (West) Elevation: This elevation meets the requirements of the Non-Residential Architectural Standards element requirements. Please verify that there is at least 25% stone on this façade as it is facing a ROW. Side (South) Elevation: This elevation is 135 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional elements are required. Rear (East) Elevation: This elevation is 80 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation meets the requirements of the Non-Residential Architectural Standards. 22. Building B Non-residential Architectural comments: All facades must have 2 different elements for every section of up to 60 feet. NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans.Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 2 of 6 Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional elements are required. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. 23. Building C and D Non-residential Architectural comments: All facades must have 2 different elements for every section of up to 60 feet. Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently pilasters and wall recessions in 2 sections of up to 60 feet. The remaining section has no elements. 2 additional elements are required. Due to only 20 feet of additional façade space, these elements maybe spaced out evenly across the façade. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. 24. Please note that any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not be made of aware of will constitute a completely new review. Reviewed by: Lindsay Boyer, AICP Date: May 11, 2007 LANDSCAPING/STREETSCAPING/BUFFER 1. Although the buffer is appreciated, it is not required as the adjacent A-O property is planned for future Industrial/Research and Development. 2. Site triangle deduction from the streetscaping calculations should be based on the AASHTO guidelines for site triangles. 3. Please show the correct number of Crepe Myrtles, I only counted 54 non-buffer plants of this type. 4. Provide a general note on the landscaping plan that 100% coverage of groundcover, decorative paving, decorative rock, or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. Reviewed by: Lindsay Boyer, AICP Date: May 11, 2007 NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans.Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 3 of 6 MISCELLANEOUS 1. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double-Check Back Flow Device, and installed as per City Ordinance 2394. 2. All BackFlow devices must be installed and tested upon installation as per City Ordinance 2394. TxDOT 1. A & M Super Storage (Site Plan) (SH 6) - Access driveways to SH 6 must meet TxDOT's current "Regulations for Access Driveways to State Highways". 2. Regulations are primarily based on posted speed limits and distances between proposed & adjacent access points. Where posted speed limits are 50 MPH or more the required spacing between access points is 425'. 3. Where driveway spacing is insufficient joint access will be required or access to an internal street. Appropriate information will be required for any future permits @ this site, which should include ENGINEERING COMMENTS NO. 1 1. Please call to discuss possible implications of master utility plans. 2. Please provide appropriate construction documents, engineer's cost estimate, etc for the proposed sanitary sewer extension. 3. The proposed private storm sewer main should not be located in a PUE. 4. Please provide documentation for the off site drainage agreement and the associated maintenance responsibilities. 5. For the proposed direct discharge to the channel, please provide construction documents for the improvements to the channel. 6. Please provide blanket easement and specific easement dedication application for proposed public easements. 7. Please identify the existing salt water line in relation to the proposed buildings. 8. Drainage Report: a. Please provide drainage report in compliance with the BCS Unified Stormwater Design Guidelines. b. Please provide flow data for the pre and post conditions for each storm event. c. Please provide velocity data at critical points. d. As this project is not proposing detention, please certify that the development is utilizing rapid conveyance to the primary channel, verifying that the sites discharge hydrograph and peak is ahead of the main channels hydrograph is such a manor that it does not create a new resulting peak greater than the main channels existing peak, so that there are no negative impacts. 9. Fire Flow Report: a. Please provide the square footage and building material type of each building in the report. b. It appears from the report that the flow driving the system is the required flow from the International Fire Code, and not the flow obtained from the flow test, please explain? NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans. Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 4 of 6 10. In addition to the following standard comments, if more than 5 acres will be disturbed during construction of this project a NOI must be filed with the state and a copy provided to the CoCS. Storm water management requirements are as follows, any questions may be directed to Donnie Willis, CoCS Drainage Inspector, at 979-764-6375: Storm Water Discharges from Small Construction Activities The Texas Commission on Environmental Quality has issued a general permit for construction activities under the Texas Pollution Discharge Elimination System. The general permit (TXR150000) is for construction activities disturbing at least 1 but less than 5 acres or is part of a common plan of development disturbing at least 1 but less than 5 acres. You will need to follow these steps to discharge storm water from your construction site to the City of College Station's Municipal Separate Storm Water Sewer System (MS4): 1. Read the general permit (TXR150000) to make sure it applies to your situation. 