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Home My WebLink About43 Develoment Permit 656 Rock Prairie Road Crossing ShoppingDEVELOPMENT SERVICES TRANSMITTAL LETTER Name/Firm: Kling Engineering & Surveying Address: 4103 Texas Ave. Suite 212 Bryan , TX 77802 Date : Se~. :i. 1 \~3!>~ Phone: (409)846-6212 Fax: {409)846-8252 We are transmitting the following for Development Services to review and comment : (Check all that apply.): 0 Master Development Plan 0 Preliminary Plat 0 Final Plat 0 FEMA CLOMNCLOMR/LOMAJLOMR 0 Site Plan 0 Grading Plan 0 Landscape Plan 0 Irrigation Plan D Building Construction Documents w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines w/ 0 Redlines . INFRASTRUCTURE AND ENGINEERING DOCUMENTS .\II infrastructure documents must be submitted as a complete set. The following are included in the complete set: D Waterline Construction Documents w/ 0 Redlines 0 Sewerline Construction Documents w/O Redlines 0 Drainage Construction Do~ments w/ 0 Redlines 0 Street Construction Documents w/ 0 Redlines D Easement application with metes & bounds decsription 0 Drainage Letter or Report w/ D Redlines 0 Fire Flow Analysis w/ 0 Redlines Special Instructions: TRANSMITTAL LETTER TRANSMIT.DOC 03123/99 D Development Permit App. D Conditional Use Permit D Rezoning Application -." 0 Variance Request D Other -Please specify 0 TxDOT Driveway Permit ~ TxDOT Utility Permit W Other -Please specify Er t" X \\\\ 1 '> l\rµ~p\."2 1 ofl 4103 Texas Avenue, Suite 212 Bryan, Texas 77802 KLING ENGINEERING & SURVEYING Consulting Engineers • Land Surveyors Telephone 409/8460212 Fu: 409/846-8252 Post Office Box 4234 Bryan, Texas 77805 B.J . Kling, P .E., R.P.LS. S.M. Kling, R.P.LS. REVIEWED FOR COt\~PLIANCE August 30. 1999 TO: Jeff Tondre Graduate Civil Engineer FROM: Stacy King Kling Engineering & Surveying RE: Rock Prairie Crossing Shopping Center -Flow Line Analysis The following memo contains the Fire Flow Analysis for the proposed 8" P.V.C. water line for Rock Prairie Crossing Shopping Center. The 8" water line will initially service a proposed grocery store (63.373 sf) and a retail building (23,457 sf) and in the future it may service up to three or four additional buildings. The proposed 8" water line will tie into the existing 8" water line along Birmingham and the newly installed 8" water line along Longmire. This memo includes assumptions made in the analysis, a sketch of the waterline and the results from a CYBERNET analysis. (The CYBERNET program is by Haestad Methods and uses the same methodology as KYPIPE). ASSUMPTIONS The proposed 8" water line was modeled with a reservoir at each end where the proposed line connects to the existing and newly installed 8" water lines and a fire flow demand applied and split between two fire hydrants. The combined fire flow demand for the proposed grocery store and retail building was calculated to be 3082 gal/min (see following pages for calculations). It was assumed that there would be no domestic water demands from the buildings during a fire and that any water demands from future buildings during a fire would be negligible compared to the fire flow demand. The pressure at the reservoirs was assumed to be 99 psi. This was based on the measured static pressure in a fire hydrant along State Highway 6, 99 psi, and Birmingham , 100 psi. It was assumed that when the existing and newly installed water lines were connected by the proposed 8" water line the pressure in the water lines would equalize minus some losses due to friction. The 99 psi was converted to ft and added to the flow line elevation at the reservoirs to obtain the hydraulic grade for use in analysis (see following pages for calculations). RESULTS The calculated maximum velocity in the proposed 8" water line and the existing and newly installed 8" water lines was 11 ft/s. The calculated maximum velocity of 11 ft/s does not exceed the maximum allowed velocity of 1 2 ft/s. (See the following pages for sketch showing location of pipes and computations). The fire hydrant leads for the grocery store and retail building are 6" P.V.C. and have lengths of approximately 255 ft and 34 ft, respectively. When the combined fire flow demand for the grocery store and retail building was used and split between the two fire hydrants ( 1 541 gpm), the velocity in the 6" fire hydrant leads were estimated at 17 ft/s. This exceeds the maximum allowed velocity of 12 ft/s in a main water line. The velocity in an 8" fire hydrant lead was estimated at 10 ft/s. It is our recommendation that the 6" fire hydrant leads be increased to 8" fire hydrant leads. j J-1 P-13 P-10 Title: Rock Prairie Crossing Shopping Center h :'rock.wcd 08l28l99 08:37:17 AM Scenario: Base \ l ()t\~~,,-e_ I P-2 \)r o ~~e-d ~· W c... \:.es L "e.. Kllng Engln-rlng & Surveying C Haestad Methods, Inc. 37 Brookside Road Watertx.wy, CT 06708 USA (203) 755-1666 -r Project Engl..