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Home My WebLink About14 Chi Omega 03-86 1501 Athens({~ DEVELOPMENT PERMIT PERMIT NO . 03-86 Project: Chi Omega COLLE<;[ nATION FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Greek Village Phase 1 Lot 3 DATE OF ISSUE: 01/02/03 OWNER: House Corporation Xi Kappa c/o Stallworth 1700 George Bush Dr #240 College Station, Texas 77840 SITE ADDRESS: 1501 Athens Drive DRAINAGE BASIN: Wolf Pen Creek VALID FOR 9 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: Full Development Permit SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans All trees required to be protected as part of the landscape plan must be completely barricaded in accordance with Section 7.5.E., Landscape/Streetscape Plan Requirements 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. Erosion Control per the approved plans must be in place for duration fo the project. The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . If it is determined the prescribed erosion control measure s are ineffective to retain all sediment onsite , it is the contractors responsibility to implement measures that will meet City, State and Federal requirements. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Date D3-o/-09 Date 12 /30 /2003 15:34 FAX 9032953404 POTIER 141002 /002 . ' r . . ·.----:----. / ~~ /· -~ .. · / · · ,j ~ (i, ,1,1 _1 ..... £'.>LA. ~ i ·• \1..-A1...iooB) . L.N6fB ': µ rv 't/ I 7 \ 12 /30 /2003 15:34 FAX 9032953404 POTTER !41001 /002 \1UA 3 1.30prn '~~bl()3 03 -~~~ - Date: 30 Dec 2003 _ Number of pages including cover: 2 TO: Jeff Potter carol Cotter D Urgent D For Your Review D Reply/Comment ASAP Xi Kappa of Chi Omega De ii per our discussion. Thank you for notifying me that submission of this detail will cle r Chi Omega for Site Plan Approval. cc: RM Dudley Construction Company CITY OF COLLEGE STATION DEVELOPMENT SERVICES 1101 Texas Avenue South, PO Box 9960 College Station, Texas 77842 Phone 979. 764.3570 I Fax 979. 764.3496 MEMORANDUM November 7 , 2003 TO : Jeff Potter AIA, Via fax 903 .295 .3404 / FROM : Bridgette George, Assistant Development Manager SUBJECT: DP-CHI OMEGA RESIDENCE -Development Permit Staff reviewed the above-mentioned construction documents 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 , approval and issuance of the development permit: One (1) copy of the Erosion Control Plan ; and One (1) copy of the Grading Plan . If you have any questions or need additional information, please call Carol Cotter or myself at 979.764.3570 . Attachments: Staff review comments cc: Mary Anne Culpepper, Via fax 696.3651 1/" Case file# ( 03-00100086) Home of Texas A&M University STAFF REVIEW COMMENTS NO. 1 Project: DP-CHI OMEGA RESIDENCE-DEVELOPMENT PERMIT( 03-00100086) ENGINEERING 1. Erosion Control Plan required for DP. 2 . Grading Plan required for DP . Reviewed by: Carol Cotter Date: November 6 , 2003 NOTE : Any changes made to the plans, that have not been requested by the City of College Station , must be explained in your next transm ittal letter and "bubbled " on your plans . A ny additiona l changes on these plans that have not been pointed out t o the City , w ill constitute a completely new rev iew. Staff Rev iew Com ments Page 2 of 4 : . FOR OFFICE USE ONLY P&ZCASE NO .: 03 ... :?