2. Adhere to the requirements of the general permit (TXR150000). 3. Prepare and implement a Storm Water Pollution Prevention Plan in accordance with Part Ill of the general permit (TXR150000). 4. Sign and post a construction site notice. 5. At least 2 days before beginning construction, provide a copy of the site notice to the operator of any Municipal Separate Storm Water Sewer System (MS4) into which storm water will be discharged. A MS4s include streets, channels, gutters, ditches or anything else that is publicly owned, designed or used to collect or transport storm water. As long as you meet the conditions of this general permit, you are authorized to discharge storm water. No notice of intent (NOI), notice of termination (NOT), or fee is required under this option—as long as the requirements of this general permit are followed. This particular general permit will expire at midnight on March 5, 2008. A copy of General Permit TXR150000 can be obtained from TCEQ at: http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/txr150000.pdf A copy of the construction site notice can be obtained from TCEQ at: http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/storm water/txr152d2.pdf Reviewed by: Josh Norton Date: May 14, 2007 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. Developer provides temporary blanket easement for construction purposes. NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans. Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 5 of 6 2. Developer provides easements for electric infrastructure as installed for electric lines (including street lights). GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per City specs and design. 2. City will provide drawings for conduit installation. 3. Developer provides 30' of rigid or IMC conduit for riser poles. City installs riser. 4. Developer to intercept existing conduit at designated transformers and extend as required. 5. If conduit does not exist at designated transformer, developer to furnish and install conduit as shown on electrical layout. 6. Developer pours transformer pad(s) per City specs and design. 7. Developer installs pull boxes and secondary pedestals as per City specs and design (pull boxes and secondary pedestals provided by the City). 8. Developer provides digital AutoCAD 2000 or later version of site plan, as well as any MEP drawings. Email to: bread@cstx.gov. 9. Developer provides load data for project. 10. To discuss any of the above electrical comments please contact Brent Read at 979.764.5026. Reviewed by: Brent Read Date: May 14, 2007 SANITATION 1. Sanitation is ok with this project. Reviewed by: Wally Urrutia / Rodney Harris Date: May 08, 2007 NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans.Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 6 of 6 STAFF REVIEW COMMENTS NO. 3 Project: A&M SUPER STORAGE (SP) - 07-00500099 PLANNING Vo Comment Reviewed by: Lindsay Boyer, AICP Date: August 8, 2007 ENGINEERING 1. (As mentioned in July 25, 2007 Meeting) As this property is under review for preliminary plat the proposed easements and utilities illustrated on this site plan are subject to change. Once the platting process is complete the site plan can be re-submitted and reviewed for final approval. Any construction documents, associated reports, easements, etc. not resolved with the platting process will need to beesolved prior to hFs..e approval of this site plan. F • �h r.P Sc- . -F� R'2- '/20 Ozt (As mentioned in July 25, 2007 Meetin ) Fire flow report required for final approval of s to plan. "av15xx� "'�= � cr— (As mentioned in July 25, 2007 Meeting) Submit executed drainage easement. Drainage easement should define responsibility for all associated private maintenance for current and future owners, defined by metes and bounds, and there must be adequate access. -Z-Z15.,c_twJ Reviewed by: Josh Norton Date: August 6, 2007 STAFF REVIEW COMMENTS NO.2 Project:A&M SUPER STORAGE (SP)-07-00500099 PLANNING Outdoor storage of vehicles is allowed, however it must be completely screened from view from the right of way or adjacent properties with a solid wall or fence between 6 and 8 feet in height. At no time may any outdoor storage exceed the height of the screening (UDO Section 7.11.6.4) p 7o v.Ij24o4C. 1- . �RA�► 2. Repeat Comment: Chainlink fences must have solid screening. Chainlink is considered visually offensive and must be screened (UDO, Section 7.9.D.6) 3. Please note on the site and architectural plans that Signs are a separate permit �. 4. Repeat Comment: Provide material table for each façade per UDO Section 7.9.6.3.c U (UDO section provides example). Please keep in mind the material requirements of UDO Section 7.9.6.3 which I am unable to review without a table. 