-: S. M. KLING Cybemet v3.1 (071) Page 1of1 Node Reservoir Reservoir Calculated Label Surface Inflow Hydraulic Elevation (gpm) Grade (ft) (ft) R-1 520.00 -1 ,335.61 520.00 R-2 534.00 -1,746.39 534.00 Title: Rock Prairie Crossing Shopping Center h :lrock.wcd 08/28199 09:16:4'7 AM Scenario: Base Steady State Analysls Reservoir Report Kllng Engln-rlng & Surveying C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 Project Engl~ S. M . KLING Cybemet v3.1 (071] Page 1of1 Link Start End Material Diameter Label Node Node (in) P-13 R-1 J-1 PVC P-2 J-1 J-2 PVC P-6 J-2 J-4 PVC P-12 J-2 R-2 PVC P-9 J-4 J-6 PVC P-10 J-6 R-1 PVC Title: Rock Prairie Cl"0661ng Shopping Center h:'rock.wcct 08l28l99 09:16:10AM 8 8 8 8 8 8 Length Minor Losa (ft) 786.00 1.05 1,133.00 2 .53 607.00 5.47 230.00 0.35 217.00 0 .55 374.00 2 .39 Scenario: Base Steady State Analysls Plpellne Report Current Headlosa Discharge Status (ft) (gpm) Open 1.70 -352.95 Open 2 .53 -352.95 Open 22.54 1,393.44 Open 9 .78 -1,746.39 Open 0.10 -147.56 Open 18.22 -1,688.56 Kllng EnglrMerlng & Surveying Velocity Start (ft/s) Pressure (psi) 2 .25 2 .25 115.76 8 .89 95.66 11 .15 95.66 0 .94 90.24 10.78 90.72 C Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1666 End Pressure (psi) 115.76 95.66 90.24 90.72 Project E ngl..-r: S . M. KUNG Cybemet v3.1 (071 I Page 1of1 Node Elevation Demand Demand Label (ft) Type (gpm) J -1 254.00 Demand 0 .00 J-2 303.00 Demand 0 .00 J-4 293.00 Demand 1,541.00 J-6 292.00 Demand 1 ,541 .00 Title: Rock Prairie Crossing Shopping Center h:\rock.Wccf 08l28l99 09:16:29 AM Demand Calculated Patt em Demand (gpm) Fixed 0.00 Fixed 0 .00 Fixed 1,541 .00 Fixed 1,541.00 Scenario: Base Steady State Analysls Junction Report Calculated Pressure Hydraulic (psi) Grade (ft) 521.70 115.76 524.22 95.66 501 .69 90.24 501 .78 90 .n Kllng Engln-rlng & Surveying C Haestad Methods, Inc. 37 Brooblde Road Waterbury, CT 06708 USA (203) 755-1666 Project Engl..-r: S. M . KLING Cybernet v3.1 (071) Page 1of1 Hydraulic Grade @ R-1 and R-2 99 lb 1 ft 3 144 in 2 99 psi = in2 x 62 .4 lb x ft 2 = 228 ft R-1 228 ft+ 292 ft= 520 ft R-2 228 ft + 306 ft = 534 ft Maximum Velocity Estimate in Proposed 6" Fire Hydrant Leads * 1541gal ft 3 min 4 min x 7.48gal x 60s x 7t (0.67)2 = 9· ?ft / s * 1 541 gal/min is half of the fire flow demand July 7, 1999 CLR 13 100 Northwest Freeway Suite 500 Houston, Texas 77040 Attn : Curtis Burnett Ref: Kroger College Station, Texas Kroa:er Store • Type IV Construction • Class M occupancy • Fully Sprinklered • 63 ,373.00 square feet , single story/mezzanine • Coefficient related to type of construction, (.8) for non-combustible construction • Exposure protection value 55% oftlow. • Fire flow to be 2, 720 GPM total water required for a totally involved structure. Minimum of 20 PS[ pressure . Retail Build in& u A" • Type IV Construction • Class M occupancy • Fully Sprinklered • 23 ,457 square feet single story • Coefficient related to type of construction (.8) for non-combustible construction. • Exposure protection value 60% of flow • Fire flow to be 1,800 GPM total water required for a totally involved structure . Minimum of 20 PSI pressure . Combined Kroeer and Retail Buildin& ''A" • Type IV Construction • Class M occupancy • Fully Sprinklered • 86,830 square feet combined . • Coefficient related to type of construction (.8) for non-combustible construction. ' ' • Exposure protection value 45% of flow • Fire flow to be 3,082 GPM total water required for a totally involved structure. Minimum of 20 PSI pressure . Notes: • Per City Fire Marshal, the individual unit calculations can be used in lieu of the combined calculation, although the combined results are more prudent. • The smaller pads for Retail Building "B'' and future pads C, D, and E will have smaller water demands, therefore calculations are not necessary. Should you have any questions or require and further assistance, please do not hesitate to call . Sincerely, Steven R. Rians President SAFE, Inc . SRR:cih cc : file Jon Meis -College Station Fire Marshal ~ .. OSBORN & VANE ARCHITECTS 5 Transmittal Date 0//q/qq To l?r-14~e-l+t. u-~r--j~ Ct h, of u II ~'"1l--~ho 11 Project F-Ock.. fra 1~1e. O-oss1/'Jer .. 