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Staff Review • 3 (frffil" CITY OF COI IFGE STATION Home of Texas A&M University' MEMORANDUM DATE: September 19, 2014 TO: Rabon Metcalf, RME Consulting Engineers, via; rabon(c�rmengineerinq.com FROM: Jessica Bullock, Staff Planner SUBJECT: CREEK MEADOWS SEC 3 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 One (1) Mylar original of the revised final plat; and One (1) copy of the digital file of the final plat on diskette or e-mail to: pdsdigitalsubmittal(c�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: Creek Meadows Partners, via; chris(a oldhamgoodwin.com P&DS Project No. 14-00900204 Planning er Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TFT 070 744 RG711 .FAX Q7Q 744 R4 QA STAFF REVIEW COMMENTS NO. 1 Project: Creek Meadows Sec 3 Ph 3 (FP) (14-00900204) PLANNING 1. jAdjacent lot#1 is shown as Lauri A Ewers, please revise. Revised accordingly. (On block 7, lots 1 and 4, L4 and L5 will be treated as the side for setbacks. If you want to remove the "diagonal" corners, it would be a replat because it changes the boundaries of the adjacent already platted property. To do that now, you would need to revise the application and plat to include the platted common area as a replat. It could also be done as an _ /amending plat after both properties are platted. Understood. t,3! pease label the 20' PUE on block 7. Revised accordingly. Please provide a title report that is within 90 days. Emailed NTC (dated 9/3/14). 6/Please remove building setbacks for multi-family under HOA notes. Revised accordingly. lRemove note 5 under HOA. The city maintains all street lights. Revised accordingly. Z/ Just a reminder to note all the volume and page for adjacent phase and PUE's before filing. &Anderstood. nder Certificate of Planning and Zoning Commission, remove the portion under the chairman signature line, "attest" and "secretary". Revised accordingly. e/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. Understood. W. 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: 9/12/14 ENGINEERING COMMENTS NO. 1 1. Please submit a Letter of Acknowledgment and include City Standard Details. Attached. 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 — Block 6, Lots 7 & 8 show a long sewer lead protruding into the lot. Revised accordingly. 5. Sh.2 — Update street block numbers per Robin Krause's comments. Revised accordingly. 6. Sh.5 — Please add silt fence downstream along the northwestern property line. Revised accordingly. 7. 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. Revised accordingly. 8. Sh.6 — It appears that in some cases the pad elevation matches the top of grate elevation for the private storm drain. Shouldn't the grate elevations be lower than the pad? Revised accordingly. Also, please note that the primary purpose of this drainage system is to intercept upstream runoff from neighboring lots. Runoff from these rear yards are designed to convey to the street via the side yards. Also, the FFE is anticipated to be approximately 6" higher than the proposed pad elevation. 9. Sh.7 — Should there be a flume added to the pond to channelize flow from the discharge? Per our phone conversation (9/23/14) no flume will be required, but rock rip-rap was added at the headwall. 10. Sh.8 - The waterline should be a maximum 5-ft deep where possible. Revised accordingly. 11. Sh.8 - At the water/sanitary sewer crossing, please also add a note that the sewer line will need to be inspected and replaced with pressure rated pipe if it shows signs of leakage. The waterline should be centered between joints of sewer pipe, as well. Revised accordingly. 12. Sh.8 - Since this sheet includes sanitary sewer as well, please include it in the title. Revised accordingly. 13. Sh.8 - Verify that all dwellings will be within 500-ft of a fire hydrant. FYI...It may be helpful to include a direction arrow and distance to the nearest hydrant for existing ones previous sections. See Sheet#2 for existing fire hydrant layout and spacing. 14. Water Report - (P.2) Please verify with Weilbom SUD that there is only an existing 6-inch waterline along Royder. It was our understanding that further improvements had been made. Verified with Stephen Cast. Water system described in the report, along Royder, is current. 15. Water Report - FYI...We can't issue a Development Permit for this phase until the Creek Meadows Lift Station Ph.2 improvements are complete. Understood. 16. Drainage Report - (P.7) Update the street names in Table #2. Also, it may be helpful to include a column indicating carry-over drainage from upstream. Updates attached. 