5. FYI regarding the Non-Residential Architectural Comments below— for the architectural element requirement, there must be two distinct elements from 7.9.B.2 in each section of 60 feet (or 45 feet for Bldg A West Facade). This means that for every section there should be a pilaster and a canopy or a column and a bay window, etc. for any combination. Only one pilaster in any given section counts toward the requirement. Repeat Comment: Building A Non-residential Architectural comments: Each elevation that is facing a right-of-way must have at least 2 different design elements from the required list in UDO Section 7.9.6.2 for every section of up to 45 feet for the first 2 stories of the building. All other facades must have 2 different elements for every section of up to 60 feet. Side (South) Elevation: This elevation is 135 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional elements are required. Rear (East) Elevation: This elevation is 80 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional l., elements are required. 7. Repeat Comment: Building B Non-residential Architectural comments: Ail facades must have 2 different elements for every section of up to 60 feet. Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional elements are required. The site plan shows one recessed area where the bay for the door is, however it does not reflect that way on the architectural plan. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. 8. Repeat Comment: Building C and D Non-residential Architectural comments: All facades must have 2 different elements for every section of up to 60 feet. Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: Does this elevation still have recess entries? If not, it is not in compliance with the Non-Residential Architectural Standards for the number of architectural elements required. Additionally, there need to be 2 different elements 5 for the remaining 20 feet—NOT two additional pilasters added to the facade. VRear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. (� Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 [' elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. l( 9. Please note that any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not been made aware of will constitute a completely new review. Reviewed by: Lindsay Boyer Date: June 12, 2007 ENGINEERING COMMENTS NO. 2 1. As this property is under review for preliminary plat the proposed easements and utilities illustrated on this site plan are subject to change. Once the platting process is complete the site plan can be re-submitted and reviewed for final approval. Any construction documents, associated reports, easements, etc. not resolved with the platting process will need to be resolved prior to the approval of this site plan. The off-site drainage swell will need to be contained in a private drainage easement, (ich explains all future maintenance responsibilities. Define responsibility for all associated private maintenance for current and future owners, defined by metes and bounds, and there must be adequate access. /Please provide additional detail for the portion of the drainage swell which crosses the V existing sanitary sewer main. It may be more appropriate for the storm pipe and outlet tructure to be extended past the conflict with the sanitary sewer main. ).s6t -0- Please submit the drainage `Technical Design Summary Form" that can be found on bcsunited.net. Please fill out the entire check list, if some questions do not apply, please rite N/A. A-T *04 W.AC, lease provide certification found in Section 2.C.3.b of the Unified Storm Water Design Guidelines as a part of the drainage report. 6 (-t/SCAAV C `�F�c`j of-" t•s In the drainage report under "Detention Conclusions", please revise the statement gecbg,-r concerning rapid conveyance. Under the recently adopted BCS Unified Drainage Guidelines, rapid conveyance is only an option in certain areas(see Section 9, Appendix B, Page 1), provided analysis and certification by the design engineer. Reviewed by: Josh Norton Date: June 22, 2007 1A- 1 -- —'�t�-t � w t es v -T f? . PJ2.. LASE -r B . -- 17P ri "ME Co 4ST42-0 CT( 1 OF- -71-1g_ 12.t 1\4,4_er . coAkiQE.L. {� Q 2,1 c CoVEic.. wM.0 ,tno\/240_ �t4� $o-r- r of T P �N/�car Cx3 f�N►s� FR-oZF._ -- ton wV '2c 4c STAFF REVIEW COMMENTS NO. 9 Project: A&M SUPER STORAGE (SP)—07-00500099 GPLANNING 011- FYI: This property is currently unplatted. A site plan cannot be approved until a plat has en approved., Please amend the key map to clearly identify the property.'" d\4_, FYI: Please keep in mind any changes to the plat may affect easements, and legal descriptions./ X.Please provide the area of each phase. V Please note the use of each building on the site plan.✓ Ge. Provide the building height of each building. / GY Provide fencing standards for all fences provided on site./ Chainlink fences must be screened. Access easement must be provided to both neighboring properties to the north and the south. ✓ 4OrProvide gross square footage on the site plan SEE 1712tejogri ►1411:3 NF_Prrt -o-lt n LzF-1 ✓ /1 Clearly identify the front setback, it is difficult to identify with the other lines. ✓ Q2' 'er UDO Section 7.2.1.2, the required parking is 6 spaces, not 5. Please correct ✓ Per UDO Section 7.9.B.7, parking must be setback 10 feet from ROW. Please revise.✓ Provide color detail for gates. p\A 4T is property is in the Spring Creek sewer impact fee area✓ Clearly show curbing. All paved areas must have 6" raised monolithic curbing. The paving plan (CI.4) should reflect this. 47.'Any building over 30 feet in height must have a firelane at least 26 feet in width between 15 and 30 feet along one side of the building. V 8. Provide material and color samples for buildings. 