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Home My WebLink About14-77CASE NO.: DATE SUBMITTED : ~~t-=--+-'~ TIME : q '.'?JO CITY OI' COLLEG E STATION Home of Texas A &M University • SITE PLAN APPLICATION GENERAL STAFF: _..._ft.~7 .... 1 _______ _ MINIMUM SUBMITTAL REQUIREMENTS: $932 Site Plan Application Fee . $350 Non-Residential Architectural Standards I Northgate Building Review Application Fee (if applicable). $600 (minimum) Development Permit Application I Public Infrastructure Review and Inspection Fee . Fee is 1 % of acceptable Engineer's Estimate for public infrastructure, $600 min imum (if fee is > $600 , the balance is due prior to the issuance of any plans or development permit). Application completed in full. This application form provided by the City of College Station must be used and may not be adjusted or altered . Fourteen (14) folded copies of site plan . One (1) folded copy of the landscape plan. One (1) copy of the following for Non-Residential Architectural Standards building review or Northgate Building Review (if applicable). ~ Building elevations to scale for all buildings . ~ A list of building materials for all facade and screening . ~ Color samples for all buildings or list colors to be used from the approved color palette . ~ Electronic copy of Site Plan e-mailed to csuelectdesign@cstx.gov . Two (2) copies of the grading , drainage , and erosion control plans with supporting drainage report . Two (2) copies of the Public infrastructure plans and supporting documents (if applicable). Traffic Impact Analysis or calculations of projected vehicle trips showing that a TIA is not necessary for the proposed request (if applicable). The attached Site Plan Non-Residential Architectural Standards Building Review and Northgate Building Review checklists (as applicable) with all items checked off or a brief explanation as to why they are not check off. Date of Opt ional Preapplication or Stormwater Management Conference NAME OF PROJECT """C--'-o-'--'rt"'""ie-'-rs"----"G--'-a-'-'-lle"'"'ry...._ ___________________________ _ ADDRESS 4121 State Highway 6 LEGAL DESCRIPTION (Lot , Block , Subdivision) 1.503 Acres, Part of Lot 1 Block 1 Cooper's Subdivision APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name James Murr E-mail james@cortiers.com Street Address 3600 State Highway 6 S, Ste . 100 City College Station State TX Zip Code 77845 ----------------- Phone Number 979-985-5610 Fax Number ---------------~ PROPERTY OWNER'S INFORMATION : Name Cortiers Gallery, LLC E-mail james@cortiers .com Street Add ress 3600 State Highway 6 S, Ste . 100 City College Station State _T_X ________ Zip Code _7_78_4_5 ____ _ Phone Number 979-985-5610 Fax Number ---------------~ 1/1 1 Page 1 of 11 ARCHITECT OR ENGINEER'S INFORMATION : Name Schultz Engineering, LLC -Deven Doyen, P.E. E-mail Street Address 2730 Longmire Drive, Suite A deven@schultzengineeringllc.com City College Station State Texas Zip Code _7_78_4_5 _____ _ Phone Number 979-764-3900 Fax Number 979-764-3910 ----------------- 0 THE R CONTACTS (Please specify type of contact): Name E-mail Street Address City State _________ Zip Code Phone Number Fax Number ----------------- Current zoning _R _____________________________________ _ Presentuseofproperty _V_a_c_an_t ________________________________ _ Proposed use of property Commercial -Office/Mixed Use Number of parking spaces required 40 Number of parking spaces proposed _6_8 ______ _ Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? I Yes fX No This information is necessary to help staff identify the appropriate standards to review the application and will be used to help determine if the application qualifies for vesting to a previous ordinance . Notwithstanding any assertion made , vesting is lim ited to that which is provided in Chapter 245 of the Texas Local Government Code or other applicable law . Is this application a continuation of a project that has received prior City platting approval(s) and you are requesting the application be reviewed under previous ordinance as applicable? I Yes I No If yes, provide information regarding the first approved application and any related subsequent applications (provide additional sheets if necessary): Project Name: City Project Number (in known): Date I Timeframe when submitted : 1/11 Pag e 2of11 MUL Tl-FAMILY RESIDENTIAL Total Acreage Floodplain Acreage ____ _ Housing Un its # of 1 Bedroom Units --- # of 2 Bedroom Units --- # of 3 Bedroom Units --- # of 4 Bedroom Units --- FOR 2 BEDROOM UNITS ONLY # Bedrooms = 132 sq . ft . ___ #Bedrooms< 132 sq . ft . PARKLAND DEDICATION (Fees due prior to the issuance of a Building Permit) #of Multi-F amily Dwelling Units x $1636 = $ --------- # of acres in floodplain # of acres in detention # of acres in greenways Date dedication approved by Parks & ____ Recreation Advisory Board COMMERCIAL Total Acreage _1_.5_0_3 ____ _ Build i ng Square Feet IO,oco Floodplain Acreage ____ _ * Projects that were vested prior to January 1, 2008 , per Chapter 245 of the Texas Local Government Code may be assessed a different amount. Please contact city staff for additional information . The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. Si~ture and title Date 1/11 Page 3of11 CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT Owner Certification: 1. No work of any kind may start until a permit is issued . 2. The permit may be revoked if any false statements are made herein . 3 . If revoked , all work must cease until permit is re-issued . 4 . Development shall not be used or occupied until a Certificate of Occupancy is issued . 5 . The permit will expire if no significant work is progressing within 24 months of issuance . 6 . Other permits may be required to fulfill local , state , and federal requirements . Owner will obtain or show compliance with all necessary State and Federal Permits prior to construction including NOi and SWPPP . 7 . If required , Elevation Certificates will be provided with elevations certified during construction (forms at slab pre - pour) and post construction . 8 . Owner hereby gives consent to City representatives to make reasonable inspections required to verify compliance . 9 . If, stormwater mitigation is required , including detention ponds proposed as part of this project , it shall be designed and constructed first in the construction sequence of the project. 10 . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that all debris from construction, erosion , and sedimentation 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 . 11 . The information and conclusions contained in the attached plans and supporting documents will comply with the current requirements of the City of College Station , Texas City Code , Chapter 13 and associated BCS Unified Design Guidelines Technical Specifications , and Standard Details . All development has been designed in accordance with all applicable codes and ordinances of the City of College Station and State and Federal Regulations . 12 . Release of plans to (name or firm) is authorized for bidding purposes only . I understand that final approval and release of plans and development for construction is contingent on contractor signature on approved Development Permit. 13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN, AND IN ATTACHMENTS FOR THE DEVELOPMENT PERMIT APPLICATION , ARE , TO THE BEST OF MY KNOWLEDGE , TRUE , AND ACCURAT ~ { 2 -/~"-"//</ '3/2s--//7 v Property Owner(s) Date Engineer Certification: 1/1 1 1. The project has been designed to ensure that stormwater mitigation , includ ing detention ponds , proposed as part of the project will be constructed first in the construction sequence . 2 . I will obtain or can show compliance with all necessary Local , State and Federal Permits prior to construction including NOi and SWPPP . Design will not preclude compliance with TPDES : i.e ., projects over 10 acres may require a sedimentation basin. 3. The information and conclusions conta ined in the attached plans and supporting documents comply with the current requirements of the City of College Station , Texas City Code, Cha~te!JJ-.~\\Sociated BCS Unified Design Guidelines. All development has been designed in accordance wit~~icl\!?~~des and ordinances of the City of College Stat;on and State and Federal Regulat;on,. ...~ ·g···'?"' 11 4 . I, THE ENGINEER , AGREE TO AND CERTIFY THAT ALL STATEME ~~ AN['°J~TACHMENTS FOR THE DEVELOPMENT PERMIT APPLICATION , ARE , TO THE B ~T:°OF •••••• ~~~ , TRUE , AND ACCURATE . •.!.E'J••••-r!:., \.. 00 ...... •;:.. ···o i;."' .. ~..... : -.&,,. ·······•· . "' ....... '\O • ~:-. .· .... Engineer r Date Page 4of11 0 The following CERTIFICATIONS apply to development in Special Flood Hazard Areas. Required for Site Plans, Final Plats, Construction Plans, Fill/ Grading Permits, and Clearing Only Permits:* A. I , certify , as demonstrated in the attached drainage study , that the alterations or development covered by this permit , shall not: (i) increase the Base Flood elevation ; (ii) create add it ional areas of Special Flood Hazard Area ; (iii ) decrease the conveyance capacity to that part of the Special Flood Hazard Area that is not in the floodway and where the velocity of flow in the Base Flood event is greater than one foot per second . Th is area can a lso be app rox imated to be either areas within 100 feet of the boundary of the regulatory floodway or areas where the depth of from the BFE to natural ground is 18 inches or greater ; (iv ) reduce the Base Flood water storage volume to the part of the Special Flood Haza rd Area that is beyond the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than one foot per second without acceptable compensation as set forth in the City of College Station Code of Ordinances , Chapter 13 concerning encroachment into the Special Flood Hazard Area ; nor (v ) increase Base Flood velocities . beyond those a reas exempted by ordinance in Section 5.11 .3a of Chapter 13 Code of Ordinances . Engin ee r Dat e In it ia l D * If a platti ng -status exemption to this requirement is asserted, provide written justification under separate letter in lieu of certification . Required for Site Plans, Final Plats, Construction Plans, and Fill/ Grading Permits: B. I, , certify to the following: (i) that any nonresidential or multi-family structure on or proposed to be on this site as part of this application is des igned to prevent damage to the structure or its contents as a result of flooding from the 100-year storm . Eng inee r Date Additional certification for Floodway Encroachments: C . I, ________________ .. certify that the construction , improvement , or fill covered by this permit shall not increase the base flood elevation . I will apply for a variance to the Zoning Board of Adjustments . Enginee r Date 1/11 Page 5of11 Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D . I, , certify that all new construction or any substantial improvement of any res idential structure shall have the lowest floor , including all utilities , ductwork and any basement , at an elevation at least one foot above the Base Flood Elevation. Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre-pour) and post construction . Engineer I Surveyor Date Commercial Structures : , certify that all new construct ion or any substantial imp rovement of any commercial , i ndustrial, o r other non-residential structure are designed to have the lowest floor , including all utilities , ductwork and basements , elevated at least one foot above the Base Flood Elevation Engineer I Surveyo r Date OR I, , certify that the structure with its attendant utility , ductwork , basement and san itary facilities is designed to be flood-proofed so that the structure and utilities , ductwork , basement and sanitary facilities are designed to be watertight and impermeable to the intrus ion of wate r in all areas below the Base Flood Elevation , and shall res ist the structural loads and buoyancy effects from the hydrostati c and hydrodynamic conditions . Requ ired Elevation Certificates will be provided with elevations certified during construction (forms at slab pre- pour) and post construction . Enginee r I Surveyo r Date Conditions o r comments as part of approval : 1/1 1 Pag e 6 of 11 SITE PLAN MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: [g] Sheet size -24" x 36" (minimum). [g] A key map (not necessarily to scale). [g] Title block to include : [g] Name , address , location , and legal description [g] Name , address , and telephone number of applicant [g] Name , address , and telephone number of developer/owner (if differs from applicant) [g] Name , address , and telephone number of architecUengineer (if differs from applicant) [g] Date of submittal [g] Total site area [g] North arrow. [g] Scale should be largest standard engineering scale possible on sheet. [g] Ownership and current zoning of parcel and all abutting parcels . ~ The total number of multi-family buildings and units to be constructed on the proposed project site . ~ The density of dwelling units per acre of the proposed project. ~ The gross square footage of all buildings and structures and the proposed use of each . If different uses are to be located in a single building , show the location and size of the uses within the building . Build ing separation is a minimum of 15 feet w/o additional fire protection . Locations of the following on or adjacent to the subject site: Designate between existing and proposed PJ41 The density of dwelling units per acre of the proposed project. p~ Phasing . Each phase must be able to stand alone to meet ordinance requirements . ~ Buildings (Existing and Proposed). tJf4J Setbacks according to UDO , Article 5 . Geography [g] Water courses . ~ 100 yr. floodplain and floodway (if applicable) on or adjacent to the proposed project site . Please note if there is none on the site with confirming FEMA/FIRM map number. [gj Existing topography (2' max or spot elevations) and other pertinent drainage information . (If plan has too much information , show drainage on separate sheet.) [gj Proposed grading (1' max for proposed or spot elevations) and other pertinent drainage information . (If plan has too much information , show drainage on separate sheet.) 1/11 Pag e 7of11 Streets, Parking, and Sidewalks [g] Existing streets and sidewalks (R.O .W.). [g] Existing Driveways, both opposite and adjacent to the site according to UDO , Article 7 . [g] Proposed drives. Minimum drive aisle width according to UDO, Article 7 [g] Indicate proposed driveway throat length according to UDO , Article 7 [g] Proposed curb cuts . [g] For each proposed curb cut (including driveways , streets, alleys , etc.) locate existing curb cuts on the same and opposite side of the street to determine separation distances between existing and proposed curb cuts . [g] Proposed curb and pavement detail. [g] A 6" raised curb is required around all edges of all parts of all paved areas without exception. (To include island, planting areas , access ways , dumpster locations , utility pads , etc.) No exception will be made for areas designated as "reserved for future parking". ~ Proposed medians . [g] Proposed sidewalks (both public and private). [g] Proposed pedestrian/bike circulation and facilities for non-residential buildings (UDO , Article 7). [g] Off-Street parking areas with parking spaces drawn , tabulated , and dimensioned. [g] Designate number of parking spaces required by ordinance and provided by proposal. [g] Handicap parking spaces . [g] Parking Islands drawn and dimensioned with square footage calculated according to UDO , Section 7 .2 or 7 .9 fornon - residential buildings . [g] Parking setback from R .O.W. to curb of parking lot as required. [g] Wheelstops may be required when cars overhang onto property not owned by the applicant or where there may be conflict with pedestr ian or bike facilities , handicap accessible routes or above ground utilities , signs or other conflicts. Hi'AJ Security gates , showing swing path and design specs with colors . t-@ Guardrails . Include design and colors . [g] Traffic Impact Analysis for non-residential development (UDO , Article 7). [g] Please note if none is required . [g] Will there be access from a TxDOT R.O .W.? [g] Yes D No If yes , then TxDOT permit must be submitted with this application . Easements and Utilities [g] Easements -clearly designate as existing or proposed and type (utility , access , etc.) [g] Utilities (noting size and designate as existing or proposed) within or adjacent to the proposed site , in cluding build ing transformer locations , above ground and underground service connections to buildings, and drainage inlets . f;ti Sewer Design Report (i f applicable). r?