~'-/ DATE SUBMITTED: /0 -J-</-03 SITE PLAN APPLICATION MINIMUM SUBMITTAL REQUIREMENTS _x_ Site plan application completed in full. _x_ $200 .00 Application Fee . _x_ $200.00 Development Permit Application Fee. __ $600 .00 Public Infrastructure Inspection Fee if applicable . (This fee is payable if construction of a public waterline, sewerline, sidewalk, street or drainage facilities is involved .) _X_ Ten (10) folded copies of site plan and landscape plan . __ One (1) copy of building elevation required for buildings with a footprint of 20,000 sq . ft. or greater _x_ A list of building materials for all facades that are visible from the public right-of-way . _x_ A copy of the attached site plan checklist with all items checked off or a brief explanation as to why they are not checked off. __ Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Date of Preapplication Conference:_8_s_e_p_t_em_b_e_r_2_0_0_3 ________________ _ Additions and Renovations to Chi Omega Residence NAME OF PROJECT _______________________________ _ ADDRESS __________ 1_5_0_1_A_t_he_n_s_D_r_i_v_e_,_c_o_1_1_e_g_e_st_a_t_i_o_n_,_T_e_x_a_s_77_8_4_3 _____ _ Lot #3, Greek Village, Phase One, 408/815 APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name __________ J_e_f_f_P_o_t_t_e_r_A_I_A ________ ~----------- Street Address 1800 NW Loop 281 11211 City Longview State TX Zip Code _7_5_6_0_4____ E-Mail Address jeff@potter-architects.com Phone Number 903-297-5555 Fax Number ___ 9_0_3-_2_9_5_-_3_4_04 ______ _ PROPERTY OWNER'S INFORMATION : (M A c 1 ) ary nne u pep~er Name House Corporation -Xi Kappa of Chi Omega -----------c / o Stallworth . College Station StreetAddress 1700 George lh:ish Dr East #2.~0 City----------- State TX Zip Code 77 840 E-Mail Address ------------- Phone Number 979-696-1444 Fax Number ---- ARCHITECT OR ENGINEER'S INFORMATION : Name __________ J_e_f_f_P_o_t_t_e_r_A_rc_h_i_t_e_c_t_s _____ ~---------- Street Address 1800 NW Loop 281 //211 City Longview State __ TX ____ Zip Code __ 7 5_6_0_4____ E-Mail Address _a_s_a_bo_v_e _________ _ Fax Number _____________ _ Phone Number as above ------------ 6/13/03 I of6 • OTHER CONTACTS (Please specify type of contact, i.e . project manager ,_ potential buyer, local contact, etc .) Name Mary Anne Culpepper 979-696-1444 Street Address ------------------City ----------- E-Mail Address State _____ Zip Code _____ _ ------------- Fax Number Phone Number ------------------------- PRESENT USE OF PROPERTY Sorority Residence ------''------------------------ PROPOSED USE OF PROPERTY no change -------------------------- VARIANCE(S) REQUESTED AND REASON(S) _n_f_a ________________ _ #OF PARKING SPACES REQUIRED 62 #OF PARKING SPACES PROVIDED 64 ---- MUL Tl-FAMILY RESIDENTIAL PARKLAND DEDICATION Total Acreage ____ _ #of Multi-Family Dwelling Units Floodplain Acreage __ _ ---x $452 = $ ------- Housing Units ____ _ _ __ # of acres in floodplain # of 1 Bedroom Units # of acres in detention ------ ___ # of 2 Bedroom Units ___ # of acres in greenways ___ # of 3 Bedroom Units ___ date dedication approved by Parks Board # of 4 Bedroom Units COMMERCIAL --- FOR 2 BEDROOM UNITS ONLY Total Acreage _______ _ ___ #Bedrooms = 132 sq . ft. Building Square Feet ____ _ ___ # Bedrooms < 132 sq . ft . Floodplain Acreage _____ _ NOTE: Parkland Dedication fee is due prior to the issuance of a Building Permit. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true and correct. Jeff Potter AIA 23 October 2003 Signature of Owner, Agent or Applicant Date 6/13/03 2 of 6 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations: Additions and _Renovations to the existing Chi Omega Residence at 1501 Athens Drive College Station, Texas as indicated on the attached drawings. ACKNOWLEDGMENTS: I,----------------· design engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code . Property Owner(s) Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) (not applicable) A.I , certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm . Engineer Date B. I, certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C. I, . certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes . Engineer Date D. I, , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : -------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be depos;ted 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. 6/13/03 3 of6 Maly & Associates , Inc. · 5019 Judson Road Longview, Texas 75605-1047 903 663-6661 SORORITY HOUSE -PRELIMINARY DRAINAGE DESIGN 1.0 DETERMINE AVAILABLE SLOPE FOR STORM DRAIN LINE . Ground 237 ft north of earth swale : Ground 232 ft south of earth swale: 298 .14 297 .54 297 .84 Approximate ground at beginning of swale = Estimated FL at bottom of 1' deep swale = 296 .84 ······················-·······-····················· NOTE : To have any slope , 6" or 8" drain line will have to be installed about 1.0-ft deep in ground (i .e ., only 4" of cover). Ground near proposed courtyard dra in = Assume Courtyard Area Dra in FL (12" deep)= T HEREFORE: A VAILABLE SLOPE FOR DRAIN= 298 .23 297 .23 2.0 DETERMINE FLOWS FROM EXISTING ROOFLINE AND COURTYARD: Sq . Inch . Sq . Ft. Drain Areas: A1 166289.28 1154.79 A2 332131 .11 2306 .47 A3 235988 .15 1638.81 A4 56614 .04 393 .15 AS 113746.60 789 .91 AREA SURFACE c A1 Roof 0.85 A2 Roof 0 .85 A3 Courtyard 0.70 A4 Roof 0.85 AS Grass 0.35 TO ... , .. , •• ~~-·-·~" --~-~·~-:;i 125 0.67% Acres 0.0265 0.0529 0.0376 0.0090 0.0181 I 100 8.70 11.00 8.70 11 .00 8.70 11 .00 8.70 11 .00 8.70 11 .00 a 25 (cfs) = Date : Time : File: Slope of Pipe : US Fl : DS Fl: Length Slope= or A 0.0265 0.0529 0.0376 0.0090 0.0181 a 25 297(.23 296 .84 58 .85 0 .0067 0.67 % 0.2 0 0.39 0.23 0.07 0.06 a 100 (cfs) = a 100 0.25 0.50 0.29 0.08 0.07 -~~-··C!l9 Ma ly & Associates , Inc. 5019 Judson Road Longview, Texas 75605-1047 903 663-6661 SORORITY HOUSE -PRELIMINARY DRAINAGE D ESIGN 3 .0 D ETERMINE FLOWS FROM PROPOSED ROOFLINE AND COURTYARD: AREA SURFACE c A1 Roof 0 .85 A2 Roof 0 .85 A3 Courtyard 0.90 A4 Roof 0.85 AS Roof 0 .85 4.0 S IZE OF DRA IN LI N E REQUIRED FOR PRO POSED CONSTRUCTION : Pipe Diameter= Roughness (n) = Slope (S) = Slope (S) = Pipe Diameter = Rad ius= Area (A) = pi*RA2 = WP = Pipe Circumference VVP = 2*p i*R = R = NVl/P = 6 .0 inches 0 .0100 PVC I HOPE 0 .67 % 0 .0067 ft I ft 0 .5000 ft 0 .2500 ft 0 .1963 sq ft 1.5708 ft 0 .1250 ft 125 8.70 8 .70 8 .70 8 .70 8 .70 Iva-~ 0.60 cfs 1a 25 = ~-~~~~~--=a~'~A~=~~~~~~~~~~-3~·~04'-"'w~s~~__.a100= Pipe Diameter = Roughness (n) = Slope (S) = Slope (S) = Pipe Diamete r = Radius= Area (A) = pi*R A2 = VVP = Pipe Circumference VVP = 2*pi*R = R = NVl/P = 8 .0 inches 0 .0100 PVC I HOPE 0 .67 % 0 .0067 ft I ft 0 .6667 ft 0 .3333 ft 0 .3491 sq ft 2 .0944 ft 0 .1667 ft 1100 A 11 .00 11 .00 11 .00 11.00 11.00 1.08 cfs 1.37 cfs 1.08 cfs 1.37 cfs Date : Time : File : a 2s a 100 0 .0265 0 .20 0 .25 0 .0529 0 .39 0 .50 0.0376 0.29 0 .37 0 .0090 0 .07 0 .08 0 .0181 0 .13 0.17