19. Provide material table for each facade per UDO Section 7.9.B.3.c (UDO section provides example). Please keep in mind the material requirements of UDO Section 7.9.B.3 which I am unable to review without a table. 20. Provide scale for building facade sheet. I used 1/8" = 1' 21. Building A Non-residential Architectural comments: Each elevation that is facing a right-of- way must have at least 2 different design elements from the required list in UDO Section 7.9.B.2 for every section of up to 45 feet for the first 2 stories of the building. All other facades must have 2 different elements for every section of up to 60 feet. d2 Front (West) Elevation: This elevation meets the requirements of the Non-Residential c() Architectural Standards element requirements. Please verify that there is at least 25%stone on this facade as it is facing a ROW. Side (So Elevation: This elevation is 135 feet in length and requires 3 sets of 2 elements. There are currentlypilasters in each section of up to 60 feet. 3 additional elements are required. 41. Rear((East9 Elevation: This elevation is 80 feet in length and requires 2 sets of 2 elements. ul There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation Teets the requirements of the Non-Residential Architectural Standards. 22. Building B Non-residential Architectural comments: All facades must have 2 different elements for every section of up to 60 feet. NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans_Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review_ Page 2 of 6 Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (South) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 3 additional ± elements are required. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. TSide (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. 4. 23. Building C and D Non-residential Architectural comments: All facades must have 2 different relements for every section of up to 60 feet. 0. Front (East) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. V) Side (South) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently pilasters and wall recessions in 2 sections of up to 60 feet. The remaining section has no elements. 2 additional elements are required. Due to only 20 feet of additional facade space, these elements maybe spaced out evenly across the facade. Rear (West) Elevation: This elevation is 85 feet in length and requires 2 sets of 2 elements. There are currently pilasters in each section of up to 60 feet. 2 additional elements are required. Side (North) Elevation: This elevation is 140 feet in length and requires 3 sets of 2 elements. There are currently recessed entries and pilasters in 2 sections. An additional 2 elements are required. Please note that any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next transmittal letter and "bubbled" on your plans. Any additional changes on these plans that the City has not be made of aware of will constitute a completely new review. 555. CoNf'F-AC. t�E 11 -(11L LA5::.`1 o - --'-; PsNC -g. Reviewed by: Lindsay Boyer, AICP Date: May 11, 2007 LANDSCAPING/STREETSCAPING/BUFFER Although the buffer is appreciated, it is not required as the adjacent A-0 property is planned for future Industrial/Research and Development. 1?/Site triangle deduction from the streetscaping calculations should be based on the AASHTO guidelines for site triangles. 1•3' Srt r.--- .ti f=,14CA1 - '1='F' --'t«^ CTATE--)r . !Please show the correct number of Crepe Myrtles, I only counted 54 non-buffer plants of this Pe- , p x> iNc rz*ar1 Pt L G. P?_ An 4.i2.-c Provide a general note on the landscaping plan that 100% coverage of groundcover, decorative paving, decorative rock, or a perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. . c. .c C- A G1E-*-2_ Reviewed by: Lindsay Boyer, AICP Date: May 11, 2007 NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal lettcz and"bubbled"on your plans.Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 3 of 6 MISCELLANEOUS S'E \-1?--\e-k.GNArM. N CS O �� C 1. Irrigation system must be protected by either a Pressure Vacuum Breaker, a Reduced Pressure Principle Back Flow Device, or a Double-Check Back Flow Device, and installed as per City Ordinance 2394. 2. All BackFlow devices must be installed and tested upon installation as per City Ordinance 2394. TxDOT 41'4171 f tt.. ..T 1. A & M Super Storage (Site Plan) (SH 6) - Access driveways to SH 6 must meet TxDOT's current"Regulations for Access Driveways to State Highways". 2. Regulations are primarily based on posted speed limits and distances between proposed & adjacent access points. Where posted speed limits are 50 MPH or more the required spacing between access points is 425'. 3. Where driveway spacing is insufficient joint access will be required or access to an internal street. Appropriate information will be required for any future permits @ this site, which should include ENGINEERING COMMENTS NO. 1 i4 Please call to discuss possible implications of master utility plans. ..(.7 \C- 141,_ \C- 141 Please provide appropriate construction documents, engineer's cost estimate, etc for the proposed sanitary sewer extension. .I_St-k>ou,r t >v1Qi<t• LAMA-rszamcr-7AL. Eil1he proposed private storm sewer main should not be located in a PUE. Please provide documentation for the off site drainage agreement and the associated maintenance responsibilities. 