5 .C . Project no. q 8 ( '11 ~Herewith D Under separate cover By Moil ~essenger D Other No. of Copies Description I Date Remarks -'~ lw COnsf-rvcJw11 Poc.u Me"-b pr111fs ( 'Ste"P~H\-k..-pCl.c..tz..c:t~") s~ !{e:-v1eiN c.o/VtfVl~"'J...s tJ! .3 __ leM-v .\.o Cbr t'~e U-e B'-6 "'I! · ~Sfb"S< .k, uvrl c:o~Me1'-f1 (Gu<) p~lf tt\l~ Op111tol\ ~ f'ro~Ahlc Ccns~vc-hon G>s7 (cu<.) I s-<t Vr'a1 l'\«.5c..-C4lc.u1~hot1S (cl.fl..) ~or your use ~r approval D For review and comment ~requested by y (J L{ • Copies to: With enclosure By (<.~ 200C Ber-ng Drive. Suite 410, Houston. Texas 77057, 713 781 5262. Fox 713 781 5347 Members American Institute of Architects D D D COLLEGE STATION P. 0. Box 9960 • 1101 Texas Avenue College Station, TX 77842 Tet. 409 764 3500 MEMORANDUM August9, 1999 FROM : Richard Vane, Via Fax (713) 781-5347 . , ~~D D~yl Bridgette George , Asst. Development Coordinate ~ ~ TO : SUBJECT: Rock Prairie Crossing Shopping Center -Site Plan 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 . The next submittal will be the third and final review by staff for this round of reviews . If all items have not been addressed on the next submittal, another $100 processing fee will need to be submitted for the subsequent set of three (3) reviews. Please address the comments and submit the following information for further staff review: /One (1) complete set of construction documents for the proposed development with the revised site and landscaping plans attached. 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 764-3570 . Attachments : Staff review comments cc: Dan Muniza CenterAmerica Property Trust, Via fax (713) 349-0901 Raymond Suarez, Via fax (713) 781-5347 Case file #99-404 Home of Texas A&M University . . 1. OK 2. OK 3 . OK STAFF REVIEW COMMENTS No. 3 Project: 99-104 KROGER CENTER SITE PLAN REVIEW 4. Add a note to specify to "submit color specifications to the City of College Station for approval before pouring". tA::> r"'\ c.. 5 . OK 6. OK 7 . OK 8 . Dimension the sidewalk width and the distance from the edge of pavement to the street curb. Re .. (\v 1 I L.e.+v pt'dM c~ -Pot\&.- 9 . Add a note "submit color spec. to the City of College Station for approval before installing", or "color to match building color''. po 11 c.. 10.0K 11.0K 12.0K 13. Make a note to "coordinate with Fire Department before installing FDC on the building to assure it is accessible". Po f)C, R~" Cl vtl Dw, C · S . I 14.0K 15 .0K 16.0K 17.0K 18 .0K 19 .0K 20. There still appear to be conflicts for two of the transformer locations -on the landscape plan , it shows that there will be plantings where the transformers are shown on other sheets . Resolve these conflicts but also ensure that the transformers are screened from the ROWs . t:::>one, fl-.e : '-"""I~<~_,. 21 .0K 22 .0K Sta ff Revie w Comments Page 1 of 2 23.0K 24.0K 25 .0K Reviewed by: Staff Review Comments Sabine McCully Date: 8-16-99 Page 2 of 2 (LR Cobourn Linseisen & Ratcliff, Inc. August .,!3; 1999 Bridgette George City of College Station P.O . Box 9960 1101 Texas Avenue College Station, TX 77842 RE : Kroger -SWC SH6 & Rock Prairie Staff Review Comments No . 3 CLR Job No: 98-057-00 Dear Ms. George: In conjunction with Osborn & Vane Architects, Inc., we have addressed each of the comments regarding civil issues as follows : Comments on Plans : 1. Water lines do not appear to meet TNRCC 290.44. The Construction Drawings for the Proposed 8" Water Line have been completed to meet TNRCC 290.44. 2. Engineer's Estimate for all public infrastructure. A Preliminary Opinion of Probable Construction Cost for the 8" public water line is included with this submittal. 3. Sidewalk slopes do not appear to meet TAS & ADA standards. The only sidewalk construction proposed for this project is the replacement of a short section along Binningham that is designed to match the existing sidewalk elevation and comply with all accessibility requirements. This project has been reviewed by ACI for accessibility compliance. 4. Plans should not include Cfty of Houston Standards. The plans have been revised to eliminate references to City of Houston Standards. 5. Fire Flow Analysis should include a model of pressures and velocfties wfthin water lines as a result of the flow requirements developed by SAFE, Inc. SAFE, Inc. is expanding the Fire Flow Analysis as requested and they will forward the additional infonnation to your office under separate cover. 