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Home My WebLink About1 Development Permit 468 Development StudiesUDG Urban Design Group P .O . Box 10153 College Station, Texas 77842 Phone: (409) 696-9653 Fax: (409) 696-9752 TRANSMITTAL LETTER TO: Paul Kaspar FROM: Debbie Keating )Q;;'~ RE: Quality Suites Hotel DATE : January 30, 1998 please find : ex attached 0 as requested 0 original sent via mail 0 for your information 0 plans 0 for your files 0 specifications 0 for your approval 0 other 0 for your review COMMENTS:~~A_t_t~a_c_h_e_d__:.p~l_e~a_s_e~f_i_n_d~_s_i_x~(~6_)~c~o~p_i_e_s~o_f~-a~r_e_v_i_s_e_d~~~- grading plan for the Quality Suites Hotel project . The grades were revised to match elevations incorrectly constructed by the contractor, and to lower the ground near the building to accomodate a different type of finish on the exterior of the hotel, as directed by the architect. If you have no guestions regarding the revisions, please distribute to the inspector and return three (3) to me. If you have comments, please let me know and I will gladly respond. As you are probably aware, the contractor is anxious to pour this area, so any efforts to expedite this request is appreciated . Thank you. DEVELOPMENT PERMIT PERMIT NO. 468 QUALITY SUITES HOTEL FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: .Lot 3, Block 1 of One Lincoln Place OWNER: Spirit Development I. Ltd. a Texas Limited Partnership 5949 Sheny Lane Suite 1700 Dallas, Texas 75225 214-361-9494 DRAINAGE BASIN: Burton Creek TYPE OF DEVELOPMENT: SITE ADDRESS: Not Addressed This permit is valid for site construction 1lS shown on the approved site plans. 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. 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. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. 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 o the Ci f College Station that apply. /'_ /,/;, Date 0z:i /17 Date ~-(7-!7 Date CIVIL FIELD REVISIONS QUALITY SUITES HOTEL SET NO. REVISION DATE DESCRIPTION GEN'D BY DELTA 8 801 8/8/97 REVISED WATER TAP QUANTITY AND LOCATION AND ADDED BFP DELTA 8 802 8/8/97 REMOVED EXTERIOR LIGHTING AND CONDUIT FROM SITE PLAN DELTA 8 803 8/8/97 ADDED FENCE ANCHOR BOLT AND POOL NOTES TO SITE PLAN DELTA 8 804 8/8/97 REVISED STANDARD CURB DETAIL I REVISED DETAIL 3/C1 .04 DELTA 8 805 8/8/97 CLARIFIED AREA AND FENCE AROUND A/C PADS WITH DETAIL DELTA 8 806 8/8/97 ADDED SIDEWALK TO REAR OF BUILDING DELTA 8 807 8/8/97 DELETED TRELLIS AT POOL HOUSE DELTA 8 808 8/8/97 ADDED 5% SLOPE NOTE AND CLARIFIED ELEV ON DRAINAGE PLAN DELTA 8 809 8/8/97 RELOCATED PROPOSED GAS LINE DELTA 8 810 8/8/97 REMOVED EAST FENCE & DETAIL 19/C1 .04 & REVISED CONTOURS DELTA 8 811 8/12/97 ADDED RETAINING WALL ALONG EAST PROPERTY LINE DELTA 8 812 8/12/97 REVISED WALL ELEVATIONS TO MATCH SKETCH BY ARCHITECT DELTA 8 813 8/12/97 REV WALK MAX 5% LONG ,2% MAX CROSS & EARTH 3:1 MAX SLOPE DELTA 8 814 8/12/97 ADDED NOTE RE: ELECTRICAL LOAD ANALISYS DELTA 8 815 8/12/97 ADDED NOTE RE: MOVING RET WALL DURING CONSTRUCTION DELTA 8 816 8/12/97 ADDED ALTERNATE 18" ASPHALT CURB SECTION DELTA 9 817 8/22/97 RELOCATED BURIED ELECTRIC AND TELEPHONE LINES ARCH DELTA 9 818 8/22/97 RELOCATED GAS LINE AND METER LSG DELTA 9 819 8/22/97 ADDED REVISED RAISED CURB & UTILITY TRENCH DETAIL 25/C1 .04 ARCH DELTA 9 820 8/29/97 REMOVED BFP FROM DOMESTIC AND REVISED METER SIZE CITY DELTA 9 821 9/3/97 REVISED 4" IRRIGATION CONDUIT TO 3" GEN C. DELTA 9 822 9/3/97 REVISED BRICK PAVERS IN MEDIAN TO CONCRETE GEN'--C. DELTA 9 823 9/3/97 ADDED 6" PVC SLEEVES UNDER DRIVES FOR GAS LSG DELTA 9 824 9/3/97 RELOCATED HC RAMP & REDUCED SIDEWALK GEN C. DELTA 10 825 1 /29/98 REVISED GRADES FOR EIFS & CONSTRUCTED PARKING ARCH ---- ~00 Urban Design Group Paul Kaspar, EIT Department of Development Services City of College Station P.O . Box 9960 College Station, Texas 77842-9960 Re : Proposed Quality Suites Hotel Dear Paul, May 21, 1997 In response to your question regarding the concentration of flow on the Quality Suite Hotel project, we have calculated the exiting velocities at the proposed outlets and compared them to the existing velocity that occurs on the adjacent undeveloped property. Using Table III-2 of the City of College Station Drainage Policy and Design Standards, the velocity for natural grasslands at a 4 .0% slope would be 2.5 ft/sec . The velocities calculated at the property line are at or below the 2.5 ft/sec criteria. If this does not answer your question, please call so that we may clarify. Thank you . Sincerely, ~~/_,..._,.~-~~~ URBAN DESIGN GROUP Deborah L. Keating, P.E., Partner cc : Shirley Volk, Development Review Coordinator C :\9 7-338\kasparl .doc p o s t O ff i c e B o x 1 0 1 5 3 • C o 11 e g e S t a t i o n , T e x a s 7 7 8 4 2 • 4 0 9 • 6 9 6 • 9 6 5 3 Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: Comnent: velocity calculations Solve For Depth Given Input Data: Bottom Width ••..• Manning's n •....• Channel Slope ..•• Discharge •••••••• Coq:>Uted Results: Depth •••••.••••.• 20.00 ft 0.012 0.0084 ft/ft 13.60 cfs 0.19 ft 3.65 fps 3.72 sf 20.00 ft 20.37 ft 0.24 ft 0.0035 ft/ft 00Tl..f:.T b Velocity ••••••••• Flow Area •••.•••• Flow Top Width ••• Wetted Perimeter. Critical Depth ••. Critical Slope ... Froude Nl.tllber •.•. 1.49 (flow is Supercritical) Open Channel Flow Module, Version 3.2 Cc) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 I Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: Conment: velocity calculations Solve For Depth Given Input Data: Bottom Width ••••. Manning's n •••••• Channel Slope ••.• Discharge .••••..• Computed Results: Depth ••••.••...•• Velocity .•••...•• Flow Area ••••.••• Flow Top Width .•• \Jetted Perimeter. Critical Depth ••• Critical Slope ••• Froude Nunber ••.• 24.00 ft 0.012 0.0084 ft/ft 13.60 cfs 0.17ft 3.40 fps 4.00 sf 24.00 ft 24.33 ft 0.22 ft 0.0036 ft/ft 1.47 (flow is Supercritical) Open Channel Flow Module, Version 3.2 Cc) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury Rectangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: Conment: velocity calculations Solve For Depth Given Input Data: Bottom Width •••.. Manning's n •••..• Channel Slope •..• Discharge •••••••• Computed Results: Depth ••••••••.••• Velocity ••••••••• Flow Area •••••••• Flow Top Width .•• Wetted Perimeter. Critical Depth ••• Critical Slope .•• Froude N'-'llber .••• 24.00 ft 0.050 0.0084 ft/ft 13.60 cfs 0.39 ft 1.43 fps 9.48 sf 24.00 ft 24.79 ft 0.22 ft 0.0623 ft/ft 0.40 (flow is Subcritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Rectangular Channel Analysis & Design Open Channel -Uniform flow \lorksheet Name: Conment: velocity calculations Solve For Depth Given Input Data: Bottom \lidth ••••• Manning's n ••.••• Channel Slope .••• Discharge ••..•••• C~ted Results: Depth •••••••••••• Velocity •••.••••• Flow Area •••••••• Flow Top \lidth ••• \Jetted Perimeter. Critical Depth .. . Critical Slope .. . Froude Ni..mber •••• 8.00 ft 0.050 0.0050 ft/ft 9.30 cfs 0. 