5For the proposed direct discharge to the channel, please provide construction documents for J the improvements to the channel. t/A 6. Please provide blanket easement and specific easement dedication application for proposed public easements. i-z/U0s4 Nkv2-�O1y `e' 5a;, lease identify the existing salt water line in relation to the proposed buildings.SE - T1 t" Drainage Report: VY1 A 1 Please provide drainage report in compliance with the BCS Unified Stormwater sign Guidelines. ib tease provide flow data for the pre and post conditions for each storm event. d(Alease provide velocity data at critical points. s this project is not proposing detention, please certify that the development is utilizing rapid conveyance to the primary channel, verifying that the sites discharge hydrograph and peak is ahead of the main channels hydrograph is such a manor that it does not create a new resulting peak greater than the main channels existing peak, so that there are no negative impacts. 9. Fire Flow Report: 1.)c.5-1 S\.)32) ,��-t-7 P.F p- r -Tt-}IS Z"i Yyk. a. Please provide the square footage and building material type of each building in the report. b. It appears from the report that the flow driving the system is the required flow from the International Fire Code, and not the flow obtained from the flow test, please explain? NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and"bubbled"on your plans.Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 4 of 6 5Q-ZANt (-TP w 10. In addition to the following standard comments, if more than 5 acres will be disturbed during construction of this project a NOI must be filed with the state and a copy provided to the CoCS. Storm water management requirements are as follows, any questions may be directed to Donnie Willis, CoCS Drainage Inspector, at 979-764-6375: Storm Water Discharges from Small Construction Activities The Texas Commission on Environmental Quality has issued a general permit for construction activities under the Texas Pollution Discharge Elimination System. The general permit (TXR150000) is for construction activities disturbing at least 1 but less than 5 acres or is part of a common plan of development disturbing at least 1 but less than 5 acres. You will need to follow these steps to discharge storm water from your construction site to the City of College Station's Municipal Separate Storm Water Sewer System (MS4): 1. Read the general permit(TXR150000) to make sure it applies to your situation. 2. Adhere to the requirements of the general permit(TXR150000). 3. Prepare and implement a Storm Water Pollution Prevention Plan in accordance with Part Ill of the general permit(TXR150000). 4. Sign and post a construction site notice. 5. At least 2 days before beginning construction, provide a copy of the site notice to the operator of any Municipal Separate Storm Water Sewer System(MS4)into which storm water will be discharged. A MS4s include streets, channels, gutters, ditches or anything else that is publicly owned, designed or used to collect or transport storm water. As long as you meet the conditions of this general permit, you are authorized to discharge storm water. No notice of intent(NOl), notice of termination (NOT), or fee is required under this option—as long as the requirements of this general permit are followed. This particular general permit will expire at midnight on March 5, 2008. A copy of General Permit TXR150000 can be obtained from TCEQ at: http/www.tceq.state.tx.us/assets/public✓permitting/waterquality/attachments/stormwater/txr150000.pdf A copy of the construction site notice can be obtained from TCEQ at: http/www.tceq.state.tx.us/assets/public/permitting/waterquality/attachments/stormwater/txr152d2.pdf Reviewed by: Josh Norton Date: May 14, 2007 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION Developer provides temporary blanket easement for construction purposes. NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be captained in your next transmittal letter and"bubbled-on your plans.Any additional changes on these plans that have not been pointed out to the City,will constitute a completely new review. Page 5 of 6 NA), 12(' Developer provides easements for electric infrastructure as installed for electric lines (including street lights). 6;\c_ GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per City specs and design. 2. City will provide drawings for conduit installation. 3. Developer provides 30' of rigid or IMC conduit for riser poles. City installs riser. 4. Developer to intercept existing conduit at designated transformers and extend as required. 5. If conduit does not exist at designated transformer, developer to furnish and install conduit as shown on electrical layout. 6. Developer pours transformer pad(s) per City specs and design. 7. Developer installs pull boxes and secondary pedestals as per City specs and design (pull boxes and secondary pedestals provided by the City). 8. Developer provides digital AutoCAD 2000 or later version of site plan, as well as any MEP drawings. Email to: bread©cstx.gov. 9. Developer provides load data for project. 10.To discuss any of the above electrical comments please contact Brent Read at 979.764.5026. Reviewed by: Brent Read Date: May 14, 2007 SANITATION Sanitation is ok with this project. Reviewed by: Wally Urrutia / Rodney Harris Date: May 08, 2007 NOTE: Any changes made to the plans,that have not been requested by the City of College Station,must be explained in your next transmittal letter and`bubbled"on your plans.Any additional changes on these plans that have not been pointed out to the City,wdl constitute a completely new review. Page 6 of 6