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HomeMy WebLinkAboutStaff Review CITY OF COLL.EGI• STATION Home of Texas ACM University° MEMORANDUM DATE: October 1, 2014 TO: Katie Burch, AIA, via; katiecollierconstruction.com FROM: Jerry Cuaron, Staff Planner SUBJECT: FELLOWSHIP CHURCH NEXT STEP PROJECT (SDSP) Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. City of College Station Transmittal Letter One (1) complete sets of site civil construction documents for the proposed development with the revised site and landscaping plans attached (one set will be returned to you, please submit additional copies if you want more than one approved set) One (1) revised site plans Please note that this application will expire in 90 days from the date of this memo, if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein. If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please call me at 979.764.3570. Attachments: Staff review comments cc: Case file #14-00900183 Planning ea'Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TEL.979.764.3570 •FAX. 979.764.3496 cstx.govidevservices STAFF REVIEW COMMENTS NO. 2 Project: Fellowship Church Next Step Project (SDSP) - 14-00900183 Planning Comments No. 2 1. Please align driveway spacing for Central Park Lane and Fellowship Drive with centerlines no more than a distance of 15 feet apart. 2. Please provide end island for parking spaces where Note #11 is shown. 3. 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: Jerry Cuaron Date: September 29, 2014 Engineering Comments No. 2 1. Additional valve on main line is needed when cutting in a tee. Add 8-inch valve to exiting 8- inch line west of tee proposed at Sta 0+00. 2. There is conflicting information between Plan and Profile regarding line sizes on the public section of line. Notes 2 and 3 are still called out even though line is 8". Should Note 17 in P&P actually be Note 15? 3. Isolation valve is required to be public. 4. Due to length of fire line and limited use, a double check valve at a minimum will be required at the junction between public and private waterline. If the fire suppression system uses chemicals, then an RPZ is required. 5. FDC needs to be immediately accessible from paved fire lane. As proposed it is not. 6. Show limits of proposed PUE required for fire hydrant. Is any of the electrical proposed for this project required to be in PUE? Proposed PUEs should also be delineated as required for electric. 7. City has standard PUE dedication instruments. Easement dedication sheet with required documents are what is needed to be submitted for easement dedication, both temporary blanket easement and PUE(s). Blanket is sufficient to start project, but specific PUEs will be required ahead of Letter of Completion. 8. Show limits of actual floodplain (BFE 265) on Site Plan. 9. Repeat Comment: Development blocking overland flow in drainage easement swale along southwest property line. Clarification; The parking lot pavement and/or fill cannot block flow in drainage easement. This swale carries flows to the creek that exceed the design storm capacities of street and storm sewer. Your proposed parking and/or fill cannot divert flow to adjacent property. 10. Detention Pond will be hard to maintain without bottom grading and low volume flume to outlet. Bottom will stay wet and difficult to mow. Reviewed by: Carol Cotter Date: September 22, 2014 ` FOR OFFICE USE ONLY CASE NO.: J ' k i.rffik DATE SUBMITTED: CITY OF COJ:GJ STATION. TIME: ;4-)(.04-)(.0IJ Home of Texas Ad'M University" STAFF: PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. - New Project Submittal ] Incomplete Project Submittal -documents needed to complete an application. Case No.: X Existing Project Submittal. Case No.: sp 14-00900183 Project Name Fellowship Church Next Step Project Contact Name Katie Burch Phone Number 979-251-4145 We are transmitting the following for Planning & Development Services to review and comment(check all that apply): ] Comprehensive Plan Amendment ❑ Non-Residential Architectural Standards ❑ Rezoning Application n Irrigation Plan E Conditional Use Permit n Variance Request U Preliminary Plan U Development Permit - Final Plat ❑ Development Exaction Appeal Development Plat Li FEMA CLOMA/CLOMR/LOMA/LOMR X Site Plan Grading Plan n Special District Site Plan ❑ Other- Please specify below I I Special District Building/Sign memo, revised landscape (1), site (2), and grad/ 15-(1 Landscape Plan erosion control plans(1) INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: n Comprehensive Plan Amendment ❑ Waterline Construction Documents ] TxDOT Driveway Permit ❑ Sewerline Construction Documents n TxDOT Utility Permit ❑ Street Construction Documents LJ Drainage Letter or Report ❑ Easement Application n Fire Flow Analysis ❑ Other- Please specify Special Instructions: 10/10 Print Form MEMO A/E RESPONSE TO STAFF REVIEW COMMENTS NO. 1 Project: Fellowship Church Next Step Project (SP 14-00900183) It is the intention of the architectural and engineering teams to abide by the following City of College Station comments in the following manner: /PLANNING J 1. Please indicate square footage of proposed office building on site plan. Shown in Parking Table on C1. 2. Please input a 15 foot rear setback on site plan. Added 15' rear setback on Cl. J3. Please remove the future building expansion, future parking lot, and future development off the site plan as these aren't being reviewed at this time and will need to be submitted for review in the future. Removed future development which was shown on C1-C4. \j 4. Please include parking requirements table. Office Building parking is one space per 250 gross square feet. Shown in Parking Table on C1. V 5. Please include end islands for the end of each parking row. Please provide end islands adjacent to the fire lane turn around in the interior parking rows. Revised drawings C1-C4 to show end islands. 6. Please revise proposed end islands to a minimum width of nine feet. Revised drawings C1-C4 to shown minimum 9' end islands. \17. Please revise C-2 to show Complete as requested. V8. Please illustrate the intersection of Central Park Lane with Colgate Drive. Illustration of Central Park Lane and Colgate Drive is based on aerial data and not the result i9. of an on the ground survey and is shown on Cl through C4. Please indicate if there will be parking lot lights, if so please show their location and provide the light fixture detail. This information is shown on E1.01. 