6. Drainage/Report: Lacks infonnation on Hydrologic, Hydraulic and drainage facilfty design criteria used. Need statement by the design engineer that is complies wfth the Cfty's Drainage Policy & Design Standards. Need all H& H models to be included (you have not shown that there is not an increase in flows). Civil Engineers • Architects • Surveyors • Planners 13100 Northwest Fwy , Suite 500, Houston , Texas 77040 Phone : (713) 46Z·0993 • Fax : (713) 46Z ·Z73Z • Page 2 Augus t1 9, 1999 Pursuant to my conversation with Mr . Jeff Tondre, additiona l hydrau lic calculations us ing the 2 , 5, 10, 25, 50 and 100 year storms are included with this submittal. The calculations were used to des ign the on site storm drainage system in accordance with the City 's Drainage Policy & Des ign Standards . The ca lculations also show that the developed flow is less than the allowable flow for this site as indicated in the original dra inage design for the State Highway 6 (see previous submittals). Staff Review Comments No . 3 8. Dimension the sidewalk width and the distance from the edge of pavement to the street curb . Pursuant to my conversation with Sabine, Sheet C-1 calls out the sidewalk along Longmire Drive as "6' sidewalk by others". 13. Make a note to "coordinate wfth Fire Department before installing FDC on the buikiing to assure ft is accessible". Sheet C-3 and Sheet 7 of 7 have been revised to include the requested information . Please call me if you have any questions or need additional information . Sincerely, COBOURN LINSEISEN & RATCLIFF, INC. Curtis R. Burnett Project Manager cc: Mr. Raymond Suarez-Osborn & Vane Architects (w/encfosures) enclosures ClR Cobourn Linseisen & Ratcliff, Inc. . ' ' . PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST PROJECT NAME : Rock Prairie Crossing -Public Waterline 98-057-00 TYPE SYSTEM : 8 " Waterline DATE : ---------------August 13 , 1999 PRELIMINARY REVISED BY : DV FINAL CKD : CRB ITEM UNIT TOTAL NO. DESCRIPTION UNIT QUANTITY PRICE 1 8 " P.V.C. DR-18 , CL 200 L .F. 1,190 16 .00 19 ,040.00 2 8" Steel Section L.F . 190 120.00 22 ,800 .00 3 8 " Waterline Auger L.F . 180 55 .00 9 ,900 .00 4 6 " P.V.C . DR-18 , CL 200 L .F . 535 14 .00 7,490 .00 5 Sodding S .Y . 45 4.00 180 .00 6 8 " Gate Valve W/ Box EA. 3 500 .00 1,500.00 7 6 " Gate Valve W/ Box E .A. 3 400 .00 1,200.00 8 Trench Safety (5 ' -10') L.F . 1700 1.00 1,700 .00 9 F.H. Assembly W/ Valve 4 ' Bury EA. 5 1,500 .00 7 ,500 .00 10 Fill & Compact C .Y . 36 6.00 216.00 11 8"x8 " Tapping Sleeve & Valve W/ Box EA. 4 1,800.00 7 ,200 .00 12 8" Wet connection EA. 4 1,000 .00 4 ,000 .00 13 Extra Ductile Iron Fittinqs TON 1.7 2 ,500.00 4 ,250 .00 14 Traffic Control LS . -500 .00 500 .00 Sub Total 87,476 .00 Contingency (20%) 17,495.20 Total 104,971 .20 DEVELOPMENT PERMIT PERMIT NO. 656 8 ROCK PRAIRIE CROSSING SHOPPING CENTER FOR AREAS OUT S IDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER I 3 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: SITE ADDRESS: S!W CORNER ROCK PRAIRIE ROAD AND HWY-6 OWNER: Dan Muniza 3901 Bellarire Blvd. Houston, Texas 77025 713-660-4335 DRAINAGE BASIN: LICK CREEK TYPE OF DEVELOPMENT: THIS PERMIT IS VALID FOR SITE CONSTRUCTION PER APPROVED PLANS DATED NOVEMBER 2. 1999. 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 landscap e plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of th e 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 faciliti es. I hereby grant this permit for developm ent of an area ou tside the specia l flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by th e Ci ty Engineer in the development permit application for the above named project and all of the codes and ordinances of th e City of College Station that apply. \ \ . 7-. Date Contractor Date DEVELOPMENT PERMIT PERMIT NO . 656A ROCK PRAIRIE CROSSING SHOPPING CENTER FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: S/W CORNER ROCK PRAIRIE ROAD AND HWY-6 OWNER: Dan Muniza 3901 Bellarire Blvd. Houston, Texas 77025 713-660-4335 DRAINAGE BASIN: LICK CREEK SITE ADDRESS: TYPE OF DEVELOPMENT: THIS PERMIT IS VALID FOR THE CONSTRUCTION OF THE WATERLINE ONLY PER APPROVED CONSTRUCTION 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 accordan ce 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 th e special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by th e City Engineer in the dev lop ent permit application for the above nam ed project and all of the codes and ordinances of the Ci oil e Station that apply. Administrator/Representative Date Date Date I Date : September 12 ,2000 To : Amanda Hudec, Accounting\\.