75 ft 1.55 fps 6.01 sf 8.00 ft 9.50 ft 0.35 ft 0.0579 ft/ft 0.31 (flow is Subcritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * \laterbury, Rectangular Channel Analysis & Design Open Channel -Uniform flow llorksheet Name: C011111ent: velocity calculations Solve For Depth Given Input Data: Bottom llidth ••••• Manning's n •••••• Channel Slope •••• Discharge •••••••• C~ted Results: Depth •••••••••••• Velocity ••••••••• Flow Area •••••••• Flow Top llidth ••• lletted Perimeter. Critical Depth ••• Critical Slope ••• Froude Nllllber •••• 12.00 ft 0.050 0.0050 ft/ft 9.30 cfs 0.57 ft 1.36 fps 6.84 sf 12.00 ft 13.14 ft 0.27 ft 0.0601 ft/ft 0.32 (flow is Subcritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * llaterbury, 0w;; ' ;V a Jl;E (.,~~ Rectangular Channel Analysis & Design Open Channel -Uniform flow \lorksheet Name: Conment: velocity calculations Solve For Depth Given Input Data: Bottom \lidth ••..• Manning's n •••••• Channel Slope •••• Discharge •••••••• C~ted Results: Depth •••••••••••• Velocity •...••... Flow Area •••••••• Flow Top \lidth •.• \Jetted Perimeter. Critical Depth ..• Critical Slope •.• Froude Nl.mber •••• 12.00 ft 0.012 0.0050 ft/ft 9.30 cfs 0.24 ft 3.27 fps 2.85 sf 12.00 ft 12.47 ft 0.27 ft 0.0035 ft/ft 1.18 (flow is Supercritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc . * 37 Brookside Rd * \laterbury 05 /30/19 97 15 :17 05/29 1 97 16 :51 t 140969597 5 2 '5'409 764 3496 URBA N DESIG N GROUP DEVELOPME NT S CS ..,...., UPG Figure XU Development P~rmil City of Collcee Station, T xns PAGE 02 fil)002/003 Lot 3, One Lincoln P ace Site Legal Description : --~-__;_--------+-----~------- Site Owner: Spirit Development :r,L+d.. Addres: 5949 Sherry Lane, Ste 1700 A. "i~f .l."11.,+~d.1'~~,,L.:,.. Teleph ne : Dallas, Texas 75225 Architect/ 'l'. w. Mahle 3+Partners E:ngineer: Urban Design Group Contractor : Crawford Construction Date Application Filed : _4_1_1_6_1_9_7 ___ ~ (214) 361-9494 Addr : 24 Greenway Plaza, Hou.StelB Teleph ne No : (713) 961-1077 : 7322 Southwest FreewayrSte18 neNo: (713) 981-5800 Appro ed : ---------- Application is hereby made for the following development s ecific waterway alterations: Construction of three story hotel faci ity and associated arking lot. --~·~~-~~-~~-~~-------!---~~~--~-~--~---- Cl Application Fee [j Signed Certifications C3 Drainage and erosion control plan. with supporting rainage Report two (2) copies each . Cl Site and Construction Plans, with supporting Drain ge Report two (2) copies each. CJ Other: ~--~--~~---------~-......... -----~~~~--~--~- ACKNOWLEDGMENTS : I , Thomas Kirkland r hereby acknowledge or affirm that: __ __.__.. The information and conclusions contained in the above pl s and supporting documents comply with the current requirements of the City of College Statio • Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this pennit application. I agr proposed in this application according to these documents the Co ttege Station City Code. ~~:r.u-t to construct the improvements nd the req uirernent1 of Chapter 13 of i:~r.1~~,kV mperty Owner(s) I Contr ctor ~~T,Jwc.. ~c..l~~ COLLEGE STATION P. 0 . Bo x 9960 January 13, 1998 Deborah L. Keating, P.E., Partner Urban Design Group P.O. Box 10153 College Station, TX 77842 Dear Debbie, 110 1 Tex as Avenue Tel : 409 764 3500 Colleg e Station , TX 77842 In response to your letter of December 30th, Veronica Morgan and I met with TXDOT yesterday regarding potential median openings to be included as part of their FM 60 widening project. As I previously mentioned, TXDOT will not finalize the locations of median openings until they have · conducted ·block• meetings to get input from all affected property owners along University Drive. In light of the o~oing new development of Quality Suites, we have requested that TXDOT conduct the block meetings as soon as possible and that the first meeting held be for the section of University Drive between E. Tarrow and Lincoln Drive. With respect to your request for a median opening at the Cedar Creek I Quality Suites common driveway, I think it is a location that merits serious