10. Please include two dumpster enclosure gates to provide a 12-foot clearance width for each dumpster. Dumpster location has been changed and size reduced to a single bin. New location and orientation is such that a gate is not required. Dumpster has been moved out of the PUE. 1. Please show mechanical screening needed for HVAC systems. N1Reference A1.03. Screening Devices have been added. 2. Please provide curb detail per the UDOs Site Design Standards. This detail is shown on the City of College Station Standard Street Details, C8 (in original submission). 13. Please include fixture lighting in site plan. The light source shall not project an opaque housing. No fixture shall directly project light horizontally. Please refer to Electrical Site Plan, E1.01. 14. Comment to revise sheets included in the plan set to exclude S1-1 — S4-4, A2.01 — A11.05, M-1 We acknowledge comment #14. 15. The maximum width of as driveway is 36 feet when measured at the property line. The proposed driveway exceeds that, please revise. Driveway width was reduced and adjacent parking revised as shown on C1 through C4. 16. Provide a general note on the site plan that all roof and ground-mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. ,44 General note added on Cl. 17. Provide a general note on the site plan that states the following: Exterior building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. Reference Cl for this comment placed on the drawings, as well as updates made to Electrical sheets. All wall mounted and ground mounted fixtures in question to be verified in field with local authority prior to install. 18. 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. Acknowledge Comment #18. Changes are clouded, and marked with a Triangle and the code "Posted Set-Local Authority". LANDSCAPING/STREETSCAPING/BUFFER 1. Please move proposed canopy tree that is located adjacent to fire hydrant. Reference A1.03. Tree has been relocated. 2. Please add a note to that the caliber of a Crepe Myrtle is measured as per single cane. Reference A1.03, note has been placed on drawing. 3. Please fix the labels for the Streetscape Table to show Crepe Myrtle as 1.25" caliber. Reference A1.03, correction has been made. 4. Please provide a note stating that the irrigation system must be protected by 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. Reference A1.03, note has been placed on drawing. 5. Please provide a note that All BackFlow devices must be installed and tested upon installation as per City Ordinance 2394. Reference A1.03, note has been placed on drawing. Note: The note requested above in Planning (item #11) regarding screening is shown on the Landscape Plan A1.03. ENGINEERING COMMENTS NO. 1 1. Overall utility plan needs to be indicated on Site Plan since this sheet is only one kept in Site Plan file for future reference and use. Utility demands (average and max) should also be provided. Also provide fire sprinkler demand. Existing and proposed utilities have been added to Cl but shown lighter as to not conflict with the main drawing purpose which is paving and drainage. 2. I don't think a 6-inch line can provide the combined fire flow and fire sprinkler demands you require without exceeding max velocity of 12 fps. Probably need to extend an 8-inch, reducing down to 6-inch after the hydrant. Increased the 6" line to an 8" line up to the tee where service splits off for fire hydrant and domestic water as shown on C4. 3. Provide Fire Flow Report/Letter indicating construction type, square footage, subsequent flow requirement, allowed reduction for sprinklering (50%), and resultant need (flow and number of hydrants). Location of/distance to existing hydrants should also be depicted on Site Plan. I realize most of this information is provided in building plans you submitted, but documentation is needed in file. Fire flow report has been submitted. Construction Type: VB Square Footage: 10,840 SF Subsequent Flow Requirement: 2,750 Gallons per Minute Allowed Reduction for Sprinklering (50%): Will take 50% reduction, building will be sprinkled. Subsequent Flow Requirement based on 50% reduction=1,375 Gallons per Minute Resultant Need: Flow:1,375 Gallons/Minute Number of Hydrants: 1 Location of/distance to existing hydrants: 94' lay of hose (shown on C4). Licensed Fire Engineer's Accompanying Report/Documents will be provided during construction. Show location of FDC. Cannot be any further than 100 feet from fire hydrant. Will water design/fire protection you are proposing work for future building expansion? FDC for future building will also need to be a max of 100 feet from hydrant. If future building's eve or parapet height is greater than 30', 26-foot fire lane required. General location is shown on C4, 94' lay of hose from hydrant. Other comments regarding future expansion have been noted by team. 5. Isolation gate valve for fire line needs to specify AmPro USE, LL562 lockable lid or equivalent approved by City. Noted on C4. 6. Site Utilities Plan does not measure to provided scale. Might be a printing error. Printing error, has been corrected. Tapping sleeve may only be used if tap diameter is less than or equal to half the main line diameter. Will need to cut in tee and with additional valve on main line. Revised on C4. 8. PUE dedication needed for public main outside limits of existing PUE. Public utility easement to be drafted for fire main from PUE to fire hydrant. Kling Engineering (surveyed the property) will draft and submit to city. Projected time: 2 weeks drafting of easement. 9. Structural backfill required on public utilities under pavement. Noted on C4. 10. Waterline cover shall be a minimum of 4 feet. For bury less than 4 feet, ductile iron pipe is required with cement stabilized sand backfill. Ductile iron pipe shown in areas with less than 4'of cover on C4. 