/N Water Design Report and/or Fire Flow Report (if applicable). [g] Drainage Report with a Technical Design Summary . [g] Meter locations , existing and proposed (must be located in public R .O .W. or public utility easement). [g] Provide a water and sanitary sewer legend to include [g] Minimum water demands [g] Maximum water demands [g] Ave rage water demands in gallons per minute , and [g] Maximum sewer loadings in gallons per day [g] Will there be access from a TxDOT R .O .W.? [g] Yes D No If yes , then TxDOT permit must be submitted with this application . 1/11 Page 8of11 Fire Protection C8J Show fire lanes . Fire lanes with a minimum of 20 feet in width with a minimum height clearance of 14 feet must be established if any portion of the proposed structure is more than 150 feet from the curb line or pavement edge of a public street or highway . [g] Show proposed and existing fire hydrants. Fire hydrants must be located on the same side of a major street as a project, and shall be in a location approved by the City Engineer. Any structure in any zoning district other than R-1, R-1A , or R-2 must be within 300 feet of a fire hydrant as measured along a public street , highway or designated fire lane . NOTE: Fire hydrants must be operable and accepted by the City , and drives must have an all weather surface before a building permit can be issued. [g] Will building be sprinkled? ~Yes [il No If the decision to sprinkle is made after the site plan has been approved , then the plan must be resubmitted . If Yes , gf Show fire department connections . FDC's should be within 150' of the fire hydrant. In no case shall they be any further than 300 ' apart , and they shall be accessible from the parking lot w ithout being blocked by parked cars or a structure. Landscaping [g] Landscape plans as required in Article 7 of the Unified Development Ordinance . The landscaping plan can be shown on a separate sheet if too much information is on the o ri ginal site plan . If requesting protected tree points , then those trees need to be shown appropriately barricaded on the landscape plan . Attempt to reduce or el im inate plantings in easements . Include information on the plans such as : [g] requ ired point calculations [g] additional streetscape points required . Streetscape compliance is required on all streets . IVl calculations for # of street trees required and proposed (proposed street tree points will accrue toward total L0J landscaping points .) [g] proposed new plantings with points earned [g] proposed locations of new plantings [g] screening of parking lots, 50 % of all shrubs used for screening shall be evergreen. [g] screen in g of dumpsters , concrete retaining walls , off street loading areas , utility connection po ints , or other areas potentially visually offensive . [g] existing landscaping to remain [g] show existing trees to be barricaded and barricade plan. Protected points will only be awarded if ba rric ades are up before the first development permit is issued . [g] Buffer as requ ired in Article 7 of the Unified Development Ord inance . [gj Show irrigation system plan . (or provide note on how irrigation system requirement will be met prio r to issuance of C . 0 .) All plan s must include irrigation systems for landscaping . Irrigation meters are separate from the regular water systems for buildings and will be sized by city according to irrigation demand submitted by applicant and must include backflow prevention protection . [g] Is there any landscap ing in TxDOT R.O .W.? O Yes [g] No If yes , then TxDOT permit must be submitted at the time of application . Other tl~ Common open spaces sites @ Loading docks rf7AI Detention ponds ~ Retaining walls NZiJ Sites for solid waste containers with screening . Locations of dumpsters are accessible but not vis ible from streets or residential areas . Gates are discouraged and visual screening is required . (Minimum 12 x 12 pad required .) lr!J Are the re impact fees associated with this development? O Yes KJ No NOTE: Signs are to be permitted separately. 1/11 Pag e 9of11 CITY OF Cm.LEGE STATION Home of Texas A&M Uni versity " NRA BUILDING REVIEW MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Refer to UDO Section 7.9 Non-Residential Architectural Standards, as appropriate. [g] Sheet size -24 " x 36" (minimum). [g] Title block to include : [g] Name, address , location , and legal description [g] Name , address, and telephone number of applicant [g] Name, address , and telephone number of developer/owner (if differs from applicant) [g] Name, address , and telephone number of architecUengineer (if differs from applicant) [g] Date of submittal [g] Scale should be largest standard scale possible on sheet. [g] List of colors from the City of College Station color palette to be utilized or proposed equivalents . [g] Color samples . [g] List of materials to be utilized . [g] Elevations of each non-residential building and screening structure . Show placement of materials and colors on the facades according to UDO Section 5.6 .B or 7.9 . [g] Include the following dimensions : [g] Total vertical square footage minus openings (for each fa9ade separately) [g] Total vertical square footage of transparency (fo r each fa9ade separately in Northgate) [g] Total ve rtical square footage of each building material (for each fa9ade separately) [g] Total vertical square footage of each color (for each fa9ade separately) [g] Graphic representation and/or description of existing buildings in building plot to show material , color, and architectural harmony . 1 /11 Page 1 o of 11 ' ' CITY OF COLLEGE STATION Home of Texas A&M Uni verrity' 1/11 NORTHGATE BUILDING REVIEW MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Refer to UDO Section 5.6. Design Districts, B. Northgate Districts (NG) ~ Sheet size ;; 24 " 2S, 36 " minimum . ~ Title block to include : ~ Name, address , location , and legal description ~ Name , address , and telephone number of applicant ttJ.al Name, address , and telephone number of developer/owner (if differs from applicant) ~ Name , address, and telephone number of architect/engineer (if differs from applicant) mJ. Date of submittal W Scale should be largest standard engineering scale possible on sheet. ~ List of colors from the City of College Station North gate color palette to be utilized or proposed equivalents with color samples . ~ List of materials to be utilized . ~ Elevations of each building and screening structure . Show placement of materials and colors on the facades and identify publ ic entrances . Include the following dimensions : Total vertical square footage minus openings (for each fac;ade separately) Total vertical square footage of each building material (for each fac;ade separately) Total vertical square footage of each color (for each fac;ade separately) Total vertical square footage of transparency between zero and eight feet (0-8 ') above ground level (for each non-residential fac;ade) Graphic representation and/or description of existing buildings in building plot to show material , color , and architectural harmony . Print Form Pag e 11 of 11 Drainage Report for Cortiers Gallery College Station, Texas April 2014 Revised May 2014 Revised July 2014 Developer/Owner: Cortiers Gallery, LLC James Murr 3600 State Highway 6 S, Ste . 100 College Station, Texas 77845 Prepared By: Schultz Engineering, LLC TBPE Firm No. 12327 P.O . Box 11995 College Station, TX 77842 2730 Longmire Drive, Suite A College Station, Texas 77845 (979) 764-3900 Revisions are BOLD & UNDERLINED Drainage Report -Executive Summary Cortiers Gallery ENGINEER Schultz Engineering, LLC P .O. Box 11995 College Station, Texas 77842 Phone: (979) 764 -3900 O\VNER/DEVELOPER Cortiers Gallery, LLC James Murr 3600 State Highway 6 S, Ste. 100 College Station, Texas 77845 Phone: (979) 985-5610 College Station, Texas GENERAL DESCRIPTION AND LOCATION This project consists of the development of a vacant lot on the north bound SH 6 Frontage Road in College Station, TX. This GC zoned site project will include the construction of a Commercial mixed use building, sitework, utilities and other infrastructure . The development includes Part of Lot 1, Block 1 of the Cooper's Subdivision on the north bound SH 6 Frontage Road. The project lot is located at northwest of the intersection of Barron Road and SH 6. Area: 1.503 acres Existing Land Use: Vacant Proposed Land Use: GC Number of Lots: 1 Drainage Basin: Lick Creek Watershed FEMA FIRM: #48041C0310E, Dated May 16, 2012 Floodplain: None of the development lies within the floodplain. HYDROLOGIC CHARACTERISTICS The pre-development condition of the land was undeveloped lot. Exhibits A-E show the pre-development and post development drainage areas and the runoff flow direction. GENERALSTORMWATERPLAN The drainage plan for this development will involve the installation of an onsite detention facility . A priv ate storm sewer system with an inlet connected to a detention pond on the north side of the lot will provide the detention storage. The storm runoff will collect in the parking area & drainage areas around the building and flow into the detention facility through the inlet. The detention facility will capture the proposed storm water runoff and convey it through the outfall structures discharging to the right side of the lot near the rear in a manner similar to the existing runoff flow . A small portion of the site will discharge offsite without being detained, but the combined outflow of the detention pond discharge and undetained will capture the proposed storm runoff and discharge at a rate equal to or less than the existing design flows. A portion of the onsite storm water runoff will discharge to the TxDOT ROW directly, but will be discharged at a rate equal to or less than the existing flows. Exhibit D shows the post development topography and the runoff flow direction. Exhibit E is the Drainage Plan showing the site drainage Page 1 of6 Drainage Report -Executive Summary Cortiers Gallery College Station, Texas improvements. There are no negative impacts to the downstream property as the proposed storm water runoff will be discharged in a manner similar to and at a rate equal to or less than the existing flows. The upstream offsite stormwater runoff will be conveyed through the site and will not be routed through the detention pond. The offsite stormwater will be conveyed through a series of storm sewer pipes and will be discharged at an existing low point near the rear right side of the lot, similar to the existing conditions. COORDINATION & STORMWATER PERMITTING The project .will require a Site Notice be prepared to comply with the Texas Commission for Environmental Quality storm water permitting for the construction site. No other permits are anticipated for this project. DRAINAGE DESIGN General Information : Stormwater runoff from the development will be collected and routed through the detention facility discharging at the rear right si de of the lot. Small portions of the site will discharge directly offsite. The runoff enters the detention pond from the parking lot through an inlet and curb openings in the parking area. The roof drainage may be piped directly into the detention facility or discharged into the parking lot and then into the storm sewer system. The detention facility consists of a pond along the rear of the lot as shown on Exhibits D & E. Detention Facility Analysis Tc Methodology: Tc Minimum: Design Storm Events: Pond Discharge Pipe Materials: Manning's n Value: Runoff Coefficients: Design Constraints: Rational Equation : Design Software : TR55 10 minutes 2-year, 10-year, 25-year, 50-year and 100-year detention facility HDPE private storm sewer pipe 0.013 0.40 for existing conditions & Varies for developed conditions Max. water depth in the parking lot= 6 in. or 0.5 ft. for 100 year storm event. Min. flow velocity= 2.5 fps Max. flow velocity= 15 fps Post-Development peak runoff less than or equal to · existing storm water runoff from the site. The rational equation is utilized to determine peak storm water runoff rates for the Detention Facility design. Q=CIA Q =Flow (cfs) A = Area (acres) C = Runoff Coefficient I= Rainfall Intensity (in/hr) Excel spreadsheets, AutoCAD Hydraflow Express, AutoCAD Hydraflow Hydrographs Extension Page 2 of6 D esign Results: D esign Analysis: Drainage Report -Executive Summary Cortiers Gallery College Station, Texas The software was used to compute the pond storage and discharge data and the pre and post-development peak runoffs and the routing of the flow through the detention pond. The data presented in the Appendices and in the following tables indicates the detention pond sizing and discharges are in accordance with the requirements of the design guidelines . The velocity of flow at the curb openings is less than 3.25 fUs for the 100 yr storm. The post-development drainage areas are shown on Exhibits D & E. The design data and descriptions of the detention facility outlet structures and discharges are found in Appendix C . Exhibit E shows the drainage improvements. The post development peak outflow will be less than or equal to the pre-developed condition. Sedimentation in the detention facility is not likely due to the small drainage areas that are mostly paved areas and the use of a concrete flume in the detention pond. However, the pond volume was analyzed at 90% of the total volume. The peak flow out of the detention ponds were determined by a Storage Routing Analysis based on the Continuity Equation as follows: (Il +12)+((2sl/dt)- 01)=((2s2/dt)=02). The time interval, dt, used was 1 minute. The calculations and results of the Storage Routing Analysis were used to generate hydrograph peak flows and graphs for the pre and post development conditions. A summary of the pre and post development runoff information from the site is shown in Table 2 . The detention pond discharges at the rear of the lot are similar to existing conditions. TABLE 1 -Pre-& Post~Development Runoff Input Information Tc Area# Area (Acres) c (Min.) Pre 101 0 .74 0.40 20 Pre 102 0.76 0.40 21 Post 301 1.03 0.76 10 Post 302 0.25 0.72 10 Post 303 0.22 0.50 10 Page 3 of6 Drai nage R eport -Executive Summary Cortiers Gallery College Station, Texas TABLE 2-Pre-& Post-Development Runoff Information -Detention Analysis Q2 QlO Q25 Q50 Location cfs cfs cfs cfs Pre-Development (Area 101) 1.31 1.84 2.11 2 .3 9 Pre-Development (Area 102) 1.31 1.84 2.11 2.39 Post Development with Detention Post-Development (Area 301) 4 .95 6.76 7.72 8 .73 Post-Development (Area 302 Compared to Area 102) 1.14 1.55 1.78 2 .01 Post-Development (Area 303) 0.70 0 .95 1.08 1.23 Pond Outfall 1 (Area 30 l Routed Through Pond) 0 .62 0.68 0.70 0.72 Combined Outfall 1 (Pond Outfall l Combined with Area 303) 1.20 1.49 1.63 1.79 Decrease in Peak Flow Outfall 1 -0 .11 -0 .35 -0.48 -0.60 Decrease in Peak Flow Outfall 2 -0 .17 -0.28 -0.33 -0.39 QlOO cfs 2 .50 2.50 9 .11 2 .10 1.28 0 .73 1.85 -0 .65 -0.40 As shown in Table 2, the post-development peak outflow from the project site is less than the allowable peak outflow for each design storm event. Additionally, Table 3 presents the maximu m water surface and the amount of freeboard for the Detention Facility. The peak flow out of the detention Facility and the maximum water surface was determined by the Storage Routing Analysis. Page 4 of6 Drainage Report -Executive