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HomeMy WebLinkAboutApplication & Staff CommentsP&Z CASE NO.: ' /(f' _ FOR OFF~C . Sj )'ANL Y OATESUBMITIE~' z,:;,f fll, . CITY OF COLLEGE STATION Planning & Development Services FINAL 'PLAT APPLICATION .Of'?t1 l~ (Check one) D Minor ($300.00) D Amending ($300.00) Is this plat in the ETJ? D Yes fXI Nc1 fXI Final ($400.00) D Vacating ($400.00) D Replat ($600.00)* *Includes public hearing fee The following items must be submitted by ci.n established filing deadline date for P&Z Commission consideration. MINIMUIVI SUBMITTAL REQUIREMENTS: NIA Filing Fee (see above) NOTE: Multiple Sheets -$55.00 per additional sheet NIA Variance Request to Subdivision Re~1ulations -$100 (if applicable) L. Development Permit Application Fee of $200.00 (if applicable). L. Infrastructure Inspection Fee of $600.00 (applicable if any public infrastructure is being constructed) L. Application completed in full. NIA Copy of original deed restrictions/covenants for replats (if applicable). L. Fourteen (14) folded copies of plat. (A signed mylar original must be submitted after staff review.) L. Paid tax certificates from City of Colh~ge Station, Brazos County and College Station l.S.D. L. A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. L. Two (2) copies of public infrastructur1~ plans associated with this plat (if applicable). NIA Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Date of Preapplication Conference:_.._N .... IA _____________________ _ NAME OF SUBDIVISION University Summit, Phase One SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) FM 60-University Drive East APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Rabon A. Metcalf, P.E. (RME Consulting Engineers) Street Address P .0. Box 9253 State TX Zip Code _7'""'7-"'8'""'42=----- Phone Number (979) 690-0329 City College Station E-Mail Address rabon@rmengineer.com Fax Number (979) 690-0329 PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners}: Name 3060 Development, LLC -c/o M.-ik=e-"'D""'a=v-=is"'""(=M=a=n=ag..,.i=ng..._._P-=a-=rt=ne=r""") _____________ _ Street Address 4002 Aspen Drive City Bryan State TX Zip Code ~77'"-'8~0~1 ____ _ E-Mail Address mikedavis@suddenlink.net Phone Number (979) 777-2846 Fax Number _~-~-~-~~--~~- ARCHITECT OR ENGINEER'S INFORMATION: Name Same As Applicant SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following de:velopment specific site/waterway alterations: University Summit, Phase One ACKNOWLEDGMENTS: I, Rabon A. Metcalf, P .E. , design engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of approval of this permit application, I agree to construct the improvements proposed in this a lication according to ese documents and the requirements of Chapter 13 of the College Station City Code. Contractor CERTIFICATIONS: (for proposed alterations v1ithin designated flood hazard areas.) A I, Rabon A. Metcalf, P.E. _certify that any nonresidential structure on or proposed to be on this site as part of this application is design ed to pre .rent damage to the structure or its contents as a result of flooding from the 100 r storm.~---- Engineer .--) Date B. I, NIA certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, prop1)sed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, Rabon A. Metcalf, P.E. , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent ith requirements of the City of College Station City Code, Chapter 13 concerning encroachment of floodways a of floodway fringes. D. I, Rabon A. Metcalf, P.E. year flood above elevation esta Date _, do certify that the proposed alterations do not raise the level of the 100 hed in the latest Federal Insurance Administration Flood Hazard Study. 7/7 /os Date ' ' Conditions or comments as part of approval: In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and Bedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. Do any deed restrictions or covenants exist for this property? Yes __ No _X __ Is there a temporary blanket easement on this property? If so, please provide the Volume and Page # __ _ Acreage -Total Property 6.156 Total# of Lots 1 R-0-W Acreage ..!.'1.:....:.4=93:<..,_ __ _ Existing Use: Vacant --------Proposed Use: Commercial ----------- Number of Lots By Zoning District ...:..1 __ /C-1 ___ / __ _ ___ / __ _ Average Acreage Of Each Residential Lot By Zoning District: ___ / ./ __ _ ___ / __ _ Floodplain Acreage ~0-~0 _____ _ A statement addressing any differences betwe·~n the Final Plat and approved Master Plan and/or Preliminary Plat (if applicable): N/A Requested Variances To Subdivision Regulations & Reason For Same: ---------------- N/A Requested Oversize Participation:----·------------------------ N/A Total Linear Footage of Proposed Public: 1.246 Streets 21372 