11. If flowline of connection to sanitary sewer main 2 feet or higher than flowline of existing main, then drop connection required. Provide flow line of service. Service flow line of 265' previously shown in Note 1, Sanitary Sewer Line Installation Notes on C4. Development blocking overland flow in drainage easement swale along southwest property line. Overland flow in the Southwest corner of the project is minimal outside of the proposed development. There is planned positive drainage along this proposed development which then flows into the existing drainage and utility easement past the parking discharge point. Contours past the project parking lot discharge point have been revised to remove previously proposed re-grading of the existing drainage swale as shown on Cl. 13. Outfall from downspout drainage and parking lot shall be graded to drain to creek, not released toward adjacent property. Outfall from this location is directed to the existing drainage and utility easement which (2.C. flows towards the creek as shown on Cl. e*/ •ase flood elevation in this area is 265'. Although flood map may pictorially indicate floodplain off of property, the 265' elevation should be delineated and defined as floodplain on this property. Although you may be exempt from detention requirments, you are proposing fill in the floodplain and need to address impacts. You may want to do . a cut/fill balance for encroachment in this floodplain area. lQu.r1 The "detention"-type area has been revised as to not encroach on the flodods shown in Cl. 15. Erosion Control - Silt fence does not encompass all disturbed area. Northern third of berm is outside silt fencing. Add inlet protection to inlets in Colgate Drive. Include delineation and detail for construction exit. Silt fence and "detention" locations have been revised as shown on C3. 16. Driveway connection to Colgate shall refer to Driveway Detail ST2-03. Added detail note to Site Grading and Drainage Note #1 on Cl. 17. Tree proposed in Landscape Plan may conflict with access to fire hydrant. Corrected. Re: A1.03 \..., 9.;fr t It is City's preference that screening structures (sanitation) be placed outside any PUE. If maintenance of City utilities requires the removal of the screening structure, it must be replaced at Owner's expense. Screening for the dumpster pad will be replaced at the Owner's expense since its location lies within existing sanitary sewer easement as shown on Cl. During future expansion, Owner plans to move dumpster to back of property and out of all easements. 19. Sanitation enclosures shall not be placed in drainage flow areas. Dumpster location has been moved as shown on Cl. n Striped updatedend islnd the plan to reflect the new 9' end islands as shown on Cl. ,6 0 Phase Lines? Future development has been removed from Cl-C4. Reviewed by: Carol Cotter Date: September 3, 2014 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. SITE PLAN/PLAT: Developer will provide CSU with a digital, AutoCAD dwg format, version of plat and / or site plan as soon as it is available. Email to: gmartinez@cstx.gov. This drawing was emailed to Gilbert Martinez. 2. LOAD DATA: The developer will provide load data to CSU as soon as it is available. This information is critical for CSU to accurately determine the size and number of transformers, and other equipment, required to provide service to the project. Failure to provide load data will result in construction delays and, due to clearance requirements, could affect the final building footprint. Delivery time for transformers and other equipment not in stock is approximate 26 weeks. Noted. Re: Electrical Sheet E1.01 3. EASEMENTS: Developer provides temporary blanket easement for construction purposes and upon completion of project must provide descriptive easements for electric infrastructure as designed by CSU. Noted, and will comply. 4. If easements are existing, the developer will be responsible for locating easements on site to insure that electrical infrastructure is installed within easement boundaries. Noted, and will comply. GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per CSU specs and design. Noted, and will comply. Re: Electrical sheet E1.01. 2. CSU will provide drawings for electrical installation. Noted, and will comply. Electrical drawings have been emailed to Gilbert Martinez to begin this process. 3. Developer provides 30' of rigid or IMC conduit for each riser conduit. CSU installs riser. Noted, and will comply. 4. Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. Noted, and will comply. 5. If conduit does not exist at designated transformer or other existing devices, developer will furnish and install conduit as shown on CSU electrical layout. Noted, and will comply. 6. Developer pours electric device pads or footings, i.e. transformers, pull boxes, or other device, per CSU specs and design. Noted, and will comply. 7. Developer installs pull boxes per CSU specs and design, Pull boxes provided by CSU. Noted, and will comply. 8. Final site plan must show all proposed electrical facilities necessary to provide electrical service, i.e. transformers, pull boxes, or switchgears, all meter locations, and conduit routing as designed by CSU. Electrical site plan in CAD format has been submitted for CSU design. 9. To discuss any of the above electrical comments please contact Gilbert Martinez at 979.764.6255. Reviewed by: Gilbert Martinez Date: September 4, 2014 FIRE 1) Fire Lane will need to be striped throughout due to the unconventional shape. Note has been added to Cl. 2) If building is required Fire Sprinkler all IFC rules for FS apply Noted, and will comply. 3) Fire Hydrant should be moved for better sight distance from the Dumpsters. Dumpster location has been relocated, please refer to Sheet Cl for new location. Reviewed by: Steve Smith Date: September 3, 2014 SANITATION 1. The dumpster pad shows to be 24x10, but needs to be 24x12 in order to meet Sanitation standards. Dumpster location has been moved and size changed to 12'x12' as shown on Cl. Reviewed by: Wally Urrutia Date: August 21, 2014 (11114/ /44 CITY OF COLLEGE STATION Home of Texas Ae'rM University® n� MEMORANDUM DATE: September 5, 2014 TO: Katie Burch, AIA, via; katie(c�collierconstruction.com FROM: Jerry Cuaron, Staff Planner SUBJECT: FELLOWSHIP CHURCH NEXT STEP PROJECT (SDSP) Staff reviewed the above-mentioned site plan as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review: City of College Station Transmittal Letter; Memo providing written responses to all of staff's comments (identify the specific page that each comment was addressed on or the reason for not addressing the comment); Two (2) 24"x36" revised site plans; One (1) 24"x36" landscaping plan; One (1) 24"x36" grading and erosion control plan; Easement Dedication Sheet and required documents (please note that the Site Plan will not be stamped approved until the Blanket Easement, or all other appropriate easements, have been dedicated to the City of College Station). Please note that this application will expire in 90 days from the date of this memo, if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein. If there are comments that you are not addressing with the revised site plan, please attach a letter explaining the details. If you have any questions or need additional information, please contact Jerry Cuaron at 979-764-5030. PC: Rodger Lewis via; rodgerfellowshipbcs.orq P&DS Project No. 14-00900183 Attachments: Staff Review Comments Planning e Development Services P.O.BOX 9960 • 1 101 TEXAS.AVE.NUE. •COLLEGE STATION •TEXAS •77842 MUT n^n _L'AV n'70 741, 2A OK STAFF REVIEW COMMENTS NO. 1 Project: Fellowship Church Next Step Project (SP 14-00900183) PLANNING 1. Please indicate square footage of proposed office building on site plan. 2. Please input a 15 foot rear setback on site plan. 3. Please remove the future building expansion, future parking lot, and future development off the site plan as these aren't being reviewed at this time and will need to be submitted for review in the future. 4. Please include parking requirements table. Office Building parking is one space per 250 gross square feet. 5. Please include end islands for the end of each parking row. Please provide end islands adjacent to the fire lane turn around in the interior parking rows. 6. Please revise proposed end islands to a minimum width of nine feet. 7. Please revise C-2 to show 8. Please illustrate the intersection of Central Park Lane with Colgate Drive. 9. Please indicate if there will be parking lot lights, if so please show their location and provide the light fixture detail. 10. Please include two dumpster enclosure gates to provide a 12-foot clearance width for each dumpster. 11. Please show mechanical screening needed for HVAC systems. 12. Please provide curb detail per the UDOs Site Design Standards. 13. Please include fixture lighting in site plan. The light source shall not project an opaque housing. No fixture shall directly project light horizontally. 14. Comment to revise sheets included in the plan set to exclude S1-1 — S4-4, A2.01 — A11.05, M-1 15. The maximum width of as driveway is 36 feet when measured at the property line. The proposed driveway exceeds that, please revise. 16. Provide a general note on the site plan that all roof and ground-mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subject lot, measured from a point five feet above grade. Such screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 17. Provide a general note on the site plan that states the following: Exterior building and site lighting will meet the standards of Section 7.11 of the Unified Development Ordinance. The light source shall not project below an opaque housing and no fixture shall directly project light horizontally. Fixtures will be mounted in such a manner that the projected cone of light does not cross any property line. 18. 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: Jerry CuarOn Date: September 3, 2014 LANDSCAPING/STREETSCAPING/BUFFER 1. Please move proposed canopy tree that is located adjacent to fire hydrant. 2. Please add a note to that the caliber of a Crepe Myrtle is measured as per single cane. 3. Please fix the labels for the Streetscape Table to show Crepe Myrtle as 1.25" caliber. 4. Please provide a note stating that the irrigation system must be protected by 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. 5. Please provide a note that All BackFlow devices must be installed and tested upon installation as per City Ordinance 2394. Reviewed by: Jerry Cuaron Date: September 3, 2014 ENGINEERING COMMENTS NO. 1 1. Overall utility plan needs to be indicated on Site Plan since this sheet is only one kept in Site Plan file for future reference and use. Utility demands (average and max) should also be provided. Also provide fire sprinkler demand. 2. I don't think a 6-inch line can provide the combined fire flow and fire sprinkler demands you require without exceeding max velocity of 12 fps. Probably need to extend an 8-inch, reducing down to 6-inch after the hydrant. 3. Provide Fire Flow Report/Letter indicating construction type, square footage, subsequent flow requirement, allowed reduction for sprinklering (50%), and resultant need (flow and number of hydrants). Location of/distance to existing hydrants should also be depicted on Site Plan. I realize most of this information is provided in building plans you submitted, but documentation is needed in file. 4. Show location of FDC. Cannot be any further than 100 feet from fire hydrant. Will water design/fire protection you are proposing work for future building expansion? FDC for future building will also need to be a max of 100 feet from hydrant. If future building's eve or parapet height is greater than 30', 26-foot fire lane required. 5. Isolation gate valve for fire line needs to specify AmPro USE, LL562 lockable lid or equivalent approved by City. 6. Site Utilities Plan does not measure to provided scale. Might be a printing error. 7. Tapping sleeve may only be used if tap diameter is less than or equal to half the main line diameter. Will need to cut in tee and with additional valve on main line. 8. PUE dedication needed for public main outside limits of existing PUE. 9. Structural backfill required on public utilities under pavement. 10. Waterline cover shall be a minimum of 4 feet. For bury less than 4 feet, ductile iron pipe is required with cement stabilized sand backfill. 11. If flowline of connection to sanitary sewer main 2 feet or higher than flowline of existing main, then drop connection required. Provide flow line of service. 12. Development blocking overland flow in drainage easement swale along southwest property line. 13. Outfall from downspout drainage and parking lot shall be graded to drain to creek, not released toward adjacent property. 14. Base flood elevation in this area is 265'. Although flood map may pictorially indicate floodplain off of property, the 265' elevation should be delineated and defined as floodplain on this property. Although you may be exempt from detention requirments, you are proposing fill in the floodplain and need to address impacts. You may want to do a cut/fill balance for encroachment in this floodplain area. 15. Erosion Control - Silt fence does not encompass all disturbed area. Northern third of berm is outside silt fencing. Add inlet protection to inlets in Colgate Drive. Include delineation and detail for construction exit. 16. Driveway connection to Colgate shall refer to Driveway Detail ST2-03. 