Summary Cortiers Gallery College Station, Texas TABLE 3-Summary of Detention Pond Maximum Water Surface Levels Storm Event 2-year 10-year 25-year 50-year 100-year APPLICABLE EXHIBITS Peak Flow o~t of Water Surface Freeboard Pond, (cfs) Elevation, ft. ft. 0.62 274.78 1.02 0 .68 275.00 0.80 0.70 275.09 0.71 0 .72 275.18 0.62 0.73 275.21 0 .59 Top of Pond Berm = 275.80 , Spillway Crest = 275.25 The detention facility is controlled by an outlet structure with a 6" x 3" slot on the front of the structure with an 8" outfall pipe & two 24" grate inlet. The pond overflow spillway will be a trapezoidal weir with a crest length of 1 O'. The outfall discharges to the rear right side of the lot similar to the existing conditions. If the pond outlet clogs , the water will pond in the low areas of the parking lot and detention pond. The water elevation in the pond during the clogged condition is 275.30'. The velocity for the water flowing over the spillway in the clogged condition is less than 2 ft/s. Due to the limited use of this spillway grass lining should be sufficient. Exhibit A-Bypass Drainage Area Map Exhibit B -TxDOT Culvert Drainage Area Map Exhibit C -Pre-development Drainage Area Map Exhibit D -Post-development Detention Area Map Exhibit E -Post-development Inlet Area Map & Drainage Plan Appendix A-Drainage Area Summaries -Detention, Inlet, Bypass & TxDOT Facilities Appendix B -Pipe Design & Inlet Design Summary Appendix C -Detention Facility Data and Hydrographs Page 5 of6 CONCLUSION Drainage Report -Executive Summary Cortiers Gallery College Station, Texas The onsite detention facility for the development will function within the requirements and restrictions of the BCS Drainage Design Guidelines . CERTIFICATION "This report for the drainage design of the "Cortiers Gallery", was prepared by me in accordance with the provisions of the Bryan/College Station Unified Drainage Design Guidelines for the owners of the property. AU licenses and permits required by any and all state and federal regulatory agencies for the proposed drainage improvements have been issued." Page 6 of6 EXHIBIT A Bypass Drainage Area Map EXHIBITD Post-development Drainage Area Map July 18 , 2014 Erika Bridges Graduate Civil Engineer Development Services C ity of College Station College Station, Texas RE: DRAINAGE DESIGN CORTIERS GALLERY COLLEGE STATION, TEXAS M s . Bridges: Office : 979 .764 .3900 Fax: 979 .764 .3910 This letter is an addition to the Drainage Report for the Cortiers Gallery , dated June 2014. "The abo ve referenced project will utili ze onsite det ention ponds . The developed peak runo ff is being detained and di scharged to the approximate location and in a manner similar to existing runoff patterns. There are no negative imp acts to downstream properties . The peak runoff from the site and detention ponds will be equal to or less than the pre-development peak runoff from the site." Sincerely, < D~~ L ~o:s:. Civil Engineer P.O. Bo x 11995 • College Station , Texas 77842 schu ltzenginee ring llc .com LETTER OF COMPLETION CITY ENGINEER CITY O F COLLEGE STATION COLLEGE STATION, TEXAS DATE: I I -Z'l-15 RE : COMPLETION OF ~~~~~~~~- c C> fZ-TIE: I?~ GA.LL£/2Y Dear Si r: The purpose of our letter is to request that the follow i ng listed improvements be approved and accepted as being constructed under City i nspection and completed according to plans and specifications as approved and required by the City of College Station , Texas . This approval and accept ance by the City is requested i n order that we may finalize any subcontracts and to affirm their warranty on the work. Th is approva l and acceptance by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above referenced project. The one-year warranty is hereby affirmed and agreed to by kAF.fCHN lCI:, C..C..... and by the i r subcontractors as indicated by signatures below. WORK COMPLETED C o~l•f:~c; C.AL.L\&~Y L'-C. Owner: tlart\e~ Mu<r Phone Number: ;>'1 :J 395' 5"{,ID GV\4;\; j~'5tVCC><"t'ie<~. co~ Address : 603 Ur-Jrviz:-i<S'1TY Dr E. ACCEPTANCE & APPROVAL ~~or>~~ Ci ~ Revised 113110 7 WARRANTY DATE 11-2'7 -/~ Contractor: kr E5~\-I N \C. k: A .C. Phone Number: -''1 ~ L:,90 0'7/o Address : 'Po. Box Zoo \clfL\...B o J<.N ,=tx r"J'788 I fu¥ti \ " je<9f £) kiefx'hnic~c.. . COt'Vl Signature h ,/:;n'rv-<-( ~PLAT FILED ..DJL_oFFSITE ESMTS FILED ~TEMP BLANKET ESMT FILED ~NO OTHER ESMTS NEEDED .,.. . ' SOP: Filing of Final Plats -Letters of Completion Engineering Inspector/Date: \<..~'( ~<b...t.f<->~ G ~ Project Engineer/Date: 04/23/14 11 -zt-\5 DP Number: \ L\--.-I l Inspectors shall acquire written (i.e. email) punchlist comments and subsequently written confirmation from the following contacts before forwarding Letter of Completion to development review e~neer: ~t((s ion/Drainage: Donnie Willis (0: 764-6375, C: 229 -7632) o/ CS Water Services -General: Charles "Butch" Willis (0: 764-3435, C: 777-1202) • Water -coordinate fire flow analyses (or the design engineer for non-city utilities) and confirm test results meets min requirements with the dev review engineer (specific hydrants to test, if simultaneous, and min allowable flow) • Sanitary ~CS Water Service -Liftstation: Doug Wallace (0: 764-6333) ~Jf"--cs Electric and Streetlights: Gilbert Martinez (0: 764-6255) ~CS Public Works -Traffic Signs/Markings): Lee Robinson (0: 764-3695) ~BTU Electric and Streetlights: Sonia Creda (0: 821-5770) John Fontinoe or Randy Trimble (0: 821-5728) ~b.. Confirm with development review engineer that service agreement is in place with BTU 'er , Non-City Utility Service Providers: (Wellborn Water SUD, Brushy Creek SUD, Wickson Creek SUD, etc) confirm with development review engineer that infrastructure is complete nCl for outstanding issues, Digital Constrution Pictures: From contractor on CD-R, Inspector to confirm and file Record Drawings: (2 Red-Lined Copies) for all Public Infrastructure with the following attestation: "I, General Contractor for development, certify that the improvements shown on this sheet were actually built, and that said improvements are shown substantially hereon. I hereby certify that to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any are stated correctly hereon." General Contractor o Record Drawings: (2 Red-Lined Copies) for Public Drainage Infrastructure including Private Detention Facilities with the following attestations: "I hereby attest that I am familiar with the approved drainage plan and associated construction drawings and furthermore, attest that the drainage facilities have been constructed within dimensional tolerances prescribed by the Bryan & College station Unified Stormwater Design Guidelines and in accordance with the approved construction plans or amendments thereto approved by the City of College Station." (affix seal) Licensed Professional Engineer State of Texas No. ___ _ "I certify that the subdivision improvements shown on this sheet were actually built, and that said improvements are substantially as shown hereon. I further certify, to the best of my knowledge, that the materials of construction and sizes of manufactured items, if any, are stated correctly hereon." General Contractor Inspectors to review Red-lined Record Drawings, upon acceptable confirmation of drawings, inspector to: o file one set of Record Drawings in Public Works files, and o forward one set of Record Drawings to Jeffery Speed (CSU) Inspectors should forward Letters of Completion to the development review engineer that reviewed and stamped the construction plans after confirming: o the date on the Letter of Completion Warranty should reflect the date when all associated punchlist items are completed, and o the Owner is shall be listed as the one affirming the one-year warranty Development review engineer to: o add Dev Permit Number to Letter of Completion o stamp the Letter of Completion to confirm by initialing that the final plat is filed (or mylar is ready to be filed), all necessary easements (including offsite) have been filed, and blanket easement issues are resolved, and o initial and route the Final Plat mylar for filing. (Note if the developer provided surety the plat it may have been filed ahead of construction.) Deborah Grace-Rosier {Planning) to file the Final Plat utilizes a coversheet to confirm: o infrastructure is accepted by Letter of Completion -or-Surety is provided and acceptable, o signed and notarized mylar of final plat, o parkland dedication has been paid, o digital file of final plat is provided, o a current paid tax certificate has been submitted, o sidewalk fee in lieu paid (if applicable), and Development review engineer, upon the filing of Final Plat, stamp the Letter of Completion with the new stamp and verify-initial-n/a the Final Plat was filed, offsite easements have been filed, we have all necessary easements, etc -and then forward the Letter of Completion to Alan Gibbs (City Engineer) for final signature. Carol (Sr. Asst. City Engineer) to: o enter the engineer's estimate and Letter of Completion date into Inspection List o forward hard original of finalized Letter of Completion to Crystal (P&DS). Crystal to: verify o signatures on the Letter of Completion, o forward scanned copy of Letter of Completion and associated Engineers Estimate to the owner, developer, contractor, Terry Boriskie (Building), Ben McCarty (Building), Chris Haver (Building), Carol Thompson (Accounting), Kristina Keller (Accounting), Courtney Kennedy (Accounting), Jeffery Speed (CSU), Stephen Maldonado Sr. (CSU), Charles "Butch" Willis (CSU), Carol Cotter (Engineering), Alan Gibbs (Engineering), Erika Bridges (Engineering), Danielle Singh (Engineering), Gilbert Martinez (Electric) and Deborah Grace- Rosier (Planning). Kristina Keller will forward to Diane Broadhurst (CSU) after her review. o if don't have email addresses, mail copies to the owner and contractor, and o place the original in Development Permit file. Deborah to place a hard copy of the Letter of Completion in the associated Planning Final Plat file. Item 2 3 4 5 6 7 8 9 10 II SCHULTZ ENGINEERING , LLC. 2730 Longmire Drive, Suite A College Station , Texas 77845 Firm No. 12327 Cortier s Ga ll ery Pu blic Wa ter Line C o nstructio n E ngi neer's Estim ate of Co nstruct io n Description Unit General Items Mobilization, Overhead and Construction Staking LS Erosion & Sediment Control -SWPPP Implementation & Maintenance, Silt LS Fence , Construction Exit, Rock Filter Dam, etc ., complete in place Hydroseed and Hydromulch , complete in place SY P ublic Water Line 6" C900 Water Pipe -Structural Backfill, comp lete in place LF 18" x 6" Tapping Sleeve EA 6" M.J . Gate Valve, complete in place EA 6"x 6" M.J . Tee, complete in place EA 6 "x 2" Tapping Sleeve EA Fire Hydrant Assembly (w/valve , vert. extension), complete in place EA Connect to Ex isting Water Line, complete in place EA Waterline Testing LS Estimated Unit Price uantit $ 2,500.00 $ 1,000 .00 300 $ 0.60 General Items Subtotal 12 $ 30 .00 I $ 2,500 .00 2 $ 1,200 .00 I $ 500 .00 I $ 600 .00 I $ 3,750 .00 I $ 2,500 .00 I $ 750 .00 Public Wat er L in e Items Su btotal T O TAL CO NST R UCTI O N! $ Pa ge 1 of 1 Total $ 2,500.00 $ 1,000 .00 $ 180 .00 $ 3,680.00 $ 360 .00 $ 2,500 .00 $ 2,400 .00 $ 500 .00 $ 600.00 $ 3,750.00 $ 2,500 .00 $ 750.00 $ 13,360.00 11,040 .00 I DEVELOPMENT PERMIT PERMIT NO. 14-77 CITY Of C OL LEGE SHTIO FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Cortiers Gallery Cooper's Subdivision -Lot 1, Block 1 1.503 Acres DATE OF ISSUE: 9/8/14 OWNER: Cortiers Gallery , LLC (c/o James Murr) 3600 State Highway 6 S., Ste . 100 College Station , TX 77845 SITE ADDRESS: 4121 State Highway 6 S. DRAINAGE BASIN: Lick Creek VALID FOR 24 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Full Development Permit CONDITIONS: 1. No work beyond limits covered in permit is authorized . 2. The permit ~ay be revoked if any false statements are made herein . If revoked , all work must cease until permit is re- issued. 3. The permit will expire if no significant work is progressing within 24 months of issuance . 4. Other perm its may have been required to fulfill local , state and federal requirements. Construction will be in compliance with all necessary State and Federal Permits . 5. Stormwater mitigation , including detention ponds will be constructed first in the construction sequence of the project. 6 . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that all debris from construction , erosion , and sedimentation shall not be deposited in city streets , or existing drainage facilities. Construction Site Notice or Notice of Intent (NOi) along with Stormwater Pollution Prevention Plan (SWP3) will be kept and maintained on -site during construction as per TPDES permitting requirements . If it is determined that the prescribed erosion control measures are ineffective to retain all sediment on-site , it is the Contractor 's responsibility to implement measures that will meet City , State , and Federal requirements. 7. All disturbed areas will be re-vegetated prior to Letter of Completion or Certificate of Occupancy . 8. All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with the Landscaping and Tree Protection Section of the City's Unified Development Ordinance , prior to any operations of this permit. The cleaning of equipment or materials within the drip line of any tree or group of trees that are protected and required to remain is strictly prohibited . The disposal of any waste material such as , but not limited to , paint, oil , solvents , asphalt , concrete , mortar, or other harmful liquids or materials within the drip line of any tree required to remain is also prohibited . 9. All construction shall be in accordance with the stamped approved plans and specifications for the above-named project and all of the codes and ordinances of the City of College Station , as well as State and Federal Regulations that apply. Only those deviations from BCS Unified Design Guidelines , Specifications and Details specifically requested and approved will be allowed. 10. Special Cond itions: l ,_(~~-·""-'--V"'--"-t '"""'l\.l...___CA __ F_r _,_f-:._"/+----' the Contractor, hereby agree to comply with all conditions herein . ~ 979-820 -/32'2.. Phone number Date kevrr-1.-@ J@M,-fCla/2/._~, ~ E-mail I hereby grant this permit for development. Contact~ kt&eC~~ ~3-?UJ>L:, , the Public Works Inspector assigned to this project 24 hours prior to b~hifli 5&1Structl;J,tor scheduling required Inspections . ~ee~ ~D-at~J~J~i_J~JL/_.__~~~~~~- ---_. = --.---.... -~-::::-::-------.... . .: -.._ SMALL CONSTRUCTION SITE NOTICE F OR THE Texas Com mi ssio n on E nvironm ental Qua li ty (TCEQ) Sto rmwater P r og r am TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Pa r t 11.E.2. of the TCEQ General Permit Number TXRI 50000 for discharges of stormwater runoff from small construction sites. Additional information regarding the TCEQ stormwater permit program may be found on the internet at: http://www.tceq.state.tx.us/nav/permits/wq construction.html Operator Name: Contact Name and Phone Number: Project Description: Physical address or description of the site's location, estimated start date and projected end date, or date that disturbed soils will be stabilized Location of Storm water Pollution Prevention Plan: GrantCaffey Construction, LLC Kevin Caffey (979) 820-1322 4121 Hwy 6 South College Station, TX 77 845 Start: February 2015 End: August 2015 3600 Hwy 6 South, Suite 100, College Station, TX 77845 For Small Construction Activities Authorized Under Part II.E.2. (O btaining Authorization to Discharge) the following certification must be completed: J Kevin R. Caffey {Typed or Printed Name Person Completing This Certification) certify under penalty of law that I have read and understand the eligibility requirements for c laiming an authorization under Part II.E.2. of TPDES General Permit TXR 150000 and agree to comply with the terms of this permit. A storm water pollution prevention . plan has been developed and will be implemented prior to construction, according to permit requirements . A copy of this signed notice is supplied to the operator of the MS4 if discharges ente r an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges , including the possibility of fine and imprisonment for knowing violations. /? /7) A/ Signature and Title ~ Date / ,If~ j'/.i- ~ Date Notice Removed ------ __ MS4 operator notified per Part 11.F.3 . -·~NEERING COMMENTS NO. 2 ~~~epeat) Drainage -A lthough the City has reservations about the absence of an offsite d rainage easement , we w ill issue a Deve lopment Permit based on your engineering seal and judgment with your certification of no negative impacts utilizing detention , returning to sheet flow , etc. It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary , as any future concerns from downstream properties will need to be addressed privately between design engineer, developer and property owner. With previous projects that have been allowed to proceed without an offsite drainage easement, a signed & sealed letter from the design engineer with a certification of no negative impacts utilizing detention, returning to sheet flow, etc. . /has been submitted. / ~ '.lease submit copies of the filed private 25-ft Cross ¥ess Easement and the TCEQ Site "/ Notice . As a reminder , these items are required prior to site plan approval. '). 