-"" From: Bob Mosley, City Engineer ~~' Subject: Completed Infrastructure from Private Development By the attached letter of completion for the Rock Prairie Crossing Shopping Center development, we have accepted the following improvements to the City of College Station infrastructure. Water: 8-inch P.V.C Main DR-18, Cl 200 Fire Hydrants 2141 linear feet 4 each The value of the above infrastructure totals $105,631.00 . c : Natalie Ruiz, Development Coordinator Vernon Wright, Engineering Technician Missy Green, Staff Assistant .., ,1 LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS Dear Sir: DATE: /c:<_ -,/-LY The purpose of our letter is to r equ est that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plans and specifications as approved and required by the City of College Station, Texas. This approval and acceptance by the City is requested in order that we may finalize any sub- contracts and to affirm their warranty on the work. This approval and acceptance by the City of the improvements listed below does h ereby void the letter of guarantee for the listed improvements on the above reference project. The one year warranty is her by affirmed and agreed to by ~tJ.s kcfuftp/e6 and by their sub-contractors as indicated by signatures below. WORK COMPLETED 8"' ~ /1tt-r'tt.s ·=6 \fl~#gn<j ft ~ Owner: ~~1-b~<'.i ~P> ~\\.v~((\..'.:'J \ ~-s.r..., \.....?. Address: 2.{\\::>\ \:::>E..\\?>;~0 \-\CN'S\~-A.;11: 'l () 25 DATE Contractor: tJ/$/M;.s !tx/¢.2it?i'e.s; /i'1~- Address:J/ll?l.2M ~~~e-/);,,ef /},,+?, Jk.dl21/4 f7tP///-6P6'0 I ' ! Utility Representative ACCEPTANCE & APPROVAL City Engineer PRELIMINARY OPINION OF PROBABLE CONSTRUCTION COST PROJECT NAME: Rock Prairie Crossing -Public Waterline 98-057-00 TYPE SYSTEM : 8" Waterline DA TE: -=-_:_:_.=..:..=.:..=.c-=--------~-~ August 13, 1999 PRELIMINARY REVISED -------BY: DV FINAL -;.,.__..: ITEM NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 DESCRIPTION UNIT 8" P.V.C. DR-1'8, CL 200 L.F . 12" Steel Casinq l.F. 8" Watertine Auqer L.F. 6" P.V.C. DR-18, CL 200 L.F . Sodding S.Y. a• Gate Valve W/ Box EA 6" Gate Valve W/ Box E.A . Trench Safety (5' -10') L.F. F.H . Assembly W/ Valve 4' Burv EA. Fill & Compact C.Y. . 8"x8" Tappinq Sleeve & Valve W/ Box EA . a· Wet connection EA . Extra Ductile Iron Fittinqs TON Traffic Control LS . SubTotal · Continqencv (20%) Total CKD: CRB UNIT TOTAL QUANTITY PRICE 1,190 16.00 19,040.00 190 120.00 22,800 .00 190 55.00 10,450.00 535 14.00 7,490.00 45 4 .00 180.00 3 500.00 1,500.00 3 400.00 1,200.00 1700 1.00 1,700.00 5 1,500.00 7,500.00 36 6.00 216.00 4 1,800;00 7,200.00 4 1,000.00 4,000.00 1.7 2,500.00 4,250.00 -500.00 ; 500.00 ~,,, -~~E. OF;~ l\l\ 88 026.00 .. c,~···+··· ~.,, ... IJI' .. ·-.. ~ '.\ ,, * .· .17,605.20 , "' .· . ·-': j ... ,._ ............... ·1t·;-.. , ::-1 .! . ~ f. H. HADf ORD ,..... .. , ................... ,...... ..... . · 105,631.20 I~. .,. - '•"">·~l'i."'""' ~.l;FJi - ------------ LOOK IN CONFIDENTIAL BINDER FOR OTHER SUPPORTING MATERIAL Rock Prairie Crossing Shopping Center fl Review Comments 9/13/1999 Drainage Report • Provide a statement that there is no adverse impact down stream as a result of this development and provide supporting analysis . • Provide evidence that TxDOT will accept a flow of 83 cfs being discharged into their R.O .W . (in writing from the Area Engineer's office). Include a description of where it is allowed to discharge . • Provide a detailed breakdown of all times of concentration . Include a map with flow paths and a breakdown for each flow segment. Construction Plans • As has been stated since the first review, all pipe deflections need to be shown in%, degrees or radius -with begin/end curve, and not at joint. • Steel waterlines are not within the City specs. These should be either PVC or Ductile Iron. • Lines to fire hydrants must be public . Need to show profiles for all public lines . Public lines will require a public utility easement . • Fire flow analysis shows that the 8" lines are required to both fire hydrants . • On page C-1 , elevations in TxDOT R.O .W . seem to indicate that flow is back into culvert . Need to smooth out grading in this area. • Page 3 of 7, shows the City Limit line incorrectly . • Tx dot requires R.C .P . in R.O .W . Rock Prairie Crossing Shopping Center Drainage Report Review Comments 9/13/1999 • Provide a statement that there is no adverse impact down stream as a result of this development and provide supporting analysis . • Provide evidence that TxDOT will accept a flow of 83 cfs being discharged into their R.O .W . (in writing from the Area Engineer 's office). Include a description of where it is allowed to