17. Tree proposed in Landscape Plan may conflict with access to fire hydrant. 18. It is City's preference that screening structures (sanitation) be placed outside any PUE. If maintenance of City utilities requires the removal of the screening structure, it must be replaced at Owner's expense. 19. Sanitation enclosures shall not be placed in drainage flow areas. 20. Striped end islands? 21. Phase Lines? Reviewed by: Carol Cotter Date: September 3, 2014 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. SITE PLAN/PLAT: Developer will provide CSU with a digital, AutoCAD dwg format, version of plat and / or site plan as soon as it is available. Email to: gmartinezcstx.gov. 2. LOAD DATA: The developer will provide load data to CSU as soon as it is available. This information is critical for CSU to accurately determine the size and number of transformers, and other equipment, required to provide service to the project. Failure to provide load data will result in construction delays and, due to clearance requirements, could affect the final building footprint. Delivery time for transformers and other equipment not in stock is approximate 26 weeks. 3. EASEMENTS: Developer provides temporary blanket easement for construction purposes and upon completion of project must provide descriptive easements for electric infrastructure as designed by CSU. 4. If easements are existing, the developer will be responsible for locating easements on site to insure that electrical infrastructure is installed within easement boundaries. GENERAL ELECTRICAL COMMENTS 1. Developer installs conduit per CSU specs and design. 2. CSU will provide drawings for electrical installation. 3. Developer provides 30' of rigid or IMC conduit for each riser conduit. CSU installs riser. 4. Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. 5. If conduit does not exist at designated transformer or other existing devices, developer will furnish and install conduit as shown on CSU electrical layout. 6. Developer pours electric device pads or footings, i.e. transformers, pull boxes, or other device, per CSU specs and design. 7. Developer installs pull boxes per CSU specs and design, Pull boxes provided by CSU. 8. Final site plan must show all proposed electrical facilities necessary to provide electrical service, i.e. transformers, pull boxes, or switchgears, all meter locations, and conduit routing as designed by CSU. 9. To discuss any of the above electrical comments please contact Gilbert Martinez at 979.764.6255. Reviewed by: Gilbert Martinez Date: September 4, 2014 FIRE 1) Fire Lane will need to be striped throughout due to the unconventional shape. 2) If building is required Fire Sprinkler all IFC rules for FS apply 3) Fire Hydrant should be moved for better sight distance from the Dumpsters. Reviewed by: Steve Smith Date: September 3, 2014 SANITATION 1. The dumpster pad shows to be 24x10, but needs to be 24x12 in order to meet Sanitation standards. Reviewed by: Wally Urrutia Date: August 21, 2014 ii'''''' ( *if144141 - CITY OF COLLEGE STATION Home of Texas A&M University' MEMORANDUM DATE: August 19, 2014 TO: Katie Burch, AIA, via; katie@collierconstruction.com FROM: Jerry Cuaron, Staff Planner SUBJECT: FELLOWSHIP CHURCH NEXT STEP PROJECT (SDSP) Thank you for the submittal of your Site Plan - Design Review Board application. Jason Schubert, Principal Planner, Erika Bridges, Graduate Civil Engineer, and I have been assigned to review this project. It is anticipated that the review will be completed and any staff comments returned to you on or before Wednesday, September 3, 2014. If you have questions in the meantime, please feel free to contact us. PC: Rodger Lewis via; rodger©fellowshipbcs.orq P&DS Project No. 14-00900183 Planning 6`Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TEL.979.76 "3:5.,0•FAX. 979.764.3496 "i.:, . .. CITY OF CO:I:..l:.a::'s<.; STATION Home of lexas A&M University° MEMORANDUM \4\ DATE: August 4, 2014 (6'A TO: Katie Burch, AIA, via; katie(cxcollierconstruction.com✓ FROM: Jason Schubert, Principal Planner SUBJECT: FELLOWSHIP CHURCH NEXT STEP PROJECT (SDSP) Thank you for the submittal of the fire flow related documents. The following is the preliminary list of the remaining items needed to complete the submittal. Please submit the following information so this application can be forwarded for review: Provide two full-size copies of plan and profile for the proposed public water line; and Provide a simplified drainage report. Please be aware that if this application is not completed before Monday, September 29, 2014, it will expire and a new application and fees will be necessary to continue the site plan process. For questions regarding the needed engineering documents, please contact Carol Cotter, Senior Assistant City Engineer, at 979.764.3570. Also, if you have other questions, please call me at 979.764.3570 PC: Rodger Lewis via; P&DS Project No. 14-00900183 Planning d'Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE•COLLEGE STATION •TEXAS •77842 TEL.979.764.3 5 70•FAX. 979.76-i.:34 96 cstx.gov/devservices r- FOR OFFICE USE ONLY CASE NO.: C/ DATE SUBMITTED: —(frff" 1144 TIME: 0; CITY OF COLI FGE STATION Home ofTexas AerM University' STAFF: (-1,-b PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. New Project Submittal Incomplete Project Submittal - documents needed to complete an application. Case No.: VA tg3 Existing Project Submittal. Case No.: Project Name k� � CY\✓,C k X4 S+ep Woçc;c: Contact Name AP— ---t)OYCY\ Phone Number 2 �— -4145- We 4145-We are transmitting the following for Planning & Development Services to review and comment(check all that apply): Comprehensive Plan Amendment n Non-Residential Architectural Standards I I Rezoning Application Irrigation Plan Master Development Plan I j Variance Request J Preliminary Plat Development Permit n Final Plat I Conditional Use Permit n Development Plat FEMA CLOMA/CLOMR/LOMA/LOMR - Site Plan n Grading Plan H Special District Site Plan Other- Please specify below Special District Building /Sign - Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: Comprehensive Plan Amendment Waterline Construction Documents I TxDOT Driveway Permit n Sewerline Construction Documents TxDOT Utility Permit U Street Construction Documents Drainage Letter or Report n Easement Application n Fire Flow Analysis I I Other- Please specify Special Instructions: 10/1c) Print.Form (11 CITY OF COLLEGE STATION Home of Texas A&M University' MEMORANDUM DATE: July 23, 2014 Aowt TO: Katie Burch, AIA, via; katie@collierconstruction.Qg FROM: Jason Schubert, AICP, Principal Planner SUBJECT: FELLOWSHIP CHURCH NEXT STEP PROJECT (SDSP) I reviewed the above-mentioned Design Review Board Site Plan application and determined it to be incomplete. The following is the preliminary list of items needed to complete the submittal. Please submit the following information so this application can be forwarded for review: Provide two full-size copies of plan and profile for the proposed public water line; Provide a fire flow analysis report; and Provide a simplified drainage report. Please be aware that if this application is not completed before Monday, September 8, 2014, it will expire and a new application and fees will be necessary to continue the site plan process. For questions regarding the needed engineering documents, please contact Carol Cotter, Senior Assistant City Engineer, at 979.764.3570. Also, if you have other questions, please call me at 979.764.3570 PC: Rodger Lewis via; rodger@fellowshipbcs.org P&DS Project No. 14-00900183 Planning&Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TVI 97Q 7A4. Xc7n .PAY 979 7(,4 349(, ENGINEERING COMMENTS NO. 1 1. Please submit a Letter of Acknowledgment and include City Standard Details. 2. Plat - Typically private infrastructure is not permitted in a PUE. Please add a note indicating that private infrastructure will need to be relocated at the property owner's expense if the PUE is needed. 3. Sh.2 - It looks like the street signs will need to be located on the other side of the sidewalk based on spacing. Please also show the most current street sign detail. 4. Sh.2 - For Street Sign #2, Buffalo Creek LP should be labeled as Cottonwood Creek Ln. 5. Sh.5 - Based on the contours, it looks like there should be silt fence along the end of the property adjacent to Greens Prairie Trl. 6. Sh.6 - How are you proposing to handle cross-lot drainage? 7. Sh.6 - Provide spot elevations at the east end of Wild Creek & at the north end of Cottonwood Creek. 8. Sh.6 - It is unclear how some of the lots should be graded to drain. It may be helpful to add small arrows showing the proposed drainage pattern or additional contours (0.5-ft maybe?). 9. Sh.7 - Provide an outfall detail. Also, show & label longitudinal slopes, the top of berm, and 100-yr WSE. 10. Sh.9 -Add a note regarding the construction of the required temporary fire turnaround. 11. Sh.9 - Should there be ramps where the meandering 4-ft sidewalks intersect the street? 12. Sh.11 - Please make the note at the waterline/force main crossing a little clearer to indicate that FM needs to be embedded in cement stabilized sand. 13. Sh.13 - Please show services to each lot in plan view. 14. Sh.14 - Provide a plan view for the force main. 15. Sh.14 - Please tie the force main into the manhole at the invert (while still matching soffits). 16. Sh.14 - We would prefer that bends be utilized on the force main, as the deflections look like they may be problematic due to the curvature. 17. Water Report - FYI...Since the FM was not sized in the current Sewer Report, it will need to be included with a future section/phase's report. 18. Water Report - (P.2) Please verify with Wellborn SUD that there is only an exisi:ing 6- inch waterline along Royder. It was our understanding that further improvements had been made. 19. Water Report - FYI...We can't issue a Development Permit for this phase until the Creek Meadows Lift Station Ph.2 improvements are complete. 20. FYI...A private drainage easement will need to be dedicated for the detention pond prior to issuance of an LOC for this phase. 21. FYI...Based on the current cost estimate, the DP fee balance due before issuance of the Development Permit is $6,470.68. Reviewed by: Erika Bridges Date: 8/27/14 tNAeaciatm eC. 5, • 3i. -F3Aaecl_tiocA4e_crritgaliL_)i -I-kbert • t°.• aod gail 40A li bk:biU.erer eer evA: A) 1 i.J1%Je 4V - - • ciaiiuuse...? 1. 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CITY OF COI.T.FGE STATION Home of Texas A&M University° neetr e\6 eCl MEMORANDUM 1 x t, ,S 6- c - lJ c)51- GAGE j DATE: September 4, 2014 Cn U t TO: Rabon Metcalf FROM: Jessica Bullock, Staff Planner SUBJECT: CREEK MEADOWS SEC 5 PH 3 (FP) Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and to be scheduled for a future Planning & Zoning Commission meeting: X One (1) 24"x36" copy of the revised final plat; X One (1) 24"x36" grading and erosion control plan; X Thirteen (13) 11"x17" copies of the revised final plat; N/A Easement Dedication Sheet for Temporary Turnaround; One (1) Mylar original of the revised final plat (required after P&Z approval). and One (1) copy of the digital file of the final plat on diskette or e-mail to: pdsdigitalsubmittalCa�cstx.gov. Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that this application will expire in 90 days from the date of this memo, if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein. If all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting. http://www.cstx.qov/pz Please note that a Mylar original of the revised final plat will be required after P&Z approval and prior to the filing of the plat. If you have any questions or need additional information, please call me at 979.764.3570. Attachments: Staff Review Comments PC: Randy Lowry, Creek Meadows Partners, LP, via; chris a[�oldhamgoodwin.com P&DS Project No. 14-00900192 Planning el-Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TF! 070 7/.A Zc7( .FAY Q7(1 7(A qAQ( STAFF REVIEW COMMENTS NO. 1 Project: Creek Meadows Sec 5 Ph 3 (Fp) (14-00900192) PLANNING 1. The lines on Block 6 Lot 2 and Block 9 Lot 6 appear to be buildable area, please remove. Revised accordingly. rilVd b 2. Common area 00 shows a length of 30'. Please revise to show 22.87 and then change the ,Chord length from 160.70 to 160.57. Revised accordingly. S{zlt cbesn'4- edek LAD. Grp k 03!Please note all the volume and page for adjacent phase and PUE's before filing. p.1 2 Understood. Note 10 on the Preliminary Plan shows there is an existing underground "Energy Transfer" gas line that is no longer active or in service. Please confirm that this gas line does not run through this section. If it does, it will need to be abandoned before the final plat can be approved. Per our phone conversation (9/9/14) this line is abandoned and has been removed at several locations. Add a note stating that common areas are not buildable for residential purposes as indicated on the Preliminary Plan. See revised HOA Note #2. -6 Please confirm that this section is for single family lots. If so, please remove building /setbacks for multi-family under HOA notes. Revised accordingly. Remove note 5 under HOA. The city maintains all street lights. Revised accordingly. Under Certificate of Planning and Zoning Commission, remove the portion under the chairman signature line. Revised accordingly. 