2/Drainage Report -The top of berm elevation should 0 .5-ft higher than the 100-yr WSE nder clogged condit ions. IV' p 5 -Include the C ity Standard Detail for the sanitary sewer service connection . V ~ra i nage Report -What are the velocities at the curb openings and the pond overflow -)>pillway? o/ ~ rainage Report -In the Appendix A -Inlets & Pipes Summary , was it supposed to eference Area 202 (there doesn 't appear to be an Area 201 on the exhibits)? rainage Report -In the Appendix A -Bypass & TxDOT Summary , Area 501 does not match the acreage shown in Exhibit B. Dra inage Report -In the Appendix A -Bypass & TxDOT Summary , label the actual capacity of the bypass and TxDOT culverts at the referenced slopes . Rev iewed by : Erika Bridges Date : 5/22/14 xto-r ?0'"~rt" czwweci ? -'")'i~, 1/C1htJ APPENDIX A Drainage Area Summaries -Detention, Inlet, Bypass & TxDOT Facilities Cortiers Gall ery A ppen dix A Proposed Dr ainage Analysis Drainage Area Summary -Detention Facilities Area, A c tc Area# (acres) (min) IOI 0 .74 0.40 20.0 102 0 .76 0.40 21.0 301 1.03 0 .76 10.0 302 0.25 0 .72 10.0 303 0.22 0.50 10 .0 Detention Pond Area 30 I routed through detention pond Outfall Combined Outfall Detention Pond Outfall & Area 303 Combined (Compare to Area JOI) *Area 302 Direct Runoff from Site (Compare to Area 102) The Rational Meth od: Q=CIA I= b I (tc+d )' 2 year storm 12 Q, (in/hr) (cfs) 4.43 1.31 4.31 1.31 6.33 4.95 6.33 1.14 6.33 0.70 0.62 1.20 Q =Flow (cfs) le= Time of concentration (min) A = Area (acres) C = Runoff Coeff. I= Rainfall Intensity (in/hr) Brazos County: 2 year storm b = 65 d= 8 e= 0.806 10 year storm b= 80 d= 8.5 e= 0.763 10 year storm 1,. Q,. (in/hr) (cfs) 6 .21 1.84 6.05 1.84 8.63 6 .76 8.63 1.55 8.63 0.95 0.68 1.49 25 year storm b = 89 d= 8.5 e = 0.754 25 year storm l zs Qzs (in/hr) (cfs) 7.12 2.11 6.94 2 .11 9 .86 7.72 9.86 1.78 9.86 1.08 0.70 1.63 50 vear storm b= 98 d= 8.5 e= 0.745 50 year storm lso (in/hr) 8.08 7.87 11.15 11.15 11.15 Q,. (cfs) 2 .39 2.39 8 .73 2.01 1.23 0 .72 1.79 tc = L/(V*60) L =Length (ft 100 year storm 1, .. Q, .. (in/hr) (cfs) 8.43 2 .50 8.22 2.50 11.64 9 .11 11.64 2 .10 11.64 1.28 0.73 1.85 V =Velocity (ft/sec) 100 year storm b = 96 d= 8.0 e = 0.730 Cortiers Gallery A ppendix A Proposed Drainage Analysis Drainage Ar ea S ummary -Bypass & TxD OT Area, A Area# (acres) 401 2.51 501 5.27 The Rational Method : Q=CIA Q =Flow (cfs) A = Area (acres) C = Runoff Coeff. I = Rainfall Intensity (in/hr) Brazos County: Invert Elev Up ft. 25 year 273.64 100 year 273 .64 Invert Elev Up ft . 25 year 273.75 100 year 273.75 c le (min) 0.40 35 .0 0.65 41.0 I= b I (tc+d)' le = Time of concentration (min) 2 year storm b= 65 d= 8 e = 0.806 Invert Elev Dn Length ft. ft. 273.00 212 273.00 212 Invert Elev Dn Length ft. ft. 273 .30 89 273.30 89 2 yea r storm 1, Q, (in/hr) (cfs) 3.14 3.15 2.82 9.67 10 year storm b= 80 d= 8.5 e = 0 .763 1,. (in/hr) 4.50 4 .07 10 year storm 25 year storm b= 89 d= 8.5 e = 0 .754 Q,. (cfs) 4 .51 13 .96 Bypass Culvert Analysis -25 & 100 year design storms Slope Dia #of Pipes Mannings n % in 0.3 12 2 0 .012 0.3 12 2 0.012 TxDOT Culvert Analysis -25 & 100 year design storms Slope Dia #of Pipes Mannings n % in 0.5 18 2 0 .013 0.5 18 2 0.013 25 year storm 1,, Q,, (in/hr) (cfs) 5.18 5.20 4.70 16.08 50 year storm Q cfs 5.20 6.19 Q cfs b= 98 d= 8.5 e = 0 .7 45 Q CAPACITY cfs 6 .75 6 .75 Q CAPACITY cfs 16 .08 26 .75 19 .19 26.75 50 year storm 100 year storm 1,. Q,. 1, .. (in/h r) (cfs) (in/hr) 5.90 5.92 6.16 5.35 18.34 5.60 tc = L/(V*60) L = Length (ft V =Velo city (ft/sec) 100 year storm b= 96 d= 8 .0 e = 0.730 Ground Elev Up HGLUp ft. ft. 275.90 275 .03 275 .90 275.5 Ground Elev Up HGLUp ft . ft. 276 .52 275.46 276.52 275 .72 Vel. Out ftls 3 .67 4.24 Vel. Out ftls 4.95 5 .74 Q,,. (cfs) 6.19 19.19 Cortiers Gallery Appendix A Proposed Drainage Analysis Drainage Area Summary -Inlets & Pipes Area# Area, A c tc (acres) (min) 201 0 .13 0.76 10.0 The Rational Method: Q=CIA I = b I (tc+d)8 10 year storm 110 Q10 (in/hr) (cfs) 8.63 0 .85 Q =Flow (cfs) A= Area (acres) C = Runoff Coeff. tc =Time of concentration (min) I = Rainfall Intensity (in/hr) Brazos County: 10 year storm b = 80 d = 8.5 e = 0 .763 100 year storm b = 96 d = 8.0 e = 0 .730 100 year storm 1100 Q100 (in/hr) (cfs) 11 .64 1.15 tc = L/{V*60) L = Length (ft V = Velocity (ft/sec) APPENDIXB Pipe Design & Inlet Design Summary Cortiers Gallery Append ix B Propos ed Storm Sewer Analysis Pi pe Des ign Summary Pi pe Pi pe Lengt h No . Size (In) (ft) 301 6 109 .5 302 6 62.7 Slope (%) 0 .30 0.30 Contributing a,. v,. a, .. v, .. Dra i nage Areas Contri buti ng Pi pes (cfs) (fps) (cfs) (fps) 201 0 .65 2 .44 1.15 3 .29 P30 1 0.65 2 .44 1.15 3.29 Cortiers Gallery Appendix B Proposed Private Storm Sewer Analysis Inlet Design Summary Actual Grate Grate Contributing Inlet AJL Number Size/Curb Length (ft2)/(ft) 301 V-5724-80** 1.14 GRATE INLET Q = 4.82 * Ag * y 112 ¢ y = (Q I (4.82 * Ag))2 Where: Q =flow at inlet, cfs Remarks : Ag = open area of inlet, ft2 y = depth at inlet, ft Area 201 Depth of water in parking lot is less than 6" Design Ag Calculated Clogging AJL % (ft2)/(ft) 25 0.85 10-Year Storm Q10 Depth, y (cfs) (ft) (in) 0.85 0 .04 0 .52 CURB INLET Q = 3.0 * L * y 312 Where: Q = flow at inlet, cfs L = length of inlet, ft y = depth at inlet, ft (7") 100-Year Storm Q100 Depth, y (cfs) (ft) (in) 1.15 0.08 0 .94 APPENDIXC Detention Facility Data & Hydrographs - Detention Pond AppendixC Detention Pond Summary Detention Facility Design Storm Inflow Outflow W.S. Elevation (yr) (cfs) (cfs) (ft) 2 4 .95 0.62 274.78 10 6.76 0.68 275.00 -----------------------------------------------------------------------------25 7.72 0 .70 275.09 50 8.73 0.72 275.18 -----------------------------------------------------------------------------100 9.11 0 .73 275.21 Top of Pond Berm= 275 .80', Top of Overflow Spillway 275.25' Detention Facility AppendixC Detention Facility Area-Capacity Data Detention Facility Storage Elevation Depth Volume Cumulative Volume (ft) (ft) (ft3) (ft3) 273.00 0.00 0 0 273 .25 0 .25 2 2 273 .50 0 .50 13 15 273.75 0.75 77 91 274.00 1.00 390 481 274.25 1.25 788 1,268 274.50 1.50 1,041 2 ,309 274 .75 1.75 1,394 3,703 275 .00 2.00 1,922 5,624 275 .25 2 .25 2,653 8,278 275.50 2 .50 3,496 11,773 275.80 2 .80 3,948 15 ,721 90% Cumulative Volume (ft3) 0 2 13 83 437 1,153 2 ,099 3 ,366 5 ,113 7 ,525 10 ,703 14,292 Pond Elevation Depth (ft) (ft) 273.0 0.0 273.3 0.3 273.5 0.5 273 .8 0 .8 274.0 1.0 274.3 1.3 274.5 1.5 274.8 1.8 275 .0 2 .0 275.3 2.3 275.5 2.5 275.8 2.8 Notes : Detention Facility Appendix C Elevation -Discharge Data Depth -Discharge Data Overflow 6" x 3" Slot 2' x 2' Grate Spillway Flow Flow Flow (cfs) (cfs) (cfs) 0.00 0 .00 0.00 0.09 0 .00 0.00 0.25 0 .00 0.00 0.35 0 .00 0 .00 0.43 0 .00 0 .00 0.50 0.00 0 .00 0 .55 0.00 0 .00 0.62 0.00 0.00 0.68 0.00 0 .00 0.73 0 .00 0.00 0.14 2 .10 0 .00 0.06 2.35 0 .00 1. The outfall structure is a 6" x 3" slot with an 8" outfall pipe 2. The overflow spillway is a trapizoidal weir 275.25' (10' crest length) Total Design Flow (cfs) 0.000 0 .086 0.253 0.352 0.432 0.499 0.546 0.615 0 .677 0 .733 2.243 2.408 Detention Pond Plugged Condition Depth -Discharge Data Overflow Pond 6" x 3" Slot 2' x 2' Grate Spillway Total Design Elevation Depth Flow Flow Flow Flow (ft) (ft) (cfs) (cfs) (cfs) (cfs) 273.0 0.0 0 0 0.00 0 .00 273.3 0.3 0 0 0 .00 0.00 273.5 0.5 0 0 0.00 0.00 273.8 0.8 0 0 0.00 0 .00 274.0 1.0 0 0 0 .00 0 .00 274.3 1.3 0 0 0 .00 0 .00 274 .5 1.5 0 0 0 .00 0.00 274.8 1.8 0 0 0.00 0.00 275.0 2.0 0 0 0.00 0.00 275.3 2.3 0 0 0.00 0 .00 275 .5 2 .5 0 0 4.16 4.16 275 .8 2.8 0 0 11 .77 11.77 Notes: 1. The outfall structure is a 6" x 3" slot with an 8" outfall pipe 2 . The overflow spillway is a trapizoidal weir 275.25' (10' crest length) t=60s Elevation (ft) 273.00 273.25 273 .50 273.75 274.00 274.25 274.50 274.75 275.00 275 .25 275 .50 275.80 Detention Facility Appendix C Storage Routing Analysis Parameters Detention Facility Depth Discharge Storage 2 sit (ft) (0, cfs) (s, cf) 0.0 0 .00 0.0 0.0 0.3 0 .0 9 1.9 0.1 0.5 0 .25 14.5 0.5 0 .8 0.35 91.l 3.0 -1.0 0.43 480.7 16 .0 1.3 0 .5 0 1268 .3 42 .3 1.5 0.55 2308.9 77.0 1.8 0.62 3702.6 123.4 2.0 0.68 5624.3 187 .5 2.3 0 .73 8277.5 275 .9 2.5 2.24 11773.3 392.4 2 .8 2.41 15721.2 524.0 2 sit+ 0 0.00 0.15 0.74 3 .39 16.46 42.78 77.51 124.04 188.15 276.65 394.69 526.45 The outfall pipe is an 8" pipe. The overflow spillways is a trapezoidal weir at elev= 275.25' (10' crest length) Detention Facility Inflow & Outflow Hydrographs Appendix C . ~·1'Si¥t.~'f¥;?:;·· :· iiiflo:W~,., ~ 91itflow 'tliifl9"ii~ i.6Utlfc>~ _q:1fil1Q.w~ ~~ '~'liiijoW:.:r rouiflow:· 0:~1ilfldw f ~~it10~;; 1,. •Lr-fi .,.< ';'.;:2Yf'~~:;" lii!•;2yr,.,,; il.110}'.i>l\t ~"!iJlyr%' ';;~p5yt~ >'~Syr]'( {i0:$PYt&'f 1 ,55:cfyii~;: ¥ffe)JJOyf!'> •:~!l(ioY,1~. 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Ill .=. u "' c \ I . \ I \ I \ , \ I I I 2 Year Pre & Post-Development Hydrographs Appendix C .................... ---' \ ' ' I 0 10 20 30 40 so 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 Time (min) -Pre-Development 2yr -Post-Development 2yr r 1.49 I I 1 .84 10 Year Pre & Post-Development Hydrographs Appendix C ---.... -----' \ -Pre-Development lOyr --Post-Development lOyr 0 10 20 30 40 so 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 Time {min) 1.63 25 Year Pre & Post-Development Hydrographs Appendix C ~---------... ---. ----' ' 0 10 20 30 40 so 60 70 80 90 100 110 1 2 0 130 140 150 160 170 180 190 200 210 220 230 240 250 260 Time (min) -Pre-Development 25yr - -Post -Development 25yr I I \ I I I I I I 1 .79 \ \ \ \ \ 50 Year Pre & Post-Development Hydrographs Appendix C -------------' ' 0 10 20 30 40 so 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 Time (min) -Pre-Development SOyr --Post-Development SOyr ~ ~ I'll .c u "' 'i5 1.85 100 Year Pre & Post-Development Hydrographs Appendix C -...... ------------' ' 0 10 20 30 40 so 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 Time (min) -Pre-Development lOOyr - -Post-Development lOOyr METES AND BOUNDS DESCRlPTION OFA PRIVATE CROSS ACCESS EASEMENT COOPERS SUBDIVTSION COLLEGE STATION, BRAZOS COUNTY, TEXAS LiO •: 81: lfo l f'g 0!2038~~ OR l ~l 9 4 36 MTIIBS AND DOUNDS DESCRIPTION or A PRIVATE CROSS ACCESS EASEMENT LYING AND BEING SITUATED IN COllEOE STATION ,BRAZOSCOUNTY,TEXA:S. SAIDEkSEMENTBEil./GAPDRTIONOFLOT l ,COOPERSSUBDr"lSION,ACCORDil'1GTOTHE PLAT RECORDED IN VOLUME 4708 , PAGE 230 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY , TEXAS. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS : COMMENCING AT A 112 INCH IRON ROD FOUNDONTIIENORTHEASTLINEOF STATEHJ!}HWAYNO. 6 (VARll\BLE WIDTHR.O W.) MARKlNG THE SOUTH CORNER OF A CALLED 1.00 ACRE TRACT DESCRIBED AS BEING A PORTION OF SAID LOT 1 BY A DEED TO THE CITY OF COLLEGE STATION RECORDED IN VOLUME 5286, PAGE 253 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNIT, TEXAS; THENCE: N40° 37' 38 ' E TI!ROUGH SAID LOT 1 AND ALONG THE SOUTIIEAST LINE OF SAID LOO ACRE TRACT FOR A DISTANCE OF 34 .50 FEET TO THE POINT OF BEGINNING OF THJS HEREIN DESCRIBED EASEMENT; THENCE: N 40° 3 7' 38' E CONTINUING THROUGH SAID LOT 1 AND ALONG THE SOUTHEAST LINE OF SAID l.00 ACREmACT FORA DISTANCE OF 25.00 FEET, FOR REFERENCE A 112 INCH IRON ROD FOUND ONT HE NORTiffill.STLINE OF SAID LOT I MARKING THE EAST CORNER OF SAID LOO ACRE 1RACT BEARS : N40° 37' 38' E FOR A DISTANCE OF 251 .35 FEET; THENCE: S ~9° 22 ' 48' E CONTINUING TIIR.OUGH SAID LOT 1, 59 .50 FEET FROM AND PARALLEL TO THE NORTHEAST LINE OF STAIE HIGHWAY NO . 6, FOR A DISTANCE OF 213. !5 FEET TO THE COMMON LINE OF SAID LOT 1 AND BARKER SUBDJVISION , ACCORDING TO THE PLAT RECORDED IN VOLUME 5101 , PAGE 182 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS , FOR REFERENCE A 3/8 INCH IRON ROD FOUND MARKING THE COMMON CORNER OF SAID LOT 1 AND BARKER SUBDMSTON, BEARS : N 40° 23 ' 06' E FOR A DISTANCE OF 244.89 FEET; THENCE: S 40° 23' 06" W ALONG THE COMMON LINE OF SAID WT I AND BARKER SUBDIVISION FOR A DISTANCE OF 25.00FEET, FOR REFERENCE A 318 INCH IRON ROD FOUND ON 1HE NORTHEAST LINE OF STATE HJGH\VA Y NO . 6 MARKING TI:IE SOUTH CORNER OF SAID LOT 1 BEARS: S 40° 23 ' 06 ' W FOR A DISTANCE OF 34.50 FEET; THENCE: TI!ROUGH SAID LOT I FOR THE FOLLOWING CALLS: N 49° 22' 48" W FOR A DISTANCE OF 141.17 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HA VINO A R.t..DIUS OF 1450 FEET; ALONG SAID CURVE TI!ROUGH A CENTRAL ANGLE OF 90° 00' 00' FOR AN ARC DISTANCE OF 38.48 FEET (CHORD BEARS: S 85° 37' 12' W -34.65 FEET) TO TI:IE END OF SAID CURVE ; S 40° 37' 12' W FOR A DISTANCE OF 10.00 FEET TO THE NORTIIEAST LINE OF STATE HlGHW A Y NO. 6; THENCE: N 49° 22' 48 " W ALONG THE NORTifEAST LINE OF STATE HJGHW A Y NO . 6 FOR A DISTANCE OF 3 l.00 FEET; THENCE: TI!ROUGH SAID LOT 1 FOR THE FOLLOWING CALLS : N 40° 37' 12' E FOR A DISTANCE OF 20.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HA VINO A RADIUS OF 14.50 FEET; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 90° 00' oo · FOR AN ARC DISTANCE OF 22. 78 FEET (CHORD BEARS: N 04° 22' 48' W -20.51 FEET) TO THE END OF SAID CURVE; N 49° 22' 48" W FORA DISTANCE OF 2.08 FEET TO THE POINT OF BEGINNING CONTAINING 0.151 OF AN ACRE OF LAND.MOREORLESS,ASSURVEYEDONTHEGROUND -<£2014 . BEARINGSYSTEMSHOWNHEREINTSBASEDON GRID NORTiiAS ESTABLISHED FROM GPS OBSERV ATIO SEE PLAT PREPARED JUNE 2014 FORM ORE DESCRIPTIVE INFORMATION . BRAD KERR REGISTERED PROFESSIONAL LAND SURVEYOR No . 4502 CHY or · COLLEGE STATION 1.00 ACRE TRACT PORT10N LOT 1 5266/253 ' ' ', POINT OF'', BEGINNING 1/2 IN CH IRON ROO f"OWNO BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROt.l GPS OBSERVATION. SEE METES ANO BOUNDS PREPARED JUNE 20 14 FOR MORE DESCRIPTIVE INFORMATION. SURVEY PLAT OF A PR IVATE CROSS ACCESS EASEMENT PORTION OF LOT 1 COOPERS SUBDIVISION VOLUME 4708 , PAGE 230 CO LLE GE STATION BRAZOS COUNTY, TEXAS SCALE: 1 INCH -3D FEET }I ii k:---SURVEY DATE: 06 -04-14 An1 1A • ::::ic PlAT DATE: os-05-14 JOB NUMBER: 14.,:.435 C'.AD NAME: 14 .:..4.35 CR5 FllJE : 12-568 (cont); 14-435 Uob) PREPNlED BY: KERR SURVEYING, LLC 409 N. TEXAS AvENUE BRY/\N. TEXAS 77803 PllONE (979) 268r 31 95 LINE BEARING L1 N 40'37'38" E L2 s 40'23'06" w L3 s 40"37'12" w L4 N 40'37 12" E L5 N 49'22'48" W DISTANCE 34.,50' 34 .. 50' 10 .00· 20.00· 2.0.B' REMAINDER LOT 1 COOPER'~ SUBDIVISION PLAT 4 7 08/230 CURVE /\RC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD c1 3BAB 24.50" go·oo·oo" s 85'37'12" w 34.65' C2 22 ~78' 14.50" 90'00'00" N 04'22'48" W 20.51' SCALE : 1" 30 ' ~---1 , LOT 1 . BL OC K 1 ',, BARKER SUBDIVISION ;~Jc• (~0 t ... ., ,-. ..... ',, PLl\T 5101 /182 ', ', ' ' ', ', '', ',, ', ', c:.•:::i :::r_1::"'.:" 1· .. J ,.. ... <~· ... (10 ~!!'"