discharge . • Provide a detailed breakdown of all times of concentration. Include a map with flow paths and a breakdown for each flow segment. Construction Plans • As has been stated since the first review, all pipe deflections need to be shown in%, degrees or radius -with begin/end curve, and not at joint. • Steel waterlines are not within the City specs . These should be either PVC or Ductile Iron. • Lines to fire hydrants must be public . Need to show profiles for all public lines . Public lines will require a public utility easement. • Fire flow analysis shows that the 8" lines are required to both fire hydrants . • On page C-1 , elevations in TxDOT R.O .W . seem to indicate that flow is back into culvert . Need to smooth out grading in this area. • Page 3 of 7 , shows the City Limit line incorrectly. • Tx dot requires R.C .P . in R .O .W . DEVELOPMENT PERMIT PERMIT NO . 656 ROCK PRAIRIE CROSSING SHOPPING CENTER FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: S/W CORNER ROCK PRAIRIE ROAD AND HWY-6 OWNER: Dan Muniza 3901 Bellarire Blvd. Houston, Texas 77025 713-660-4335 DRAINAGE BASIN: LICK CREEK SITE ADDRESS: TYPE OF DEVELOPMENT: THIS PERMIT IS VALID FOR CLEARING AND GRUBBING. 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. Jn accordance with Chapter 13 of the Co de a/Ordinances of the City a/College Station, measures shall be taken to in sure 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 i ordance with the plans and specifications submitted to and approved by the City Eng ineer in th eve/a ment permit application for th e above named project and all of the codes ~---.t:.znd ordinances of e ity o Co llege Station that apply. Date Owner/ Agent ~~CtOT ~~~~~· ·~'-----,F-~ Date ' Date 08 /1 8 /99 10 :09 FAX 7 13 7 8 1 53 4 7 OSBOR N & VAN E. 1410 03 T-94 7" P. 02/04 F-95 T un-09-SS 07 :25~m Frc m-C L R +T1 34ff -~ '..._./ ...... ~ef C'.Cli.L:~_,, "ll;1)lf1:"-- DEVELOPMENT PERMIT IFD1'.LIJESo.:rnioN j'l~~ T• ~n!" P/d~-As/. .APPUCJINI: (Prilauy C,aa1acc far ths Prujecf):· Nami: P+t~ A1DN'1 6 Sfrld.l.ddrm ~'101 a~/)d,,.t: Bt..vp. Q:y J-b111.,9a St2:D -rx . Zip C.odo 77()2S ~Ma Addrats t:?lmiNtZ 4 *' a?'l~,,,,,.,rt~ Pbmr:Nurn1'cr j/~ •I,(,()· f.3S5 FuNwnbsr 71$· ?'if· <2'4.I ~ PROPER.TY OWNC&-s INFCJR¥AnON: Nams Cp"7"-~l;?f,,fClf e~Prl?tT9 /rU.J'7 su=.Addreis e (). 8")! 6 S" tf~ .r Ciry ..__.Cfo~;..;;V-.:1::...;.."7~;::;..;o;"----- S=ia 1k Zip c.odc -, ; Z "£ ~Address 7/ 3 " IJ~ ~ • .!139 ~ P&osc:Wambu -Zl.l · /,'1() .. l/:'3t:JO F~Nw-nbct' _____________ _ ~OR ENG?NEER"S l'NFOBMAnON: Name c?sbtJ"" ti( JMA~ ~~t:r7f, /Ae, Stimt.A.ddii:= ~~()O /!47UAJ'I # 4/" Cl~ --4-}fo-'-=U.-..'1~7. .... 'f'J ..... ~--~--- Sim 7}: Zip Code -f/tJ.r7 8-MailAddrm /'(SUlfrt(:Z. ~ 2LO!J ~A.t Pim= Nuzn'bcr '113 • 76/ • $ Z ~ Z Fu Number 7JJ .. 78/ • S.3 ¥7 ~ ~pll~ is badiy made for dicf'o1Jowing dc:vclopmc:m specific si~y ~ Ci:ui.t7JWe.7UJ..i oe S1rew1Y~ t '&-hi.J &U?tl': ~'if 'B' ~QCMO!f&EDGMENTS: 1, 12.41/Mt.JN r Z-.1 praw.I cf this pe.rmic nppjieatio:i.. I a&1= to coustros:tthc ~~ paupu:a:d ill.~ appli'3lim llll9.&ma~ :md lhc: rt:Q\litc:rncl'lt! of 0.a:pti=T-l3 of'i:he ColJeee Sc:ai:ion CJry Cede. DanMunlza Vice Pr-elldeat Cantr.u::=r Developamnt & Comtrudloa I ..CZ ' . . .. .. . .. . 0 i I QC ~§ ~ I ():> II ltt f~ i: f r f l lr f rr ~ u~ : ; if fl ~ t" 1e'"' · f " 1 ~,.. ::: ;: . I ~ r. vo ., n. "If 9 Ii a e,, ~ [ . -u.~ s· ~ h1~ I s· r1 .... :: i~ s.r 1f : l 1· ' · f [ i . . ~ ; ~ :;· . 1 5: !i " ( ~ 1 · ~ > w a. (g. i ~ -a~ !!. s· 11..h ~I . It i ':; A:a ·t fRj 1 f JI~ p 1 f. ~ ~ii~ ftle. ~ 1~ s.~Ji [ti ll . ~ ~ "tlf l tt f e t.c_ O' l1.s · 9, ~ 1 r ;. r . 0 ~ 1.1 ~~ r f 21. ti a . 'I--'" ~ ·i' H'!. 11 r.J.~ J} i· · i~ ~ !l.af j ft r. [ "! gff .. t 1' [" "' ~[s·J ~ mos D ~ it jl lh ~ i ! ?I Ii D. A. "" • tH1 [ii ~irl 'I li ~ ~ ml . !&.'1 r . ~ . ~ ~ Hh h f'' rf I• a '" I =] . r ~ s K f !IO r A. g. . ra "--'° ~ ' li rJ . rf. · z ~ >I :1S-f f .. ... "f 6 s ·1 ,~ sf ."1:: ·u l ~ . . 't l1 f IP61fo:'¥hl :-ci """ a~--'Wiil_ ... ...,... .. .......,._ ..-~,. ......... ~.,...,,,.,.,._...._. • .....-•1 s'nmDoe--"'llli&}mlle ... vt 5 'llAllJI.., ...... ~·· .............. , .. ~... -... ...... _. • .....,,..,. ...... _ __.,.~ .. ID~llMll' ..... .._.,._, .. , .. __.._.._...._.....,..,._. .. __ Cl ___ ............. ~V!W!9. 'M'WJllJ--.iillAlll!I',._.,_ -11 WI PM_IJ&_AIJ ,. ...... ~S.-1 0 <Pl O ~ u cq> D "' :c--r---~--·J!I ~ o~ ~....,._._~_,.._._..ram6•• ,.,...__.. -~ ................ ....,. ..... , .A ... a-. ~ ........ ~ ...... ... ,,_s; ¥•..,_l I .............. _ W,.._.9'1JllY-Pllb ... pllpll&llf....