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. Understood. 1-0. For the temporary turnaround for Fire and Sanitation services: Not required per our phone conversation (9/9/10). • An Easement Dedication Sheet and all necessary attachments must be submitted for review prior to the final plat being scheduled for a P&Z meeting; • The Temporary Turnaround Easement must be filed at the courthouse and the recording information included on the Final Plat prior to the plat being filed at the courthouse. 11. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. Understood. Reviewed by: Jessica Bullock Date: 9/3/2014 ENGINEERING COMMENTS NO. 1 1. Please submit a Letter of Acknowledgment and include City Standard Details. 2. Plat—Typically private infrastructure is not permitted in a PUE. Please add a note indicating that private infrastructure will need to be relocated at the property owner's expense if the PUE is needed. Revised accordingly. 3. Sh.2 — It looks like the street signs will need to be located on the other side of the sidewalk based on spacing. Please also show the most current street sign detail. Revised accordingly. 4. Sh.2 — For Street Sign #2, Buffalo Creek LP should be labeled as Cottonwood Creek Ln. Revised accordingly. 5. Sh.5 - Based on the contours, it looks like there should be silt fence along the end of the property adjacent to Greens Prairie Trl. Revised accordingly. 6. Sh.6- How are you proposing to handle cross-lot drainage? Notes added commenting on existing, proposed, and future rear yard private drainage systems. 7. Sh.6 - Provide spot elevations at the east end of Wild Creek & at the north end of Cottonwood Creek. Information addressed on Sheets 8 & 9. 8. Sh.6 - It is unclear how some of the lots should be graded to drain. It may be helpful to add small arrows showing the proposed drainage pattern or additional contours (0.5-ft maybe?). Drainage directions arrows provided. 9. Sh.7 - Provide an outfall detail. Also, show & label longitudinal slopes, the top of berm, and 100-yr WSE. Revised accordingly. 10. Sh.9 - Add a note regarding the construction of the required temporary fire turnaround. Revised accordingly. 11. Sh.9 - Should there be ramps where the meandering 4-ft sidewalks intersect the street? Deleted per our phone conversation (9/9/14). 12. Sh.11 - Please make the note at the waterline/force main crossing a little clearer to indicate that FM needs to be embedded in cement stabilized sand. Illustrated and labeled on sheet 14. 13. Sh.13- Please show services to each lot in plan view. Revised accordingly. 14. Sh.14- Provide a plan view for the force main. Revised accordingly. 15. Sh.14 - Please tie the force main into the manhole at the invert (while still matching soffits). Lowered flowline so that there is a 1.32' maximum drop, but I left the discharege fitting at the manhole. 16. Sh.14 - We would prefer that bends be utilized on the force main, as the deflections look like they may be problematic due to the curvature. Revised accordingly. 17. Water Report- FYI...Since the FM was not sized in the current Sewer Report, it will need to be included with a future section/phase's report. Understood. 18. Water Report - (P.2) Please verify with Wellborn SUD that there is only an existing 6-inch waterline along Royder. It was our understanding that further improvements had been made. As we discussed the water line along Royder Road has no influence on the hydraulic analysis of this phase. This comment will be updated in future reports. 19. Water Report - FYI...We can't issue a Development Permit for this phase until the Creek Meadows Lift Station Ph.2 improvements are complete. 20. FYI...A private drainage easement will need to be dedicated for the detention pond prior to issuance of an LOC for this phase. Understood. 21. FYI...Based on the current cost estimate, the DP fee balance due before issuance of the Development Permit is $6,470.68. Updated cost estimate attached. Reviewed by: Erika Bridges Date: 8/27/14 FIRE 1. No more than thirty (30) dwelling units without secondary access. See Sheet GP-01 for secondary access location. Reviewed by: Steve Smith Date: 8/19/14 SANITATION 1. Sanitation is ok with this project. Reviewed by: Wally Urrutia Date: 8/20/14 Grt CITY OF COLI,liGE STATION Home of Texas A&M University' MEMORANDUM DATE: September 4, 2014 TO: Rabon Metcalf, via; rabon(c�rmengineer.com FROM: Jessica Bullock, Staff Planner SUBJECT: CREEK MEADOWS SEC 5 PH 3 (FP) Staff reviewed the above-mentioned final plat as requested. The following page is a list of staff review comments detailing items that need to be addressed. Please address the comments and submit the following information for further staff review and to be scheduled for a future Planning & Zoning Commission meeting: One (1) 24"x36" copy of the revised final plat; One (1) 24"x36" grading and erosion control plan; Thirteen (13) 11"x17" copies of the revised final plat; Easement Dedication Sheet for Temporary Turnaround; One (1) Mylar original of the revised final plat (required after P&Z approval); and One (1) copy of the digital file of the final plat on diskette or e-mail to: pdsdigitalsubmittalcstx.gov. Upon receipt of the required documents for the Planning & Zoning meeting, your project will be considered formally filed with the City of College Station. Please note that this application will expire in 90 days from the date of this memo, if the applicant has not provided written response comments and revised documents to the Administrator that seek to address the staff review comments contained herein. If all comments have not been addressed your project will not be scheduled for a Planning & Zoning Commission meeting. Your project may be placed on a future agenda once all the revisions have been made and the appropriate fees paid. Once your item has been scheduled for the P&Z meeting, the agenda and staff report can be accessed at the following web site on Monday the week of the P&Z meeting. http://www.cstx.qov/pz Please note that a Mylar original of the revised final plat will be required after P&Z approval and prior to the filing of the plat. If you have any questions or need additional information, please call me at 979.764.3570. Attachments: Staff Review Comments PC: Randy Lowry, Creek Meadows Partners, LP, via; chrisoldhamqoodwin.com i.