· f'-~ , . '" ~'01 : Bk Vo 1 h U120J 824 OR 12194 Filed ror Record in: BRAZOS COIJfHY On: Aus 0612014 at 02:11P As o. Rei:orc1nss 01 2 03 8 2 ~ Amount 2&.0 0 Re1:e i Pt NuMber -~1 18 6 43 e~. Wins t onia Davenport ST ATE OF TEXAS COUNTY OF BRAZOS I hereb~ certif9 that this instrument was f iled on the date and ~ime st aMPed hereon b~ me o.nd w1s dub rei:orded in the volume o.nd Pase of the orricial Public records of: BRAZOS courm o.s s!;o.mPed hereon b~ me. Kar en l'kOuee n I e.rnzos Co•Jn t ~ Cl erk BRAZ.O S COUHTY ENGINEERING COMMENTS NO. 1 GJ';rhe 25-ft Cross Access Easement needs to be ded icated prior to site plan approva l. "'/C2 -Should there need to be a handrail or guardra il at the top of the retaining wall? :V /C4 -Shouldn 't there be a junction box in the park ing to clean out the bypass culverts? ~l;C 4 -Please add inlet protection at the grate inlets w ithin the parking lot. V C4 -Label the sign ificant flowlines of the pilot channel and grades in the detention /pond . fV /C5 -Provide a plan and profile for the public waterline including the fire hydrant. <::Ji V./C5 -FYI. .. It is preferred to connect to the exist ing sanitary sewer line at a manhole . Y. L 1 -Please move the live oaks at least 10-ft from the waterline . b ~~ Dra inage -Although the City has reservations about the absence of an offsite drainage • easemen t , we will issue a Development Permit based on your engineering seal and 1" P · R · ? j udgment w ith your certification of no negative impacts utilizing detention , returning to ~\AO:K . sheet flow , etc . It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary, as any future concerns from downstream properties will need to be addressed privately between design engineer, developer and property owner . ~l. .. A TCEQ Site Notice is required for this site . '¥YI ... Retaining walls 24-inches and higher require building perm its . Reviewed by : Erika Bridges Date : 4/21/14 * c.i-~o.A)d ~e. a_ --tcp oP Wm -etev. eP zrs. 3o . ~ DC -LCDV\I\ ~-ts '" ~r+) "')hod-~ +he veloo·1)·eJ a> ~ cit~~cs? ~ ~ o/\-€Qcl ~ ~ -. . ~ d<~~Or,? # Cbt,(f b'\ I eei::;+ es I i/Y $k: 7 ._,, ®#y '* C§J-\vlGIL\cl.Q_ ~ ~-Detai I::, ~< ~ ('.,I){)>" eet)atl . Proposed Convenience Store Proposed TIA Analysis Cortiers Gallery Tract location: SH 6 Northbound Frontage Road North of Barron Road Intersection Current Land Use -GC Vacant Projected Peak Hour Vehicle Trips per GC Zoning 10 Thousand Square Feet x 3.75 Trips per Thousand Square Feet= 37.5 Vehicle Trips 37 .5 Vehicle Trips< 150 Vehicle Trips TIA not required April I, 2014 Alan Gibbs, P .E. City Engineer Development Services City of College Station College Station, Texas Office : 979 .764.3900 Fax : 979.764 .3910 RE: Letter Acknowledging City Standards -Cortiers Gallery Dear Mr. Gibbs: The purpose of this letter is to acknowledge that the construction plans for the public waterline and site improvements for the above-referenced project, to the best of my knowledge, do not deviate from the B/CS Design Guideline Manual. I also acknowledge that, to the best of my knowledge, the details provided in the construction plans are in accordance with the B/CS Standard Details. Sincerely, Deven L. Doyen, P.E. Civil Engineer ,,,,,,,.,. ,,1 ~:f-OF Tt:,t •- ff 4-•·····••··· 1s "'-..... ·'*" ... ,. ~·*/ .... * ... ~ *:' \* ... ~ ····························· ~ ~ DEVEN L. DOYEN \ "·····························I ~98~.35 / .. , ~JE .. ·"~ . ..... ~~;,, "'3 I g Y' 'I FIRM # 12327 SCHULTZ ENGINEERING , LLC P.O. Box 11995 • College Station , Texas 77842 schultzengineeringllc .com FOR OFFIC,:VSE ONLY CASE NO .: l==i ·-J 1 CrTY or COLI.EGE STATION Home ofTexaJ A&M University• SITE PLAN APPLICATION GENERAL DATE SUBMITTED : Qt..\ ( 0 i / l L\ TIME : q '.?JD STAFF : ---ft:..~-::-~] _______ _ MINIMUM SUBMITTAL REQUIREMENTS: $932 Site Plan Application Fee. $350 Non-Residential Architectural Standards I Northgate Building Review Application Fee (if applicable). $600 (minimum) Development Permit Application I Public Infrastructure Review and Inspection Fee . Fee is 1 % of acceptable Engineer's Estimate for public infrastructure , $600 minimum (if fee is > $600 , the balance is due prior to the issuance of any plans or development permit). Application completed in full . This application form provided by the C ity of College Station must be used and may not be adjusted or altered. Fourteen (14) folded copies of site plan . One (1) folded copy of the landscape plan. One (1) copy of the following for Non-Residential Architectural Standards bu i lding review or Northgate Building Review (if applicable). ~ Building elevations to scale for all buildings . ~ A list of building materials for all facade and screening . ~ Color samples for all buildings or list colors to be used from the approved color palette . ~ Electron ic copy of Site Plan e-mailed to csuelectdesign@cstx .gov. Two (2) copies of the grading , drainage , and erosion control plans with supporting drainage report . Two (2) copies of the Public infrastructure plans and supporting documents (if applicable). Traffic Impact Analysis or calculations of projected vehicle trips showing that a TIA is not necessary for the proposed request (if applicable). The attached Site Plan Non-Residential Architectural Standards Building Review and Northgate Building Review checklists (as applicable) with all items checked off or a brief explanation as to why they are not check off. Date of Optional Preapplication or Stormwater Management Conference NAME OF PROJECT -'-C-'-o--'rt-"ie""'""rs~G~ac..clle~ry_,__ ___________________________ _ ADDRESS 4121 State Highway 6 LEGAL DESCRIPTION (Lot, Block, Subdivision) 1.503 Acres, Part of Lot 1 Block 1 Cooper's Subdivision APPLICANT/PROJECT MANAGER'S INFORMATION (Primary contact for the project): Name James Murr E-mail james@cortiers.com Street Add ress 3600 State Highway 6 S, Ste. 100 City College Station State TX Zip Code 77845 ----------------- Phone Number 979-985-5610 Fax Number ----------------- PROPERTY OWNER'S INFORMATION : Name Cortiers Gallery, LLC E-mail james@cortiers.com Street Address 3600 State Highway 6 S, Ste. 100 City College Station State _TX _________ Zip Code _7_7_84_5 _____ _ Phone Number 979-985-5610 Fax Number ----------------- 1/11 Pag e 1 of 11 ARCHITECT OR ENGINEER'S INFORMATION : Name Schultz Enginee ring, LLC -Deven Doyen, P.E. E-mail -----------~ Street Address 2730 Longmire Drive, Suite A d even@ schultz engineeringllc.com City College Station State Te x as Zip Code _7_78_4_5 _____ _ Phone Number 979-764-3900 Fax Number 979-764-3910 ----------------- 0 THE R CONTACTS (Please specify type of contact): Name Street Address City State _________ Zip Code Phone Number Fax Number ----------------- Current zoning _R _____________________________________ _ Presentuseofproperty _V_a_c_an_t ________________________________ ~ Proposed use of property Commercial -Office/Mix ed Use Number of parking spaces required -'-4 ~0 ________ Number of parking spaces proposed -'--6"-B ______ _ Is there Special Flood Hazard Area (Zone A or Zone AE on FEMA FIRM panels) on the property? I Yes IX No This information is necessary to help staff identify the appropriate standards to review the application and will be used to help determ ine if the application qualifies for vest ing to a previous ordinance. Notwithstanding any assertion made, vesting is limited to that which is provided in Chapter 245 of the Texas Local Government Code or other applicable law. Is this appl ication a continuation of a project that has received prior City platting approval(s) and you are requesting the application be reviewed under previous ordinance as applicable? If yes, provide information regarding the first approved application and any related subsequent applications (provide additional sheets if necessary): Project Name : City Project Number (in known): Date I Timeframe when submitted : 1/1 1 Page 2of 11 MUL Tl-FAMILY RESIDENTIAL Total Acreage Floodpla in Acreage ____ _ Housing Units #of 1 Bedroom Un its --- ___ # of 2 Bedroom Units # of 3 Bedroom Units --- # of 4 Bedroom Un its --- FOR 2 BEDROOM UNITS ONLY #Bedrooms= 132 sq. ft . --- ___ #Bedrooms < 132 sq . ft . PARKLAND DEDICATION (Fees due prior to the issuance of a Building Permit) #of Multi-Family Dwelling Units X$1636=$ --------- # of acres in floodplain # of acres in detention # of acres in greenways Date dedication approved by Parks & ____ Recreation Advisory Board COMMERCIAL Total Acreage _1-'.5-'0-'3 ____ _ Bu ild ing Square Feet 10,oe>O Floodplain Acreage ____ _ * Proj ects that were vested prior to January 1, 2008 , per Chapter 245 of the Texas Local Government Code may be assessed a different amount. Please contact city staff for additional i nformation . The applica nt has prepa re d this application and cerlifies that the facts stated herein and ex hibits a tta ch ed hereto are true and correct. Si g";ature and t itle Date 1 /11 Page 3 of 11 CERTIFICATIONS REQUIRED FOR ALL DEVELOPMENT Owner Certification: 1. No work of any kind may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein . 3 . If revoked, all work must cease until permit is re-issued . 4. Development shall not be used or occupied until a Certificate of Occupancy is issued . 5 . The permit will expire if no significant work is progressing within 24 months of issuance . 6 . Other permits may be required to fulfill local, state, and federal requirements. Owner will obtain or show compliance with all necessary State and Federal Permits prior to construction including NOi and SWPPP. 7 . If required, Elevation Certificates will be provided with elevations certified during construction (forms at slab pre- pour) and post construction. 8. Owner hereby gives consent to City representatives to make reasonable inspections required to verify compliance . 9. If, stormwater mitigation is required, including detention ponds proposed as part of this project, it shall be designed and constructed first in the construction sequence of the project. 1 O. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that all debris from construction, erosion , and sedimentation 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. 11 . The information and conclusions contained in the attached plans and supporting documents will comply with the current requirements of the City of College Station , Texas City Code , Chapter 13 and associated BCS Unified Design Guidelines Technical Specifications, and Standard Details . All development has been designed in accordance with all applicable codes and ordinances of the City of College Station and State and Federal Regulations . 12 . Release of plans to (name or firm) is authorized for bidding purposes only . I understand that final approval and release of plans and development for construction is contingent on contractor signature on approved Development Permit. 13. I, THE OWNER, AGREE TO AND CERTIFY THAT ALL STATEMENTS HEREIN , AND IN ATTACHMENTS FOR THE DEVELOPMENT PERMIT APPLICATION, ARE , TO THE BEST OF MY KNOWLEDGE, TRUE, AND ACCURAT ~ { 2 --=-/~""~!<'-/' '3 /2.r//7 v Property Owner(s) Date Engineer Certification: 1/11 1. The project has been designed to ensure that stormwater mitigation , including detention ponds , proposed as part of the project will be constructed first in the construction sequence . 2 . I will obtain or can show compliance with all necessary Local , State and Federal Permits prior to construction including NOi and SWPPP . Design will not preclude compliance with TPDES : i .e ., projects over 10 acres may require a sedimentation basin . 3 . The information and conclusions contained in the attached plans and supporting documents comply with the current requirements of the City of College Station , Texas City Code, Cha~te~~~\\Socia. ted BCS Unified Design Guidelines . All development has been designed in accordance wit~~icl?€~~des and ordinances of the c;ty of College Stat;on and State and Fedecal Regulabons. ,,."-.. *· .. ~ol! 11 4 . I, THE ENGINEER, AGREE TO AND CERTIFY THAT ALL STATEME ~~ AN!:1·J~TACHMENTS FOR THE DEVELOPMENT PERMIT APPLICATION , ARE , TO THE B ~TfOF •••••••• .PW~[j , TRUE , AND ACCURATE . * .. :.~·;;!"'' \.. 00'!.' ... ••(i ·· o~~.i;.'~ ... -:........ : ,66 ······· . ...., ~·~ \0 X}/ ~ ' ... f.. w Engineer r Date Page 4of11 The following CERTIFICATIONS apply to development in Special Flood Hazard Areas. Required for Site Plans, Final Plats, Construction Plans, Fill/ Grading Permits , and Clearing Only Permits:* A. I, certify , as demonstrated in the attached drainage study, that t he alterations or development covered by this permit , shall not: (i) increase the Base Flood elevation ; (ii) create add it ional areas of Special Flood Hazard Area ; (iii) decrease the conveyance capacity to that part of the Special Flood Hazard Area that is not in the floodway and where the velocity of flow in the Base Flood event is greater than one foot per second . This area can also be approximated to be either a reas with in 100 feet of the boundary of the reg u latory floodway or a reas where the depth of from the BFE to natural ground is 18 inches or greater; (iv) reduce the Base Flood water sto rage volume to the part of the Special Flood Hazard Area that is beyond the floodway and conveyance area where the velocity of flow in the Base Flood is equal to and less than one foot per second without acceptable compensation as set forth in the City of College Station Code of Ordinances , Chapter 13 concern ing encroachment into the Special Flood Hazard Area ; nor (v) increase Base Flood velocities . beyond those areas exempted by ordinance in Section 5 .11 .3a of Chapter 13 Code of Ordinances . Engin ee r Dat e In it ial D * If a platting -status exemption to this requirement is asserted , provide written justification under separate letter in lieu of certification . Required for Site Plans, Final Plats, Construction Plans, and Fill/ Grading Permits: B . I, , certify to the follow ing : (i) that any nonresidential or multi -family structure on or proposed to be on this site as part of this application is des igned to prevent damage to the structure or its contents as a result of flooding from the 100-year storm . Engineer Date Additional certification for Floodway Encroachments: C . I, ________________ , certify that the construction , improvement, or fill covered by th is permit shall not increase the base flood elevation . I will apply for a variance to the Zoning Board of Adjustments . Engineer Date 1/11 Page 5of11 Required for all projects proposing structures in Special Flood Hazard Area (Elevation Certificate required). Residential Structures: D . I, , certify that all new construction or any substantial improvement of any residential structure shall have the lowest floor, including all utilities , ductwork and any basement , at an elevation at least one foot above the Base Flood Elevation. Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre-pour) and post construction . Engineer I Surveyor Date Commercial Structures: , certify that all new construct ion or any substantial improvement of any commercial , industrial, or other non-residential structure are designed to have the lowest floor , including all utilities , ductwork and basements , elevated at least one foot above the Base Flood Elevation Engineer I Surveyor Date OR I, , certify that the structure with its attendant utility , ductwork , basement and san itary facilities is designed to be flood-proofed so that the structure and utilities , ductwork , basement and san itary facil ities are designed to be watertight and impermeable to the intrusion of water in all areas below the Base Flood Elevation, and shall resist the structural loads and buoyancy effects from the hydrostati c and hydrodynamic conditions . Required Elevation Certificates will be provided with elevations certified during construction (forms at slab pre- pour) and post construction . Enginee r I Surveyor Date Cond itions or comments as part of approval : 1/11 Page 6of11 SITE PLAN MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: [g) Sheet size -24" x 36" (minimum). [g] A key map (not necessarily to scale). [g) Title block to include : [g] Name , address , location, and legal description [g) Name , address , and telephone number of applicant [g) Name , address , and telephone number of developer/owner (if differs from applicant) [g) Name , address , and telephone number of architecUengineer (if differs from applicant) [g] Date of submittal [g) Total site area [g) North arrow . [g) Scale should be largest standard engineeri ng scale possible on sheet. [g] Ownersh ip and current zoning of parcel and all abutting parcels . ~ The total number of multi-family buildings and units to be constructed on the proposed project site . ~ The density of dwell ing units per acre of the proposed project. ~ The gross square footage of all buildings and structures and the proposed use of each . If different uses are to be located in a single building, show the location and size of the uses within the building . Building separation is a minimum of 15 feet w/o additional fire protection. Locations of the following on or adjacent to the subject site: Designate between existing and proposed tJy;.;J The dens ity of dwelling un its per acre of the proposed project. µjAJ Phasing . Each phase must be able to stand alone to meet ordinance requirements . ~ Buildings (Existing and Proposed). ~!41 Setbacks according to UDO, Article 5 . Geography [g) Water courses . ~ 100 yr. floodplain and floodway (if applicable) on or adjacent to the proposed project site . Please note if there is none on the site with con fi rming FEMNFIRM map number. [g) Existing topography (2 ' max or spot elevations) and other pert inent drainage information . (If plan has too much information , show drainage on separate sheet.) [g) Proposed grading (1' max for proposed or spot elevations) and other pertinent drainage information . (If plan has too much information , show drainage on separate sheet.) 1/11 Page 7of11 Streets, Parking, and Sidewalks ~ Existing streets and sidewalks (R.O .W.). ~ Existing Driveways , both opposite and adjacent to the site according to UDO , Article 7. ~ Proposed drives . M inimum drive aisle width according to UDO, Article 7 ~ Indicate proposed driveway throat length according to UDO, Article 7 ~ Proposed curb cuts . ~ For each proposed curb cut (including driveways , streets , alleys , etc.) locate existing curb cuts on the same and opposite side of the street to determine separation distances between existing and proposed curb cuts . ~ Proposed curb and pavement detail. ~ A 6" raised curb is required around all edges of all parts of all paved areas without exception . (To include island , planting areas , access ways , dumpster locations , utility pads, etc.) No exception will be made for areas designated as "reserved for future parking''. H{M Proposed medians . ~ Proposed sidewalks (both public and private). ~ Proposed pedestrian/bike circulation and facilities for non -residential buildings (UDO , Article 7). ~ Off-Street parking a reas with parking spaces drawn , tabulated , and dimensioned . ~ Designate number of parking spaces required by ordinance and provided by proposal. ~ Handicap parking spaces . ~ Parking Islands drawn and dimensioned with square footage calculated according to UDO , Section 7 .2 or 7 .9 fornon - residentia l buildings . ~ Parking setback from R .O.W. to curb of parking lot as required . ~ Wheelstops may be required when cars overhang onto property not owned by the applicant or where there may be conflict with pedestrian or bike facil ities , handicap accessible routes or above ground utilities, signs or other confl icts . HfibJ Security gates , show ing swing path and design specs with colors . ~ Guardrails . Include design and colors . ~ Traffic Impact Analysis for non-res idential development (UDO , Article 7). ~ Please note if none is required. ~ Will there be access from a TxDOT R.O .W.? ~Yes D No If yes , then TxDOT permit must be submitted with this application . Easements and Utilities ~ Easements -clearly designate as existing or proposed and type (ut ility , access , etc .) ~ Utilities (noting size and designate as existing or proposed) within or adjacent to the proposed site , including bu il ding transformer locations , above ground and underground service connections to buildings, and drainage inlets . ~ Sewer Design Repo rt (if applicable). 'W Water Des ign Report and/or Fire Flow Report (if applicable). ~ Drainage Report with a Technical Design Summary. ~ Meter locations , ex ist ing and proposed (must be located in public R .O .W. or public utility easement). ~ Provide a water and sanitary sewer legend to include ~ Mini m um water demands ~ Max imum water demands ~ Average water demands in gallons per minute , and ~ Max imum sewe r loadings in gallons per day ~ Will there be access from a TxDOT R.O .W.? ~ Yes D No If yes , then TxDOT permit must be submitted with th is application . 1/11 Page 8 of11 Fire Protection ~ Show fire lanes. Fire lanes with a minimum of 20 feet in width with a minimum height clearance of 14 feet must be established if any portion of the proposed structure is more than 150 feet from the curb line or pavement edge of a public street or highway . (g] Show proposed and ex isting fire hydrants. Fire hydrants must be located on the same side of a major street as a project , and shall be in a location approved by the City Engineer. Any structure in any zoning district other than R-1, R-1A , or R-2 must be within 300 feet of a fire hydrant as measured along a public street , highway or designated fire lane. NOTE: Fire hydrants must be operable and accepted by the City, and drives must have an all weather surface before a building permit can be issued . (g] Will building be sprinkled? ~Yes [il No If the decision to sprinkle is made after the site plan has been approved, then the plan must be resubmitted . If Yes , gf Show fire department connections . FDC's should be within 150' of the fire hydrant. In no case shall they be any further than 300' apart , and they shall be accessible from the parking lot without being blocked by parked cars or a structure . Landscaping (g] Landscape plans as required in Article 7 of the Unified Development Ordinance . The landscaping plan can be shown on a separate sheet if too much information is on the original site plan . If requesting protected tree points, then those trees need to be shown appropriately barricaded on the landscape plan. Attempt to reduce or eliminate plantings in easements. Include information on the plans such as : (g] requ ired point calculations (g] additional streetscape points required . Streetscape compliance is required on all streets . 1v1 calculations for # of street trees required and proposed (proposed street tree points will accrue toward total ~ landscaping points .) (g] proposed new plantings with points earned (g] proposed locations of new plantings (g] screening of parking lots, 50% of all shrubs used for screening shall be evergreen . 1v1 screening of dumpsters , concrete retaining walls , off street loading areas , utility connection points , or other ~ areas potentially visually offensive . (g] existing landscaping to remain 1v1 show existing trees to be barricaded and barricade plan . Protected points will only be awarded if barricades are ~ up before the first development permit is issued . (g] Buffer as required in Article 7 of the Unified Development Ordinance . (g] Show irrigation system plan. (or provide note on how irrigation system requirement will be met prior to issuance of C . 0.) All plans must include irrigation systems for landscaping . Irrigation meters are separate from the regular water systems for buildings and will be sized by city according to irrigation demand submitted by applicant and must include backflow prevention protection. (g] Is there any landscaping in TxDOT R.O .W.? D Yes (g] No If yes, then TxDOT permit must be submitted at the time of application . Other tl~ Common open spaces sites ~ Loading docks rfilJ Detention ponds ~ Retaining walls NZ,QJ Sites for solid waste containers with screening. Locations of dumpsters are accessible but not visible from streets or residential areas. Gates are discouraged and visual screening is required . (Minimum 12 x 12 pad required .) qJ-Are there impact fees associated with this development? D Yes RJ No NOTE: Signs are to be permitted separately . 1/11 Page 9of11 ' , CITY OF C OLLEGE S TATION Home of Texas A&M Un ivmity• NRA BUILDING REVIEW MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Refer to UDO Section 7 .9 Non -Residential Architectural Standards, as appropriate. ~ Sheet size -24" x 36" (minimum). ~ Title block to include : ~ Name, address , location , and legal description ~ Name , address , and telephone number of appl icant ~ Name, address, and telephone number of developer/owner (if differs from applicant) ~ Name , address , and telephone number of architect/engineer (if differs from applicant) ~ Date of submittal ~ Scale should be largest standard scale possible on sheet. ~ List of colors from the City of College Station color palette to be utilized or proposed equivalents . ~ Color samples . ~ List of materials to be utilized . ~ Elevations of each non -residential building and screening structure . Show placement of materials and co lors on the facades accord ing to UDO Section 5.6 .B or 7 .9. ~ Include the follow ing d imensions : ~ Total vertical square footage minus openings (for each fac;:ade separately} ~ Total vert ical square footage of transparency (for each fac;:ade separately in Northgate) ~ Total vertical square footage of each building material (for each fac;:ade separately) ~ To tal vert ical square footage of each color (for each fac;:ade separate ly) ~ Grap hi c representation and/or description of existing build ings in building plot to show material , color, and arch itect ural harmony. 1111 Page 10 of 11 CITY or Coll.EGE STATION Hom e o/Tl!Xas A&M University" 1/11 NORTHGATE BUILDING REVIEW MINIMUM REQUIREMENTS (ALL CITY ORDINANCES MUST BE MET) INCLUDING BUT NOT LIMITED TO THE FOLLOWING: Refer to UDO Section 5.6. Design Districts, B. Northgate Districts (NG) ~ Sheet size ;; 24" ~ 36 " (minimum). wm Title block to include : ~ Name, address, location , and legal description fW. Name, address , and telephone number of applicant ~ Name, address, and telephone number of developer/owner (if differs from applicant) ~ Name , address , and telephone number of architect/engineer (if differs from applicant) mJ. Date of submittal m Scale should be largest standard engineering scale possible on sheet. ~ List of colors from the City of College Station Northgate color palette to be utilized or proposed equivalents with color samples . ~ List of materials to be utilized . ~ Elevations of each building and screening structure . Show placement of materials and colors on the facades and identify public entrances . Include the following dimensions : Total vertical square footage minus openings (for each fa9ade separately) Total vertical square footage of each building material (for each far;:ade separately) Total vertical square footage of each color (for each fa9ade separately) Total vertical square footage of transparency between zero and eight feet (0 -8 ') above ground level (for each non-residential fa9ade) Graphic representation and/or description of existing buildings in building plot to show material , color , and architectural harmony . rE11JP. 11 of 11 April 2 , 2014 TO : FROM : SUBJECT: C ITY OF C OJ...LEGE S TATION Home of Texas A&M University " MEMORANDUM James Murr, via : james@cort iers .com / Morgan Hester, Staff Planner CORTIERS GALLERY (SP) Thank you for the submittal of your SITE PLAN -COMMERCIAL application . Carol Cotter, Senior Assistant City 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, April 16 , 2014. If you have questions in the meantime , please feel free to contact us . PC : Schultz Engineering , LLC -Deven Doyen , P.E., via : deven@schultzengineering .com ../' P&DS Project No . 14-00900077 Planning & Development Services P .O. BOX 9960 • 110 1 T EXAS AVENUE · COLL EGE STATION · TEXAS · 77842 TEL 979.764.357 0 ·FAX. 979.764.3496 cstx.gov/devservices MEMORANDUM DATE : August 22, 2014 TO : James Murr, via: james@cortiers .com FROM : Mark Bombek, Staff Planner SUBJECT: Cortiers Gallery (SP) 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); Seven (7) 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) Two (2) revised site plans One (1) landscaping plan One (1) 24x36 grading and erosion control plan Easement Dedication Sheet and required documents 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 pc : Engineering , LLC-Deven Doyen , P.E., via : deven@schultzengineering.com / P&DS Project No.14-00900077 Planning & Development Services P.O. BOX 9960 • l lOI TEXAS AVENUE · COLLECE STATION • TEXAS • 77842 TEL 979.76 4 .35 70 ·FAX. 97 9.764.3496 cstx.gov/devservices PLANNING 1. No Comments STAFF REVIEW COMMENTS NO. 3 Project: Cortiers Gallery (Sp) -14-00900077 2. 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 add itional changes on these plans that the City has not been made aware of will constitute a completely new review . Reviewed by: Mark Bombek Date : 08/21/2014 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. SITE PLAN/PLAT: Developer will provide CSU with a digital, AutoCAD dwg format , version of plat and I or site plan as soon as it is available. Email to : ehorton@cstx .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. EASEMENTS: All easements on site are existing. Electric facilities will be designed within existing easements . 5. EASEMENTS: Developer provides descriptive easements for electric infrastructure as designed by CSU , as shown on plat or site plan . 6. 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 rise r. 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 and secondary pedestals per CSU specs and design , Pull boxes and secondary pedestals provided by CSU . Pag e 2 of 4 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 Eric Horton at 979 .764.6280. Reviewed by: Eric Horton Date: 8/20/14 Page 3 of 4 MEMORANDUM My 23 , 2014 James Murr, via : james@cortiers .com / TO : FROM : Morgan Hester, Staff Planner SUBJECT : CORTIERS GALLERY (SP) 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 by any Monday at 10 :00 a.m. for further staff review : C ity 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); One (1) complete set of site civil construction documents for the proposed development with the revised site and landscaping plans attached Two (2) 24 "x36 " revised site plans ; 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). FYI -The TxDOT permit has been submitted for review . 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 Admin ist rator 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 explain ing the deta ils . If you have any questions or need additional information , please contact Morgan Hester at 979.764 .3570. Attachments : Staff Review Comments pc : Engineering , LLC-Deven Doyen, P.E., via : deven@schultzengineering .com / P&DS Project No . 14-00900077 Planning & De11elopme11t Sn· vices P.O . BOX 9960 • l 1011T:.XAS AVENUE • CO LL EGE STATIO N • TEXAS • 77842 TEL . 979.76 4 .35 7_0 ·FAX . 97 9.764 .3496 -""'t!:.__,,. __ .... . ···~·-·-~· ~ ....... lt "<..t · .. ·;l PLANNING STAFF REVIEW COMMENTS NO. 1 Project: Cortiers Gallery (SP) 14-00900077 1. Repeat: Please remove the note about roll-off trash cans . 2 . 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 : Morgan Hester Date : May 16 , 2014 ENGINEERING COMMENTS NO. 2 1. (Repeat) Drainage -Although the City has reservations about the absence of an offsite drainage easement, we will issue a Development Permit based on your engineering seal and judgment with your certification of no negative impacts utilizing detention , returning to sheet flow , etc . It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary, as any future concerns from downstream properties will need to be addressed privately between design engineer, developer and property owner. With previous projects that have been allowed to proceed without an offsite drainage easement, a signed & sealed letter from the design engineer with a certification of no negative impacts utilizing detention, returning to sheet flow, etc. has been submitted. 