17. Drainage Report - Include the current final plat, drainage area map, and street plan-and- profile drawing. Updates attached. 18. FYI...Based on the current cost estimate, the DP fee balance due before issuance of the Development Permit is $2,581.34. Updated Cost Estimate attached. Reviewed by: Erika Bridges Date: 9/18/14 EL CTRICAL COMMENTS This project location is outside of CSU certification area. CSU will not provide electric /service to this project location. C-2' To discuss any of the above electrical comments please contact Gilbert Martinez at 979.764.6255 Reviewed by: Gilbert Martinez Date: 9/18/14 SANITATION ()Sanitation is ok with this project. Reviewed by: Wally Urrutia Date: 9/18/14 ADDRESSING 1. Addresses for this project will be verified and distributed after the final plat has been approved and filed at the Brazos County Courthouse. 2. The proposed street names have been preliminarily approved and will be re-verified prior to filing any plats to ensure no duplicate street names are being created within Brazos County. 3. Block Ranges: 15000 Shady Brook Ln @ 4000 Sunny Meadow Brook Ct Revised accordingly. Reviewed by: Robin Krause, Permit Technician Date: 8/29/14 CITY OF COLLEGE STATION — Home of Texas Ad'M University' C MEMORANDUM DATE: September 19, 2014 TO: Rabon Metcalf, RME Consulting Engineers, via; rabon@rmengineerinq.com FROM: Jessica Bullock, Staff Planner SUBJECT: CREEK MEADOWS SEC 3 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 One (1) Mylar original of the revised final plat; and One (1) copy of the digital file of the final plat on diskette or e-mail to: pdsdigitalsubmittalna 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: Creek Meadows Partners, via; chris(a�oldhamgoodwin.com P&DS Project No. 14-00900204 Planning 6'Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TEL.979.764.3570•FAX. 979.764.3496 STAFF REVIEW COMMENTS NO. 1 Project: Creek Meadows Sec 3 Ph 3 (FP) (14-00900204) PLANNING 1. Adjacent lot#1 is shown as Lauri A Ewers, please revise. 2. On block 7, lots 1 and 4, L4 and L5 will be treated as the side for setbacks. If you want to remove the "diagonal" corners, it would be a replat because it changes the boundaries of the adjacent already platted property. To do that now, you would need to revise the application and plat to include the platted common area as a replat. It could also be done as an amending plat after both properties are platted. 3. Please label the 20' PUE on block 7. 4. Please provide a title report that is within 90 days. 5. Please remove building setbacks for multi-family under HOA notes. 6. Remove note 5 under HOA. The city maintains all street lights. 7. Just a reminder to note all the volume and page for adjacent phase and PUE's before filing. 8. Under Certificate of Planning and Zoning Commission, remove the portion under the chairman signature line, "attest" and "secretary". 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. 10. 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: 9/12/14 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 - Block 6, Lots 7 & 8 show a long sewer lead protruding into the lot. 5. Sh.2 - Update street block numbers per Robin Krause's comments. 6. Sh.5 - Please add silt fence downstream along the northwestern property line. 7. 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. 8. Sh.6 - It appears that in some cases the pad elevation matches the top of grate elevation for the private storm drain. Shouldn't the grate elevations be lower than the pad? 9. Sh.7 - Should there be a flume added to the pond to channelize flow from the discharge? 10. Sh.8 -The waterline should be a maximum 5-ft deep where possible. 11. Sh.8 - At the water/sanitary sewer crossing, please also add a note that the sewer line will need to be inspected and replaced with pressure rated pipe if it shows signs of leakage. The waterline should be centered between joints of sewer pipe, as well. 12. Sh.8 - Since this sheet includes sanitary sewer as well, please include it in the title. 13. Sh.8 - Verify that all dwellings will be within 500-ft of a fire hydrant. FYI...It may be helpful to include a direction arrow and distance to the nearest hydrant for existing ones previous sections. 14. 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. 15. Water Report — FYI...We can't issue a Development Permit for this phase until the Creek Meadows Lift Station Ph.2 improvements are complete. 16. Drainage Report — (P.7) Update the street names in Table #2. Also, it may be helpful to include a column indicating carry-over drainage from upstream. 17. Drainage Report — Include the current final plat, drainage area map, and street plan-and- profile drawing. 