consideration. TXDOT has indicated that in order for the median opening be located at this driveway, it may require that grading work be done on University Drive in order to improve the driveway's sight distance. It is our understanding that this additional grading work is currently not included in their budget for this project, but that they are considering it. Since the exact location of the median cuts will not be determined until a future date, you may want to consider changing the planned right-in right-out driveway to a full service driveway in order that a median cut could potentially be provided at this location . This is not to say that a median cut would not be considered if a right-in right-out driveway were constructed, but it could save your client the expense of having to build the triangular median island . If removing the right-in right-out restriction requires a new TXDOT driveway permit, the City will certainly support this request and do everything we can to expedite it. We can discuss more of the details of the med ian cut options for this property and clarify the status of the driveway perm it when we meet later this week. If I can be of further assistance, please do not hesitate to call me at 764-3570. Sincerely , ~ Transportation Planner cc: Veronica Morgan, Pat Williams, TXDOT Home of Te x as A&M Un ivers ity ~~lnj) COLLEGE STATION P. 0 . Box 99 60 January 13, 1998 Deborah L. Keating, P.E., Partner Urban Design Group P.O. Box 10153 College Station, TX 77842 Dear Debbie , 110 1 Texas Avenu e Tel : 409 764 3500 Co llege Statio n, TX 77842 In response to your letter of December 30th, Veronica Morgan and I met with TXDOT yesterday regarding potential median openings to be included as part of their FM 60 widening project. As I previously mentioned, TXDOT will not finalize the locations of median openings until they have conducted •block• meetings to get input from all affected property owners along University Drive. In light of the on-going new development of Quality Suites, we have requested that TXDOT conduct the block meetings as soon as possible and that the first meeting held be for the section of University Drive between E. Tarrow and Lincoln Drive. With respect to your request for a median opening at the Cedar Creek I Quality Suites common driveway, I think it is a location that merits serious consideration. TXDOT has indicated that in order for the median opening be located at this driveway, it may require that grading work be done on University Drive in order to improve the driveway's sight distance. It is our understanding that this additional grading work is currently not included in their budget for this project, but that they are considering it. Since the exact location of the median cuts will not be determined until a future date, you may want to consider changing the planned right-in right-out driveway to a full service driveway in order that a median cut could potentially be provided at this location. This is not to say that a median cut would not be considered if a right-in right-out driveway were constructed, but it could save your client the expense of having to build the triangular median island. If removing the right-in right-out restriction requires a new TXDOT driveway permit, the City will certainly support this request and do everything we can to expedite it. We can discuss more of the details of the median cut options for this property and clarify the status of the driveway permit when we meet later this week. If I can be of further assistance, please do not hesitate to call me at 764-3570. Sincerely, ~ Transportation Planner cc: Veronica Morgan, Pat Williams, TXDOT Home of Texas A&M Un iversity