2 . Please submit copies of the filed private 25-ft Cross Access Easement and the TCEQ Site Notice . As a reminder, these items are required prior to site plan approval. 3. C2/Drainage Report -The top of berm elevation should 0.5-ft higher than the 100-yr WSE under clogged conditions . 4 . CS -Include the City Standard Detail for the sanitary sewer service connection . 5. Drainage Report -What are the velocities at the curb openings and the pond overflow spillway? 6. Drainage Report -In the Appendix A -Inlets & Pipes Summary , was it supposed to reference Area 202 (there doesn't appear to be an Area 201 on the exhibits)? 7. Drainage Report -In the Appendix A -Bypass & TxDOT Summary , Area 501 does not match the acreage shown in Exhibit B. 8. Drainage Report -In the Appendix A -Bypass & TxDOT Summary , label the actual capacity of the bypass and TxDOT culverts at the referenced slopes . Reviewed by : Erika Bridges Date : May 22, 2014 N • ~ -.... iVllllllll'lllll-.~._._-.-.. ________ Crrv or C ou.EGE STATION _________________ _ .,..,,._ -Htlme o/Te:w A&M Unit1miry " raw• MEMORANDUM April 22 , 2014 FROM : Morgan Hester, Staff Planner SUBJECT: CORTIERS GALLERY (SP) 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 " revised landscaping plan ; 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 Morgan Hester at 979.764 .3570 . Attachments : Staff Review Comments 0"0 pc: Engineering , LLC -Deven Doyen, P.E., via: deven@schulttenQneering.com P&DS Project No . 14-00900077 \7 Planning & Deuelopmmt Services P.O. BOX 9960 • 110 1 TEXAS AVENUE · COl.l EGE STi\TlO N • ll~XAS • 77 842 TEL 979.764.3570 ·FAX. 979.764.3496 cstx.gov/devservices PLANNING STAFF REVIEW COMMENTS N0.1 Project: Cortiers Gallery (SP) 14-00900077 1. If the intended use for the drive-thru is a restaurant , please show the location of the menu/order board. 2. The proposed size of the dumpster pad would allow for two 4 or 8 cubic yard containers . If th is is the desire for the site , a front-end loader sanitation truck will be able to accommodate pick-up . A note mentions roll -out trash cans . If this is the ultimate plan for the site , Sanitation will requ ire that the cans be rolled out to the roadway . If you have any questions , please contact Wally Urruita at 979 .764 .3841 . 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 addit ional changes on these plans that the City has not be made of aware of will constitute a completely new review . Reviewed by : Morgan Hester Date : April 4 , 2014 LANDSCAPING/STREETSCAPING/BUFFER 1. Please include on the landscape plan that each cane of the crepe myrtles will measure to be a 1.25 " caliper. Rev iewed by : Morgan Hester Date : April 4 , 2014 ENGINEERING COMMENTS NO . 1 1. The 25-ft Cross Access Easement needs to be dedicated prior to site plan approval. 2. C2 -Should there need to be a handrail or guardrail at the top of the retaining wall? 3 . C4 -Shouldn 't there be a junction box in the parking to clean out the bypass culverts? 4 . C4 -Please add inlet protection at the grate inlets within the parking lot. 5. C4 -Label the significant flowlines of the pilot channel and grades in the detention pond . 6 . C5 -Provide a plan and profile for the public waterline including the fire hydrant. 7. C5 -FYI. .. It is preferred to connect to the existing san itary sewer line at a manhole . 8. L 1 -Please move the live oaks at least 10 -ft from the waterline . 9 . Drainage -Although the City has reservations about the absence of an offsite drainage easement, we will issue a Development Permit based on your engineering seal and judgment with your certification of no negative impacts utilizing detention , returning to sheet flow , etc . It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary , as any future concerns from downstream properties will need to be addressed privately between design engineer , developer and property owner. 10 . FYI. .. A TCEQ Site Notice is required for this site . 11 . FYI ... Reta ining walls 24 -inches and higher require building permits . Reviewed by : Erika Bridges Date : April 21 , 2014 FIRE 1. Knox Box and Knox Caps needed 2 . Fire Alarm and Fire Sprinkler plans to be submitted to College Station Fire Marshal 's office: 300 Krenek Tap , College Station , TX 77840 3. If the eve of the building is 30' an Arial Access Easement will be needed. 4 . In lieu of Fire Lane striping behind parking spaces a Fire Lane sign may be used . See City Ordinance 6-1 (B) #9 Reviewed by : Steve Smith Date : April 8, 2014 SANITATION 1. Dumpster enclosure on site plan will only work for a Front End Loading dumpster. Reviewed by : Wally Urrutia Date: April 8, 2014 TRANSPORTATION 1. In addition to TxDOT comments , please provide detention outfall information on the permit and resubmit. 2 . Also, you may want to clarify that the existing driveway located 251 ' from the proposed driveway, is not an improved driveway. 3 . The proposed TIA analysis should not utilize trip generation for zoning . Please use the ITE Trip Generation Manual for the proposed uses . Please show the square footage of each proposed use on the site plan . Any drive thru will need to be limited in size based on what is assumed for the TIA calculations . Reviewed by : Danielle Singh, P.E., Transportation Planning Coard. Date: April 9, 2014 April 2 , 2014 ..... .,, CITY OF COLLE G E S TAT ION Home ofTi:xas A &M Un iversi ty • MEMORANDUM TO : James Murr, via: james@cortiers.com V" FROM : Morgan Hester, Staff Planner SUBJECT: CORTIERS GALLERY (SP) Thank you for the submittal of your SITE PLAN -COMMERCIAL application . Carol Cotter, Senior Assistant City 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 , April 16 , 2014 . If you have questions in the meantime , please feel free to contact US . PC : Schultz Engineering , LLC -Deven Doyen, P.E., via : deven@schultzengin eering .com / P&DS Project No . 14-00900077 Planning & Development S ervices P.O. 80X 9960 • 110 I TEXAS AVENUE • COLLEGE STATION • TEXAS • 77842 TEL 979.764.3570 ·FAX . 979.764.3496 cstx.gov/devservices C ITY OF C OLLEGE STATION Home of Texas A&M University• FOR OFFICE USE ONLY CASE NO .: \4 -Jl DATE SUBMITTED: 00 /251 (tj TIME: !l-30 STAFF : _,_fj..........._J _______ _ PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No .: [8] Existing Project Submittal. Case No .: 14-00900077 Project Name Cortiers Gallery (SP) Contact Name James Murr --------------~ We are transmitting the following for Planning & Development Services to review and comment (check all that apply): 0 Comprehensive Plan Amendment 0 Non-Residential Architectural Standards D Rezoning Application 0 Irrigation Plan 0 Conditional Use Permit 0 Variance Request 0 Preliminary Plan 0 Development Permit 0 Final Plat 0 Development Exaction Appeal 0 Development Plat 0 FEMA CLOMA/CLOMR/LOMA/LOMR [8] Site Plan [8] Grading Plan 0 Special District Site Plan [8] Other -Please specify below 0 Special District Building I Sign Response to Comments [8] Landscape Plan 7 Sets of Construction Drawings INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: 0 Comprehensive Plan Amendment 0 Waterline Construction Documents 0 TxDOT Driveway Permit 0 Sewerline Construction Documents 0 TxDOT Utility Permit 0 Street Construction Documents 0 Drainage Letter or Report 0 Easement Application 0 Fire Flow Analysis 0 Other -Please specify Special Instructions: 10/10 Print Form qgchultz Engi neer ing , LLC August 22 , 2014 MarkBombek Staff Planner City of College Station 1101 Tex as Avenue College Station, TX 77840 Re: Cortiers Gallery (SP) 14-00900077 Dear Ms . Bridges: Attached is the response to comments and the follo w ing: • 2 -24" x 36" Revised Site Plans • 1 -24" x 36" Grading and Erosion Control Plan • 1 -24" x 36" Landscape Plan • 7 -Set of Construction Documents for Stamping and Approval If you h ave any questions , please do not hesitate to call. Sincerely, Schultz Engineering, LLC. Deven Doyen, P .E . Civil Engineer P.O . Box 11995 • College Station , Texas 77842 schultzengineeri ng llc .com Office : 979 .764 .3900 Fax : 979 .764 .3910 STAFF REVIEW COMMENTS NO. 3 Project: Cortiers Gallery (Sp) -14-00900077 PLANNING 1. No Comments Noted. 2. 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 . Noted. Reviewed by: Mark Bombek Date: 08/21/2014 ELECTRICAL COMMENTS REQUIRING IMMEDIATE ATTENTION 1. SITE PLAN/PLAT: Developer will provide CSU with a digital, AutoCAD dwg format, version of plat and I or site plan as soon as it is available. Email to: ehorton@cstx.gov Noted. 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. EASEMENTS: All easements on site are existing. Electric facilities will be designed within existing easements. 5. EASEMENTS: Developer provides descriptive easements for electric infrastructure as designed by CSU, as shown on plat or site plan. 6 . 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. Noted. 2. CSU will provide drawings for electrical installation. Noted. 3. Developer provides 30 ' of rigid or IMC conduit for each riser conduit. CSU installs riser. Noted. Page 1 of 2 4. Developer will intercept existing conduit at designated transformers or other existing devices and extend as required. Noted. 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. 6. Developer pours electric device pads or footings, i.e. transformers, pull boxes, or other device, per CSU specs and design. Noted. 7. Developer installs pull boxes and secondary pedestals per CSU specs and design, Pull boxes and secondary pedestals provided by CSU. Noted. 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. Noted. 9. To discuss any of the above electrical comments please contact Eric Horton at 979.764.6280. Noted. Reviewed by: Eric Horton 8/20/14 Page 2 of 2 Date: 8/20/14 ClTY OF COLLEGE STAT ION Home of Texas A &M Univmity 0 FOR OFFICE USE ONLY TIME : STAFF : --===to~;;::::::::>------ PLANNING & DEVELOPMENT SERVICES TRANSMITTAL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No .: --------~ Exist ing Project Submittal. Case No .: 14-00900077 Project Name Cortiers Gallery (SP) Contact Name James Murr --------------~ We are transmitting the following for Planning & Development Services to review and comment (check all that apply): D Comprehensive Plan Amendment D Rezon ing Applicat ion D Cond it ional Use Permit D Prelim inary Plan D Final Plat D Development Plat [g] Site Plan D Specia l D istrict Site Plan D Specia l D istrict Bu ilding I Sign [g] Landscape Plan INFRASTRUCTURE AND ENGINEERING DOCUMENTS D Non-Residential Architectural Standards D Irrigation Plan D Variance Request D Development Permit D Development Exaction Appeal D FEMA CLOMA/CLOMR/LOMA/LOMR [g] Grading Plan [g] Other -Please specify below Response to Comments Construction Drawings All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Comprehensive Plan Amendment D Waterline Construction Documents D TxDOT Driveway Permit D Sewerline Construction Documents D TxDOT Utility Permit D Street Construction Documents [g] Dra inage Letter or Report [g] Easement Application D Fire Flow Analysis D Other -Please spec ify Special Instructions : 10/1 0 Print Form August 6, 2014 Erika Bridges Graduate Civil Engineer City of College Station 1101 Texas Avenue College Station, TX 77840 Re: Cortiers Gallery (SP) 14-00900077 Dear Ms. Bridges: Attached is the response to comments and the following: • 2 ~ 24" x 36" Revised Site Plans • 1 ~ 24" x 36 " Grading and Erosion Control Plan • 1 ~ 24" x 36" Landscape Plan • 1 ~ Set of Construction Documents • 1 ~ Drainage Letter • 1 ~ Revised Drainage Report • PUE Documents • Filed Access Easement If you have any questions , please do not hesitate to call. Sincerely, Schultz Engineering, LLC. Civil Engineer P.O . Box 11995 • College Station , Texas 77842 schu ltzeng inee ringll c.com Office : 979 .764 .3900 Fax : 979 .764 .3910 PLANNING STAFF REVIEW COMMENTS NO. 2 Project: Cortiers Gallery (SP) 14-00900077 1. Repeat: Please remove the note about roll-off trash cans. The note about the roll off trash cans has been removed. 2. 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. A PUE is required for CSU Electrical service and has been added along the east property line. An easement application is attached. Reviewed by: Morgan Hester Date: May 16 , 2014 EN !NEERING COMMENTS NO. 2 (Repeat) Drainage -Although the City has reservations about the absence of an offs ite dra inage easement, we will issue a Development Permit based on your engineering seal and judgment with your certification of no negative impacts utilizing detention , returning to sheet flow, etc. It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary, as any future concerns from downstream properties w ill need to be addressed privately between design engineer, developer and property owner. With previous projects that have been allowed to proceed without an offsite drainage easement, a signed & sealed letter from the design engineer with a certification of no negative impacts utilizing detention, returning to sheet flow, etc. has been submitted. A signed sealed letter is attached. a/ Please submit copies of the filed private 25-ft Cross Access Easement and the TCEQ Site Notice . As a reminder, these items are required prior to site plan approval. A copy of the filed 25' private cross access easement is attached. A copy of the TCEQ site notice will be provided prior to development permit being issued. \(c21Drainage Report -The top of berm elevation should 0.5-ft higher than the 100-yr WSE under clogged conditions . The top of the berm has been revised to elevation 275.80, making it 0.5' higher than the 100 yr water surface elevation under clogged conditions. Jc s -Include the City Standard Detail for the sanitary sewer service connection . The City standard details have been added. \!Dra inage Report -What are the velocities at the curb openings and the pond overflow spillway? Velocities at the curb openings and overflow spillway have been added to the drainage report. w' Drainage Report -In the Appendix A -Inlets & Pipes Summary, was it supposed to reference A rea 202 (there doesn 't appear to be an Area 201 on the exhibits)? Exhibit E has been revised to show Area 201. • 1 7 / Drainage Report -In the Appendix A -Bypass & TxDOT Summary, Area 501 does not V match the acreage shown in Exhibit B. Appendix A has been updated to match Exhibit 'rainage Report -In the Appendix A -Bypass & TxDOT Summary, label the actual t/~apacity of the bypass and TxDOT culverts at the referenced slopes. Culvert Capacity has been added to the Bypass & TxDOT Summary. Reviewed by: Erika Bridges Date: May 22, 2014 METES A.ND BOUNDS DESCRIPTION OFA PRIVATE CROSS ACCESS EASEMENT COOPERS SUBDIVI SION COLLEGE STATION , BRAZOS COUNTY, TEXAS [.J o .: BL Vo l f-'9 0~2G 3 g)L OR 12194 ~o METES AND BOUNDS DESCRIPTION or A PRJVAIB CROSS ACCESS EASEMENT LYING AND BEING SITUATED IN COLLEGE STATION, BRAZOS COUNT'r', 'lr.xA:S . SAID EASElv.IENT BED.JG A PORTION OF LOT ! , COOPERS SUBD!YISION, ACCOROD-IG TO 'IRE PLAT RECORDED IN VOLUME 4708, PAGE 230 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY , TEXAS . SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS : COMM:ENCINGAT A 112 INCHIRONRODFOUNDONTHENORTHEASTLINEOFSTATEFil0HWAYN0.6(VARlABLE\VID1HR.O.W.) MARKING TIIE sourn CORNER OF A CALLED 1.00 ACRE TRACT DESCRIBED AS BEING A PORTION OF SAID LOT 1 BY ADEED1D THE CITY OF COLLEGE STATION RECORDED IN VOLUME 5286 , PAGE 253 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS ; THENCE: N40" 3 7' 3 8" E THROUGH SA.ID LOT 1 AND ALONG THE SOUTHEAST LINE OF SAID 1.00 ACRE 'IRACTFORADISTANCE OF 34.50 FEET TO THE POINT OF BEGINNING OF TFilS HEREIN DESCRIBED EASEMENT; THENCE: N 40° 3 7' 38' E CONTINUING THROUGH SAID LOT I AND ALONG TiiE SOUTHEAST LINE OF SAID 1.00 ACRE TRACT FORA DISTANCE OF 25.00 FEET, FOR REFERENCE A 112 INCH IR.ON ROD FOUND ON THE NOR1HEASTLINEOF SAID LOT 1 M.ARKING IBE EAST CORNER OF SAID 1.00 ACRE TRACT BEARS : N40 ° 37' 38' E FOR A DISTANCE OF 25L35 FEET ; TBENCE: S 49° 22 ' 48 ' E CONTINUJNG THROUGH SAID LOT 1, 59.50 FEET FROM AND PARALLEL TO T'rlE NORTHEAST LINE OF STATE HIGHWAY NO . 