Sidewalks 21651 Sanitary Sewer Lines 11593 Water Lines Channels 11166 Storm Sewers Bike Lanes I Paths F·arkland Dedication due prior to filing the Final Plat: P.CREAGE: ___ # of acres to be dedicated + $ ____ development fee ___ # of acres in floodplain ___ # of acres in detention ___ # of acres in greenways OR FEE IN LIEU OF LAND: ___ # of Single-Family Dwelling Units X $556 = $ ___ _ ______ (date) Approved by Parks & Recreation Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITIED PRIOR TO FILING. The applicant has prepared this application arid certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. The undersigned hereby requests approval by the City of College Station of the above-identified final plat and attests that this request does not amend any covenants or restrictions associated with this plat. Date ~z ENGINEERING COMMENTS NO. 1 1. Please submit a letter of acknowledgement. If not using City standard details, please explain how the provided details differ. 2. Please revise cost estimate to reflect material changes as a result of the required revisions. 3. Please submit Appendix D of the BCS United Stormwater Design Guidelines as a supplement to the drainage report. 4. Please include City and TxDOT standard details in the construction plan set. 5. Please provide sizing calculations for the proposed culvert at High Summit St. and University Drive. 6. Sheet 5 -The 48-in flowline is labeled as 293.70 on sheet 5 and 293.75 on sheet 8. Please revise. 7. Sheet 7 -It appears that there is more than 300 ft. between manholes on High Summit St. Please revise. t 7 & ase sho inu the s r ine at Sta ion + 5. Sheet -Cement s a lilized sand bedding is required for the 48-in RCP storm sewer pipes per City standard details and specifications. 10. Sheet 12 -Please include the flowline, size, and slope of the existing sanitary sewer line at the manhole you are proposing tying into. 11. Sheet 12 -The 30-ft wide Pedestrian Walkway and PUE is not shown as 30 feet wide on the plans. 12. Sheet 12 & Plat -Portions of the proposed sanitary sewer line are 14 ft. deep or deeper and are required to be in a 30-ft PUE. The proposed PUE must also at continue at least 5.5-ft beyond the centerline of the pipe at Sta. 4+56.35. 13. Sheet 13 & Plat -The proposed sanitary sewer line is 6 ft. deep or deeper and is required to be in a 20-ft PUE. 'O.f'l18el..13, 14 lat- encom s the sto and sarn sewer. t'. \!V\1f\. ~-f-t 15. Sheet 14 -It appears that the listegaflowlines between Sta. 16+10.29 and Sta. 18+51.55 need to be revised. · 16. Sheet 14 -Please verify that there is 5.5 ft. from the edge of the PUE to the centerline of the storm sewer pipe. he 14 & -Due the de'"''""--r.• a acen o the R along estern s1 of High Summit St. 18. Sheet 16 -Please provide signed, sealed plans for the proposed retaining wall. fR{ ~II ~':)-/\, J?e 19. Plat -The 10-ft and 20-ft PU Es along the eastern and western sides of High Summit St. ~ ? need to be dedicated by separate instrument prior to plan approval. nettl"t>A.. 20. Plat -Please dedicate a 15-ft PUE by separate instrument for the water infrastructure YI~ .. extending south of the plat boundary. The easement must be recorded prior to final plan f'd'm1+ · approval. 21. Plat -The separate instrument for the temporary cul-de-sac easement must be recorded prior to final plan approval. 22. Plat -Please show the limits of University Drive right-of-way on the face of the plat. " 23. Drainage Report -Please submit hydraulic gradeline calculations for the 100-yr storm. 2~. Drai e ReP-Post-Dev ent flows f entire site s e !owe "e velop t flows. 25. Drainage Report -Table #4, Pg. 10 shows a runoff value of 12.33cfs for Area P2 and the data in Section 3.0 indicates that value should be 12.23cfs. Please rectify. 26. Drainage Report -It does not appear that the Runoff Values and Required Lengths listed in Table #7 match the values in Section 5.0. Please clarify. 27. Drainage Report -The "n" value of 0.012 listed under the Curb Inlet Notes does not match the "n" value of 0.014 listed in Section 5.0. Please revise. 28 . Drainage Report -On Pg. 17 a roughness coefficient for ADS pipe should be listed under system criteria. Please revise calculations in Section 5.0 to utilize the correct coefficient. 29. Sanitary Sewer Report -Please indicate how many units per acre were assumed for high- Q density and medium-density residential sanitary sewer flow calculations. ~Easement required for unplatted detention basin area? Reviewed by: Erika Bridges Date: 8/4/08 \1ru Y\RJ!:~S ~ \{)U\\Acl.e ~Ov'\ fcncl, AD ~~ ~ Y\~ ~ ~ ~ G.e,\Jel~ flows ftr fh~J OJt., \~ ..f\\~ ~-cleu. ~ov~r.5 . ~ f\~~ ~;+ ~-+er ~ s~ ~r+ -ft< fh· 1. * t>~lj)til){\ fDY'd ~cb -\v \:2e, !A_ c~ ~ ~ ~ V\\Ylo ~~ {'~~l w ~rvtttiV1;1lj n-.