18. FYI...Based on the current cost estimate, the DP fee balance due before issuance of the Development Permit is $2,581.34. Reviewed by: Erika Bridges Date: 9/18/14 ELECTRICAL COMMENTS 1. This project location is outside of CSU certification area. CSU will not provide electric service to this project location. 2. To discuss any of the above electrical comments please contact Gilbert Martinez at 979.764.6255 Reviewed by: Gilbert Martinez Date: 9/18/14 SANITATION 1. Sanitation is ok with this project. Reviewed by: Wally Urrutia Date: 9/18/14 ADDRESSING 1. Addresses for this project will be verified and distributed after the final plat has been approved and filed at the Brazos County Courthouse. 2. The proposed street names have been preliminarily approved and will be re-verified prior to filing any plats to ensure no duplicate street names are being created within Brazos County. 3. Block Ranges: 15000 Shady Brook Ln @ 4000 Sunny Meadow Brook Ct Reviewed by: Robin Krause, Permit Technician Date: 8/29/14 ( Ile14414 CITY OF COLLEGE STATION Home of Texas A&M University' MEMORANDUM DATE: August 29, 2014 TO: Rabon Metcalf, RME Consulting Engineers, via; rabon@rmengineerinq.com FROM: Jessica Bullock, Staff Planner SUBJECT: CREEK MEADOWS SEC 3 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 Friday, September 12, 2014. If you have questions in the meantime, please feel free to contact us. PC: Creek Meadows Partners, via; chris@oldhamgoodwin.com tf P&DS Project No. 14-00900204 Planning er Development Services P.O.BOX 9960 • 1101 TEXAS AVENUE •COLLEGE STATION •TEXAS •77842 TEL.979.764.3570 •FAX. 979.764.3496 Jessica Bullock From: Rabon Metcalf <rabon@rmengineer.com> Sent: Wednesday, September 17, 2014 3:09 PM To: Jessica Bullock; 'Chris Rhodes' Subject: Creek Meadows, S3P3 - College Station, TX: Chamfer for Lots 1 &4, Block 7 Jessica: Per our conversation yesterday the chamfered corners, for the two referenced lots, will be treated as sideyard setbacks. Therefore with a 20' rear yard setback, 5' wide sideyard setback, and the chambers being 20' deep....no buildable area should be lost. Thanks for the help on this matter. Rabon A. Metcalf, P.E., C.F.M. /..... — . Il iersitsignitENrIg r N 3800 SH No. 6, Suite 108G <77845> P.O. Box 9253 College Station, TX 77842 Off:(979) 764-0704 Fax: (979) 764-0704 1 ENGI EERING COMMENTS NO. 1 Please submit a Letter of Acknowledgment and include City Standard Details. . Plat - Typically private infrastructure is not permitted in a PUE. Please add a note EN dicating that private infrastructure will need to be relocated at the property owner's expense if the PUE is needed. . Sh.2 - It looks like the street signs will need to be located on the other side of the .dewalk based on spacing. Please also show the most currit street sign detail. Sh.2 - Block 6, Lots 7 & 8 show a long sewer lead protruding into the lot. S .2 - Update street block numbers per Robin Krause's comments. .5 - Please add silt fence downstream along the northwestern property line. / h . Sh.6 - It is unclear how some of the lots should be graded to drain. It may be helpful to dd small arrows showing the proposed drainage pattern. h.6 - It appears that in some cases the pad elevation matches the top of grate Se elevation for the private storm drain. Shouldn't the grate elevations be lower than the pad? OIL? 9.) s .7 - Should there be a flume added to the pond to channelize flow from the Aischarge? V. S .8 - The waterline should be a maximum 5-ft deep where possible. .8 - At the water/sanitary sewer crossing, please also add a note that the sewer line 1he 'II need to be inspected and replaced with pressure rated pipe if it shows signs of eakage. The waterline should be centered between joints of sewer pipe, as well. . Sh.8 - Since this sheet includes sanitary sewer as well, please include it in the title. �C5c 1)Sh.8 - Verify that all dwellings will be within 500-ft of a fire hydrant. FYI...lt may be i helpful to include a direction arrow and distance to the nearest hydrant for existing ones `to C)6AY\A.AT5 , previous sections. 0 ater 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. X11 @ Water Report - FYI...We can't issue a Development Permit for this phase until the reek Meadows Lift Station Ph.2 improvements are complete. 1 Drainage Report - (P.7) Update the street names in Table #2. Also, it may be helpful to /include a column indicating carry-over drainage from upstream. 1V Drainage Report - Include the current final plat, drainage area map, and street plan- , and-profile drawing. F\,I 18YI...Based on the current cost estimate, the DP fee balance due before issuance of the > "YDevelo Development Permit is $2,581-34._ p 2,c3��.464 New 0/016C_,Q, Reviewed by: Erika Bridges Date: 9/18/14