6, FOR A DISTANCE OF 213 .15 FEET TO THE COMMON LINE OF SAID LOT I AND BARKER SUBDIVISION, ACCORDING TO 1HE PLAT RECORDED IN VOLUME 5101, PAGE l 82 OF TrIE OFFfCIAL PUBLIC RECORDS Of BRAZOS COUNTY , TEXAS , FOR REFERENCE A 3/8 INCH IRON ROD FOUND lv'i.ARKING THE COMMON CORNER OF SAID LOT l AND BARKER SUBDMSION, BEARS : N 40" 23' 06' E FOR A DISTANCE OF 244 .89 FEET; THENCE: S 4-0" 23' 06" W ALONG THECOMlv10NLINE OF SAID LOT 1 AND BARKER SUBDIVISION FOR A DISTA.NCEOF 25 .00 FEET, FOR REFERENCE A 318 INCH IRON ROD FOUND ON 1HE NORTHEAST LINE OF STATE HIGHWAY NO . 6 MARK1NG THE SOUTH CORNER OF SAID LOT 1 BEARS: S 40" 23 ' 06' W FOR A DISTANCE OF 34.50 FEET; THENCE: TIIROUGH SAID LOT 1 FOR THE FOLLOWD~G CALLS : N 49" 22' 48' W FOR A DISTANCE OF l 4 1. 17 FEET TO THE BEGINNING OF A COUNTERCLOCK\VISE CURVE HAVING A RADIUS OF 14.50 Fl::.101 ; ALONG SAID CURVE THROUGH A CEN"IRAL ANGLE OF 90° 00' 00' FOR AN ARC DISTANCE OF 38.48 FEET (CHORD BEARS: S 85° 37' 12" W -34.65 FEE1) TO THE END OF SAID CURVE; S 40° 37' 12' WFORADISTANCE OF 10 .00FEETTO THE NORTHEAST LINE OF STATEFilGHVl AYNO. 6; THENCE: N 4 9" 22' 48" W ALONG THE NORTilEAST LINE OF STATE HJGHW A Y NO. 6 FOR A DISTANCE OF 31.0 0 FEET ; THENCE: T'dROUGH SAID LOT 1 FOR TiiE FOLLOWING CALLS : N 40" 37' 12' E FOR A DISTANCE OF 20.00 FEET TO THEBEGW/'JING OF A COUNrnRCLOCKWJSE CURVEHAVD~G A RADIUS OF 14.50 FEET ; ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9oc 00 ' 00' FOR AN ARC DISTANCE OF 22.78 FEET (CHORD BEARS : N 04° 22 ' 48' W -20.51 FEET) TO 'IBE END OF SAID CURVE; N 49° 22' 48' W FOR A DISTANCE OF 2.08 FEETTDEIEPOINT OF BEGINNING CONTAINING 0.151 OF AN ACRE OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND -JE 2014. BEARlNG SYS1EM SHOWN HEREIN IS BASED ON GR.ID NO RIBAS ESTABLISHED FROM GPS OB SER V ATIO SEE PLAT PREPARED .TUNE 2014 FOR MORE DESCRIPTIVE INFORMATION . BRAD KERR REGiS'fEREt:l PROFESSJONAL LA.ND SURVEYOR No . 4502 1/2 INCH IRON ROO FOUND BEARS: CITY OF ' COLLEGE STATION 1 .00 ACRE TRACT I~--_::... N 40·37;35 · E PORTl0N LO T 1 5266/253 ' ' ' POINT ;F'', BEGINNING ~ 1/2 INCH IRON ROD FOIONO ' ' BF.ARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATI ON. SEE METES AND BOUNDS PREPARED JUNE 20 14· Fon MORE DESCRIPTIVE INFORMATION . ------------------------~ SURVEY PLAT or A PRIVATE CROSS ACCESS EASEMENT PORT ION OF LOT 1 COOPERS SUBDIVISION 251.35' LINE BEAR ING L1 N 40-37 38" E DISTANCE 34 .. 50' REMAINDER LOT 1 COOPER '$ SUBDIVIS ION PLAT 4708/230 SCA LE: 1" 30' :--.) VOLUME ·'17 08 , PAGE 230 CO LLEGE STATION, BRAZO$ COUNTY, TEXAS L2 s 40-23'06' w 34 .50' , LOT 1 , BL OC K 1 ', BARKER SUBDIVISION ', I ;~=-~ (_:'.! ~·:::: g L3 s 40-37'12" w 10.00' L4· N 40 ·37 12" E 20 .. 00' L5 N 49'22'48" W 2.08' SCALE: I INCH -30 FEET ', Pl.AT 5101 182 SURVEY DATE : 06--04-14 ', Pi.AT DATE: 06-05-14 ',, JOB NUMBER: 14_:.435 ',, C'./10 NAME: 14-'-4-35 ', CR5 FllJE: 12-568 (cont); l4-435 (job) CURVE /\RC LENGTH RADIUS DE LTA ANGLE CHORD BEARING CHORD LENGTI I '' PREPARED BY: KERR SURVEYIN G, LLC Cl 38 ~48' 24.50 '' go·oo·oo" s 85'37' 12 " w 34.65' ',, _, .. c :i •:v :::r_i ::-::·· , .. .) t~··· ·r::"~- ··.() 0 --t-"·1·-" ~~~~: i~ A~~~~ C2 22~78 ' 14-.50'' 90'00°00 " N 04'22'48" W 20.51' ',,, PllONE (970) 2~_ ... ! __ 3_1e_s _______ __.. _____ _,_ ____________ ...,. ___________ ...... __ ......, ________ , __ '""?1~ (-I ,,~ -~ . .I Ooi: 01.203&24 P.i'. Vo i h Of.: 12194 Filed f or Rei:ord in: e.Rl\ZO':: COIJIHY 7V •..J'.J On: Aus 0612014 at 02:11P A·:, D. Recor d 1 nE 01203B24 {1tll ou nt 28.00 Receipt Murr.ber -~.1::;.:.c. e.~ I Winst onia Davenport STATE OF TEXAS C:OUHTY OF BRAZO S I he r eby cert ifg thnt th i s in str umen t wns 1 11 eo on the d•J.te nnd ti 1;1e strnr.Ped heri::on by me o.nd ems dub rei:orde d i n the volume o.nd Puse or t he Official Public record; of : as stalllPed hereon bY me. l'~aren lkPueen, e.rn zo ·:. C:a un!:::i Ci er k t·RAZOS COUFiTY CORTIERS GALLERY ASSUMED USE TRIP RA TES USE SQUARE FOOTAGE ITE GENERATION RATES TRIP GENERATION RESTAURANT W/ 1,000 SF 64 .21 PER 1,000 SF 64.21 DRIVETHRU GENERAL OFFICE 9,000 SF 1.56 PER 1,000 SF 14.04 LOBBY/ COMMON 3,000 SF 1.56 PER 1,000 SF 4.68 AREA TOTAL 82 .93 82.93 < 150 NO TIA REQUIRED C!TY OF Cou,EGE STAT IO Home of Texas A&M Univmity• FOR OFFICE USE ONLY CASE NO.: I ~ -11 DATE SUBMITTED : s I I $/ IL{ TIME: g :50 STAFF : A'J PLANNING & DEVELOPMENT SERVICES TRANS MITT AL LETTER Please check one of the options below to clearly define the purpose of your submittal. D New Project Submittal D Incomplete Project Submittal -documents needed to complete an application . Case No .: ~~~~~~~~~ Existing Project Submittal. Case No .: 14-00900077 Project Name Cortiers Gallery (SP) Contact Name James Murr ~~~~~~~~~~~~~~~ We are transmitting the following for Planning & Development Services to review and comment (check all that apply): D Comprehensive Plan Amendment D Rezoning Application D Conditional Use Permit D Preliminary Plan D Final Plat D Development Plat [g] Site Plan D Special District Site Plan D Special District Building I Sign [g] Landscape Plan D Non-Residential Architectural Standards D Irrigation Plan D Variance Request D Development Permit D Development Exaction Appeal D FEMA CLOMA/CLOMR/LOMA/LOMR [g] Grading Plan [g] Other -Please specify below Response to Comments Construction Drawings INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Comprehensive Plan Amendment [g] TxDOT Driveway Permit D TxDOT Utility Permit [g] Drainage Letter or Report D Fire Flow Analysis TIA Information Special Instructions : 10/10 D Waterline Construction Documents D Sewerline Construction Documents D Street Construction Documents D Easement Application [g] Other -Please specify IQ 'ri iit'Form ri 'J PLANNING STAFF REVIEW COMMENTS NO. 1 Project: Cortiers Gallery (SP) 14-00900077 If the intended use for the drive-thru is a restaurant , please show the location of the menu/order board. The menu/order board will be located at the drive thru window. The proposed size of the dumpster pad would allow for two 4 or 8 cubic yard containers. If this is the desire for the site , a front-end loader sanitation truck will be able to accommodate pick-up. The intent was for a front-end loader sanitation truck to serve this site. ~A note mentions roll-out trash cans. If this is the ultimate plan for the site, Sanitation will \J require that the cans be rolled out to the roadway. If you have any questions, please contact Wally Urruita at 979 .764 .3841. Note #16 has been removed. 4. 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. The site plan has been revised to move the detention pond to the rear of the lot. A revised drainage report is attached. Reviewed by: Morgan Hester Date: April 4, 2014 b NDSCAPING/STREETSCAPING/BUFFER Please include on the landscape plan that each cane of the crepe myrtles will measure o be a 1.25 " caliper. The landscape plan has been revised to show "each cane" of the crepe myrtles to be 1.25" caliper. Reviewed by: Morgan Hester Date: April 4, 2014 ENGINEERING COMMENTS NO. 1 1. The 25-ft Cross Access Easement needs to be dedicated prior to site plan approval. Noted. 2. C2 -Should there need to be a handrail or guardrail at the top of the retaining wall? The site has been revised to do away with the retaining wall. 3 . C4 -Shouldn 't there be a junction box in the parking to clean out the bypass culverts? Two junction boxes have been added to the bypass culverts. 4. C4 -Please add inlet protection at the grate inlets within the parking lot. Inlet protection has been added to the grate inlets. 5. C4 -Label the significant flowlines of the pilot channel and grades in the detention pond. Pilot channel grades have been added to the drainage sheet to match grading plan and the detention pond has been revised. 6. C5 -Provide a plan and profile for the public waterline including the fire hydrant. The public waterline has been profiled. 7. C5 -FYI ... It is preferred to connect to t he existing sanitary sewer line at a manhole . Noted. 8. L 1 -Please move the live oaks at least 10-ft from the waterl i ne. The live oaks have been relocated. 9. Drainage -Although the City has reservations about the absence of an offsite drainage easement, we will issue a Development Permit based on your engineering seal and j udgment with your certification of no negative impacts utilizing detention, returning to s heet flow , etc. It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary , as any future concerns from downstream properties will need to be addressed privately between design engineer , developer and property owner. Noted a statement has been added to the Drainage Report. 10 . FYI ... A TCEQ Site Notice is required for this site . Noted. 11 . FYI ... Reta ining walls 24-inches and higher require building permits. The site has been revised to do away with the retaining walls. Reviewed by : Erika Bridges Date : 4/21/14 FIRE 1. Knox Box and Knox Caps needed . Noted. 2. Fire Alarm and Fire Sprinkler plans to be submitted to College Station Fire Marshal's office : 300 Krenek Tap , College Station, TX 77840 . Noted. 3 . If t he eve of the building is 30 ' an Arial Access Easement will be needed. The eve of the building on the sides and rear is less than 30'. 4. In lieu of Fire Lane stri ping behind park ing spaces a Fire Lane sign may be used . See City Ord i nance 6-1 (B) #9. Noted. Reviewed by: Steve Smith Date : 04/08/2014 SANITATION 1. Dumpster enclosure on site plan will only work for a Front End Loading dumpster. Noted. Reviewed by: Wally Urrutia Date : April 8, 2014 TRANSPORTATION 1. In addition to TxDOT comments , please provide detention outfall information on the permit and resubmit. We have not received TxDOT comments, detention outfall information has been added to the permit. 2. Also , you may want to clarify that the existing driveway located 251 ' from the proposed driveway, is not an improved driveway. The existing driveway has been labeled on the TxDOT sheet. 3. The proposed TIA analysis should not utilize trip generation for zoning . Please use the ITE Trip Generation Manual for the proposed uses. Please show the square footage of each proposed use on the site plan . Any drive thru will need to be lim ited in size based on what is assumed for the TIA calculat ions . Attached are trip generation counts based on the /TE Trip Generation Manual and square footages have been added to the site plan. Reviewed by: Danielle Singh , P.E., Transportation Planning Coord . Date: 4/9/14 May 15, 2014 Morgan Hester Staff Planner City of College Station 1101 Texas Avenue College Station, TX 77840 Re: Cortiers Gallery (SP) 14-00900077 Dear Ms. Hester: Attached is the response to comments and the following: • 2 -24" x 36" Revised Site Plans • 1 -24" x 36" Landscape Plan • 2 -Set of Construction Documents • 1 -Revised TxDOT Permit • 2 -Revised Drainage Reports If you have any questions , please do not hesitate to call. Sincerely, Schultz Engineering, LLC. Civil Engineer P.O . Box 11995 • College Station , Texas 77842 schu ltzengineeringllc .com Office : 979 .764 .3900 Fax : 979 .764 .3910 PLANNING STAFF REVIEW COMMENTS NO. 1 Project: Cortiers Gallery (SP) 14-00900077 If the intended use for the drive-thru is a restaurant , please show the location of the menu/order board . The menu/order board will be located at the drive thru window. ~The proposed size of t he dumpster pad would allow for two 4 or 8 cubic yard containers. If this is the desire for the site , a front-end loader sanitation truck will be able t o accommodate pick -up. The intent was for a front-end loader sanitation truck to serve this site. ~A note mentions roll-out trash cans. If this is the ul t imate plan for the site , Sanitation will V require that t he cans be rolled out to the roadway. If you have any questions, please contact Wally Urruita at 979. 764 .3841 . Note #16 has been removed. 4. 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. The site plan has been revised to move the detention pond to the rear of the lot. A revised drainage report is attached. Reviewed by: Morgan Hester Date: April 4, 2014 bANDSCAPING/STREETSCAPING/BUFFER ""1:-Please include on the landscape plan that each cane of the crepe myrtles will measure . "'to be a 1.25" caliper. The landscape plan has been revised to show "each cane" of the crepe myrtles to be 1.25" caliper. Reviewed by: Morgan Hester Date : April 4, 2014 ENGINEERING COMMENTS NO. 1 1. The 25-ft Cross Access Easement needs to be ded icated prior to site plan approval. Noted. 2. C2 -Should there need to be a handrail or guardrail at the top of the retaining wall? The site has been revised to do away with the retaining wall. 3. C4 -Shouldn 't there be a junction box in the parking to clean out the bypass culverts? Two junction boxes have been added to the bypass culverts. 4. C4 -Please add inlet protection at the grate inlets within the parking lot. Inlet protection has been added to the grate inlets. 5. C4 -Label the s ignificant flowlines of the pilot channel and grades in the detention pond . Pilot channel grades have been added to the drainage sheet to match grading plan and the detention pond has been revised. 6. C5 -Provide a plan and profile for the public waterline including the fire hydrant. The public waterline has been profiled. 7. C5 -FYI. .. It is preferred to connect to the existing sanitary sewer line at a manhole. Noted. 8. L 1 -Please move the live oaks at least 10-ft from t he waterline . The live oaks have been relocated. 9. Drainage -Although the City has reservations about the absence of an offsite drainage easement, we will issue a Development Permit based on your engineering seal and judgment with your certification of no negative impacts utilizing detention , returning to sheet flow, etc. It is recommended that you should monitor the performance of the drainage system and modify if deemed necessary, as any future concerns from downstream properties will need to be addressed privately between design eng ineer, developer and property owner. Noted a statement has been added to the Drainage Report. 10 . FYI ... A TCEQ Site Notice is requ ired for this site. Noted. 11 . FYI ... Retaining walls 24-inches and higher require building permits. The site has been revised to do away with the retaining walls. Reviewed by: Erika Bridges Date: 4/21/14 FIRE 1. Knox Box and Knox Caps needed . Noted. 2. Fire Alarm and Fire Sprinkler plans to be submitted to College Station Fire Marshal 's office: 300 Krenek Tap, College Station , TX 77840. Noted. 3. If the eve of the building is 30 ' an Arial Access Easement will be needed. The eve of the building on the sides and rear is less than 30'. 4. In lieu of Fire Lane striping behind parking spaces a Fire Lane sign may be used . See City Ordinance 6-1 (B) #9. Noted. Reviewed by: Steve Smith Date : 04/08/2014 SANITATION 1. Dumpster enclosure on site plan will only work for a Front End Loading dumpster. Noted. Reviewed by: Wa ll y Urrutia Date: Apri l 8, 2014 TRANSPORTATION 1. In add ition to TxDOT comments, please provide detention outfall information on the permit and resubmit. We have not received TxDOT comments, detention outfall information has been added to the permit. 7 r • 2 . Also, you may want to clarify that the existing driveway located 251 ' from the proposed driveway, is not an improved driveway. The existing driveway has been labeled on the TxDO T sheet. 3. The proposed TIA analysis should not utilize trip generation for zoning . Please use the ITE Trip Generation Manual for the proposed uses . Please show the square footage of each proposed use on the site plan. Any drive thru will need to be limited in size based on what is assumed for the TIA calculations . Attached are trip generation counts based on the /TE Trip Generation Manual and square footages have been added to the site plan. Reviewed by: Danielle Singh, P.E., Transportation Planning Coord. Date: 4/9/14