-.•~ i-1 F I I I 1 ~ ................. -.00 f i l l t I I I l I t i 90w3 ,,_,..., .-.Ilg ...... ( I I I I I I I I .j Ii p • .., 411 ...,._. 1 -~,.. .. ... ---r, t I I I I I 1 fltj :Alo lil1WIUIW <4tUMS o ... ~-" .,, ....................................... ..... I I I I l I l l I I std~ Mil«l ~ I lrZI ot£.it!,9"t1~ 1.'llUfj51t 'Oltl =--rt f 1·10177ilHLl'l1 ~GIZ fXTI1-.: I I I I I I I I liiblI IIIYQ; ISi lji 51! II 111010) _, I I I I I I 1 lijlg: ljiffdiiifi!Ql ifljbijl I t I li(1l11i1iY•llCi j 'i '::>6181 t I filai 9'o'i •:ii --~ t J I I i·I 51"flol £lll ~d!Z . [!] · s 20 ll'C ·--. j I I 1'!!11 .. ' I I f I ' I Jt4P f u 11 I: I f I I T ~ 1.i1 is•n111:ii' 1i•l.1'11 3 1 4 1 0 a,11~1 1..,slf''lt"li'i'v*'l!§'.t'ii'i':n ..... a A• an:a-'5 c , "-•lKIW•~-'WDlll9'•-•cw•--~~s ... ,,.,~.....,, .J :~· .:-·-:-.:.::-:.-:.-:,. .. --:.sill ..... -:::-.. :--·:----: ... ,,,. ... --............... ,.. • . .. _..,a ~ • ....,.....,. ._.. .... _._ .. ,.'Sl~•E W ....... M .... ,.,_~_ ....... _ _.WWW& __ ..,.,,, --·· 44 ~ .. ,. ....... -.-t ..... 5 &••-... ._ I --------...-~--~--.--~ .................. -~ 5 ___ ,,, __ ,. • -..... -.. ...... ~~ ... a s -• Al>w ............... ,._.. --~,·' .. ._...._ ... _ __.. iss-~ ro1ro ·d LvB·! soo~ '3NVA "8 N}:IOQSO 9tS9t /""""' c 1 ·:i.wc~~ .wd5zi10 .ss-ao-unr LtCS 18L C1L xv~ 01:01 66 /81 /80 ' - 08 /18 /99 10 :10 FAX 713 781 5347 OSBOR N & VANE . ...... ''-"iO: 1 7133490901--529 1. 499 7?9 4 7 1.3 @006 P~:03 ~U,- P,e2 '( rc1 omct un ONLY ~IL'-''t'-Ho1":\( S'U:R ;"vflTT""' L REO UlREMENTS _ S l !:0.00 Oe.,,elopmc:'\C Pt it • .\pplicaclon ree. c::.a.sr:tCL:. ___ _ _or~:n°'ga and ct"o.slon cent l yllll, w;th supportin1 OraJnaae R.eportNlc (2) copic.s ~c:h. _}.: · :--1 ofrr.~~m (N.0.!.) tr ~l~!'.:~b:c 1r11 i• ueel' tha~ s acres. .. ' APPtIC A..1.°"''T (Prim:.:y Con~&t for I e P:-oject}: N~.; -RobQ.t'"f-/6 d Se.:':.·~ Adcir~ -..:...L.1..;......i~--1:...1..-.1.....,~.:.c...:.::..-""""""--...,_ SQtc: ----- Phcnc Nwnb~ r ____ ..._.._._..,_+-"...._..___ -1$0/ 51.-:~ --··-Zip E-Mrul Ad~.s ------------ p~~t\-! !'um cl!:-b 9 ~-£ .$ 6 i F~"< Nur.to~::-fO ( ~· ·-4 ~ :f..3 Appl!i:~ :'..::ir. .is hr;rc~:·· m~o tor IJ'la 1 1ro.l!owtr.s. c!c.,'t:lopmcnt ~pi;oin~ 1iio~~ac1r-.v~)' il.lrer:iticr.s: C-..-· .' .. f-,1.(.LL._~ p ._., bli c ~ t-r-~ ~ f txl "Ji.~ c ~' "" 1-cef dt]tf:l'£l. s ·s:: 4'lju ,_I ., T 1v ~ 1,'f-i~, I : ti,_CK~;O\VLE'DC ;l.J£NTS: ! I [, k:'.. ~ b I! r r ); dJf frrtifs M'l ercsr/gwn-r, h..:rel::l~ !llllcnowl<!dge 1CJr et~rm i;h~;; '1 . Th' ~-:.:·-: ;·:-:-.l.~iol'I ~d ~cl'\clusions ~r:;li~~d in !he :!b~vc pl;111s =..,.,d iup partlna ~oc:umc:i~ ~.;~.~I~. -.;th th; .~utTo!:nt . ra;1.:~. · · .. :.::-::... o! t.~:::-'..i:y o( C.:ill.:;~ ~::.11cn, Tc.-.:~i;· Cr~ Cede, cr.::.r:ccr 13 IS.lici 1~ ~,;ic:~::d O~~.,~l): Pol:cy a.rid D~s:1s:i s!,,;;,,~~I'~. L ..i\.s :i '.~r::!t:on of ;.;pra\.':il or'tbi~ i:r:i\i~ ~~;li~;i~i~n. r igr~ :~ :::-.smu;:r 1:.i; Uiipro,~r.i,;-.:.i -;::-;i:s:.! :..~ ;.":.i> ::l.;;7plicocie11. :i..:;:i~~a U-.as~ :::-~.:um.:nco ~~.: ,h,• r~l,\:.i1<.:m;;ms QfCh'1;ncr t~ -~fcht.1 Coltd3 e ~'41-cii:in c ::;.-ec.:!:-g~ . . - .~,., .. :· G·.~r:llr(s ,+'/ ... :·; ,_f-Ccr.;:::i..;:.;ir c.~ .:· : ...... · :z ·.·~ :·~::i .. ·.:.· j • ~1: o.·~:: .. i ·~:~ :r:.: 1 : '~.:. l I 08 /18 /99 10 :1 1 FAX 71J 781 53 4 7 OSBOR N & VAN E. ~007 ''--··.10: i 1133490901 --529 1. 499 779 4 7 13 PAGE:04 P,11• :DIVEl.OPMEMT 1£1tMIT PPJtMtT NO. IU'7 LC Ball SubdMdaa A.5 Otn'SWE nm· SP2CIAt PL00D HAZAJm AllEA ,..._., • ..,...,,,.. ll OF Tim COLU:O~ fiA TIOK CITY CODB SlTE LECAl. DU t.b•pai,. lh·ln ROW De&au.~· I Pnirie UMOh y•o1d Dallu; T 75:44 •1W~Jt:: SITE ADDBE.5S: DR.UNA.GE :IA.SIM: upc CIEEX : I'YPE 011' :DE~L01MB~T ' nm 'PERMIT tS VALID Joa· COl'fSl'RUCilON or PUBLIC STREET WlTK ASSOCU'fD DKAINACE PLVS u-nunu.. . · ~ Co"~ 1Mll CAim all! ~ pRau\.loM ~ p~n1 1111. a1w:i cieoru JJtlm Jca.,,ng U\c 1mmaalat1 wl.IUStlUCUOD ~:··~ 'iA m::orda wfda \Ii. approved ~ion CIO!\lttll plAn .. Wllll u the City ol Collop S1.2Uon Onln:isc ~ollcy and utan Crituia. 'nwl Owilor MCVor Comm~&Gr 1hall ..wa th.it all dJSlll.rbaf · uaaa &IC aodcli:a. a.ad e&Uablil eot ol ~JCllticn CIC'CUn pnor 10 rcmov•l ot any "" tcia~11s or tw.r ~Cl uz~ for ~PQl"atY cm.~lori ntral. The Owner andlur Co1nr1Ctor chaJl aJ'° tuwe &h:lt any dittun.d v ~ioculinll b.: ;l!l urnCld w J.u: ri&iNLI eondicJ.oa, pl;sONnent &II~ f~. n11:; Qwni;r &n~r Contn=r Iha.II be rCst)Oo.siblc for w Uniai: to a.cUao:at prop:tl.Jcs. :Cl1.J 1tn:c11 rir infrutru.c:lwe due to~ 1Nehlne7 :1 ~1 .:i/or CQ11lpmcnt u \\ell u e os:icn. slJ~Uoft or scdlmonlAuon ,..ftins f'rora IM pcnnittocl 11110tk. /-..say 11Q;1 ~uiroJ4 lo bo pru~ bf onilnim;:c or u pan. otlJ\e Iandcapc J>lan ml.J.51. be completely fenced t.:tbre anr ooc~tlon& a! ULI• ~t c:aa ba&f.n. · Jn °"r;r.Jtmi:. ..,.Ith Clt@tu l o/ '111 ~dt ~ 0fdlMAeH 1Jf 1li• Cl/JI of OJ/lip Slt1tto11, •1U11"'8, r#l12ll '1.: ratelf tQ 111~·Mnr 111or 11ao,;1 ,.,,.,,, .