•" P&DS Project No. 14-00900192 Planning ta''Development Services P.O.BOX 9960 • 1.101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 Zc711.PAY 974 764 1496 STAFF REVIEW COMMENTS NO. 1 Project: Creek Meadows Sec 5 Ph 3 (Fp) (14-00900192) PLANNING 1. The lines on Block 6 Lot 2 and Block 9 Lot 6 appear to be buildable area, please remove. 2. Common area 00 shows a length of 30'. Please revise to show 22.87 and then change the Chord length from 160.70 to 160.57. 3. Please note all the volume and page for adjacent phase and PUE's before filing. 4. Note 10 on the Preliminary Plan shows there is an existing underground "Energy Transfer" gas line that is no longer active or in service. Please confirm that this gas line does not run through this section. If it does, it will need to be abandoned before the final plat can be approved. 5. Add a note stating that common areas are not buildable for residential purposes as indicated on the Preliminary Plan. 6. Please confirm that this section is for single family lots. If so, please remove building setbacks for multi-family under HOA notes. 7. Remove note 5 under HOA. The city maintains all street lights. 8. Under Certificate of Planning and Zoning Commission, remove the portion under the chairman signature line. 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. 10. For the temporary turnaround for Fire and Sanitation services: • An Easement Dedication Sheet and all necessary attachments must be submitted for review prior to the final plat being scheduled for a P&Z meeting; • The Temporary Turnaround Easement must be filed at the courthouse and the recording information included on the Final Plat prior to the plat being filed at the courthouse. 11. Please note that you may be required to submit paid tax certificates if they are not current prior to the filing of your plat. Reviewed by: Jessica Bullock Date: 9/3/2014 ENGINEERING COMMENTS NO. 1 1. Please submit a Letter of Acknowledgment and include City Standard Details. 2. Plat —Typically private infrastructure is not permitted in a PUE. Please add a note indicating that private infrastructure will need to be relocated at the property owner's expense if the PUE is needed. 3. Sh.2 — It looks like the street signs will need to be located on the other side of the sidewalk based on spacing. Please also show the most current street sign detail. 4. Sh.2 — For Street Sign #2, Buffalo Creek LP should be labeled as Cottonwood Creek Ln. 5. Sh.5 — Based on the contours, it looks like there should be silt fence along the end of the property adjacent to Greens Prairie Trl. 6. Sh.6 — How are you proposing to handle cross-lot drainage? 7. Sh.6 — Provide spot elevations at the east end of Wild Creek & at the north end of Cottonwood Creek. 8. Sh.6 — It is unclear how some of the lots should be graded to drain. It may be helpful to add small arrows showing the proposed drainage pattern or additional contours (0.5-ft maybe?). 9. Sh.7 — Provide an outfall detail. Also, show & label longitudinal slopes, the top of berm, and 100-yr WSE. 10. Sh.9 —Add a note regarding the construction of the required temporary fire turnaround. 11. Sh.9 — Should there be ramps where the meandering 4-ft sidewalks intersect the street? 12. Sh.11 — Please make the note at the waterline/force main crossing a little clearer to indicate that FM needs to be embedded in cement stabilized sand. 13. Sh.13 — Please show services to each lot in plan view. 14. Sh.14 — Provide a plan view for the force main. 15. Sh.14 — Please tie the force main into the manhole at the invert (while still matching soffits). 16. Sh.14 — We would prefer that bends be utilized on the force main, as the deflections look like they may be problematic due to the curvature. 17. Water Report — FYI...Since the FM was not sized in the current Sewer Report, it will need to be included with a future section/phase's report. 18. Water Report — (P.2) Please verify with Wellborn SUD that there is only an existing 6-inch waterline along Royder. It was our understanding that further improvements had been made. 19. Water Report — FYI...We can't issue a Development Permit for this phase until the Creek Meadows Lift Station Ph.2 improvements are complete. 20. FYI...A private drainage easement will need to be dedicated for the detention pond prior to issuance of an LOC for this phase. 21. FYI...Based on the current cost estimate, the DP fee balance due before issuance of the Development Permit is $6,470.68. Reviewed by: Erika Bridges Date: 8/27/14 FIRE 1. No more than thirty (30) dwelling units without secondary access. Reviewed by: Steve Smith Date: 8/19/14 SANITATION 1. Sanitation is ok with this project. Reviewed by: Wally Urrutia Date: 8/20/14 CITY OF COLI:EGE STATION Home of Texas Ad-M University° MEMORANDUM DATE: August 18, 2014 TO: Rabon Metcalf, via; rabon(a7rmengineer.com FROM: Jessica Bullock, Staff Planner SUBJECT: CREEK MEADOWS SEC 5 PH 3 (FP) Thank you for the submittal of your Final Plat - Residential application. Erika Bridges, Graduate Civil Engineer, and I have been assigned to review this project. It is anticipated that the review will be completed and any staff comments returned to you on or before Tuesday, September 2, 2014. If you have questions in the meantime, please feel free to contact us. PC: Randy Lowry, Creek Meadows Partners, LP, via; chrisAoldhamgoodwin.com P&DS Project No. 14-00900192 Planning&Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TEL.979.764.3570 • FAX. 979.764.34%