~lrtJdtlM, .,.,,.,,,,, 41fd :adim•lflotion llr'111 nol H tlopo$ifM/ llf ally .~mmz, D' uf1tl"6 JNl11• fl JliJi•r. ' I ; . r hi:rrb.J,I gr1JJ11 thlz p•""''' t!,,. d#w/oi""~"' of GJt tlfH 1111Jlft lh• l/lflC/OI jloOt/ lttUard fng_ All d1.'WIOf'"'~"' Jh u ll b1 '" ~)/""" witll the p/aJU Qfft/ ~~(/lcntlon~ nlm1J1/1tl to dlld 'Vlf1"'..,.d bJ' tit• City £:,,gJrm:r 111 tit• lo 11r ,-mm appllt:t11181t /OI' fhl 1/J~ ,._,H J'"3ivd wiJ q/f gf (ht Wfir6 ~ord 'IOlt~~J o/tlt e/ 11.,,. S:tut111n that apply. ·· -"·'.;(· ~ . ~'·'~ifie lNinetl Alfi! Dase 1 ~ -.?!:-Zf Contndar Date ,. ~-0"'-"'8"--/i8 /99 10 :11 FAX 713 781 5347 OSBOR N & VANE. JT.,.JN:1217 99 12: S0 FROM! CHRr-iJN CO JUH-03-99· 06:26 ? TODD AHD CO ....__ . I I I I ' ' : I _...,.. ... . ' ·.....___:a: 11133q90901--s2s ~ 499 779 4713 r. .. "" ,-, ... ""'' . I ) ,-, .) ~008 PAGE:0S P.04 ,. 08 /18 /99 10:09 FAX 713 781 5347 OSBOR N & VAN E. ~001 FAX TRANSMITTAL Date: __ 8~;/.......:i'--'t>~·~/_q_._q"'------------------ To: _ _.._.I3_r_l~~'='r-:;..e ...... lfc_...-@+-(..()~"-C.-------------- a ht t?f= ~ lie fj!. ~tA rzol) cc: ___ ------------------------- From: &7~'° ~IJ.Af"'~L Re: Boe~ Pr~tf"f t (ft.asst f'JO-5.c. ProjectNo. t::tS/b1 Pages e (including transmittal) Items Transmitted; !) Peve.lcP"e" t-&r~' r ~ t-Jcfrc.<-be ltJ-retJ1' <a) t:::D~ or- D. P. (~"""'' "~ t>rw c.. ~ ~p~ cP PPG~ Messages;, ________________________ _ ~r\~Scz. t+c. , • Osborn & Vane Architects, Inc. 2000 Bering Drive, Suite 410 Houston , Texas 77057 Phone: (713) 781-5262 FAX: (713) 781-5347 '.· .. =··.·· · . ..-·:.·· .. ' :Pioiioct · ~··ro;,de aia~s~;~?£i,·.· ··. · .. :>;;// "''···· ..:::: .. P~ject no. '1 B f b 1 r ·: :·., ::. ·" ·:._:'" · ·, · iV"H e~it h o Under separate cover By KilMoil o Messenger o Other. No. of Copies Desc ription I Dote Remarks I I I ·/ I ____ I._HAvc t:n.cw.Je-o S'o/'"',€ A~"'"~"~! 1at5:2rnu1.he:M e~ ll (/o ll!LJ,/ f€ 4,, d /tQ,r.JE ;f )?~ /p> rttej:?nrmt f/, /?] ___/2.!oce0. C.:tllmr If fte>~ ,lffltE A?uf C/tK'##"f ,/<:.eJ~~...r. M"For your use O Fo r approval O Fo r r~view and comment ~s reques ~ed by Yo (j . Copies to: Wit h e n closure 2000 Bering Driv e. Su1!a41D. Hou~to n . Texas 77 057. 713 78 1 5262 . Fox 713 78 1 53.a7 M ember~ American Jns 11 ru :e oi Arcni+ects 0 0 D SITE PLAN APPLICATION MINIMUM SUBMIITAL REQUIREMENTS ./ Site plan application completed in full . ~ $100.00 Application Fee. ~ $100.00 Development Permit Application Fee. -1__ $300.00 Public Infrastructure Inspection Fee if applicable . (This fee is payable if construction of a public / waterline, sewerline, sidewalk, street or drainage facilities is involved.) _'!/_ Ten (10) folded copies of site plan. ~ A copy of the attached site plan checklist with all items checked off or a brief e:Kplanation as to why they are not checked off. APPLICATION DATA NAME OF PROJECT Rack Prairie Crossing Shopping Center ADDRESS Nat Available -Waiting an City of College Station I.EGA!. DESCRIPTION (See Attached) APPLICANT (Primary Contact for the Project): Name Richard Vane Osborn & Vane Architects Inc ) Street Address 2000 Berina Dr Snite 410 City H011ston D ; State TX Zip Cade 77057 E-Mail Address rsuarez@?QOOhering cam Phone Number 713-781-5262 Fax Number 713-781-5347 PROPERTY OWNER'S INFORMATION: Name CenterAmerica Property Trnst, I P , A Delaware I imited Partnership Street Address 3901 Bellaire City Hanston State TX Zip Code 77025 E-Mail Address dmnniza@centeramerica com Phone Number 713-660-4355 Fax Number 713-349-0901 ARCIDTECT OR ENGINEER'S INFORMATION: Name Richard Vane Osborn & Vane Architects Inc ) Street Address 2000 Bering Dr, Suite 410 City Homton State TX Zip Code 77057 E-Mail Address rsuarez@2000hering Phone Number 713-781-5262 Fax Number 713-781-5347 OTHER CONTACTS (Please specify type of contact, I.E . project manager, potential buyer, local contact,etc) Name R ayrnond Suarez · Street Address 2000 Bering Dr, Snite 410 State TX Zip Code 77057 E-Mail Address rsnarez@2000hering com Phone Nnmher 713-781-5262 Fax Ni1mher 713-781-5347 CURRENT ZONING B2 PRESENT TISE OF PROPERTY Vacant PROPOSEn ITSF OF PROPERTY Shopping Center V ARIANCE(S) REQUESTED AND REASON(S) # OF PARKING SP ACES REQUIRED fill5_# OF PARKING SP ACED PROVIDED 6.41