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CORRESPONDENCE BROOKS & SPARKS, INC. CONSUL77NG ENGINEERING June 7, 2004 Mr. Spencer G. Thompson, Jr. City of College Station Development Services 1101 Texas Avenue College Station, TX 77842 Re: Storm Sewer Outfall for the Kwik Lube & Tune Located on Rock Prairie Road in College Station Brooks & Sparks, Inc. Project No. 594- 0181 -00 Dear Mr. Thompson: Thank you for taking the time to meet with me at the jobsite to discuss the storm sewer outfall for this project. The purpose of this letter is to confirm the items we discussed and transmit the section and calculations requested. Attendees: Spencer G. Thompson, Jr. — City of College Station Carol Cotter — City of College Station Mike Taul — Kwik Industries, Inc. Glenn W. McDowell - Brooks & Sparks, Inc. Date: June 3, 2004 Time: 2:00 PM Location: Rock Prairie Road College Station, Texas Summary of Items Discussed 1. The 2' wide concrete flume recently constructed downstream of the new Kwik Lube & Tune was built too high. Consequently, the outfall ditch depicted on the approved drawings for the Kwik Lube & Tune must be modified to connect to the higher outfall elevation. 2. Kwik Industries, Inc. (Kwik) has already flattened the slope from the storm sewer outfalling into the detention pond, thru the pond and thru the 15" outfall pipe in an effort to "raise" the elevation of their discharge point into the drainage easement. 3. A six inch restrictor pipe will be grouted into the upper end of the discharge pipe. 4. Approximately fifteen linear feet at the upper end of the existing two foot wide concrete flume will be removed and replaced to gain an additional ± 0.3' of outfall depth. This will provide approximately 9" of fail from the Kwik outfall to the connection point on the existing 2' wide concrete flume downstream of the carwash outfall. 159/5 KATY FREEWAY, SurrE 440 HOUSTON, 7X 77094 28 1-578-9595 - FAX: 28 1-578-9686 BROOKS 5 SPARKS, INC. CONSUL77NG ENGINEERING 5. Kwik will construct a two foot wide concrete flume per City of College Station standard detail on a straight grade from their outfall point to the existing two foot wide concrete flume. (downstream of the carwash outfall) 6. Spoils from the ditch/flume construction will be placed on the church side of the flume to create a berm and ensure no overland sheetflow from the undeveloped tract behind the carwash spills over into the church parking lot. These spoils will be shaped by the landscaper and vegetative cover will be established. 7. Kwik will complete the final shaping earthwork on the detention pond and establish grass cover in the near future. 8. Brooks & Sparks, Inc. will furnish The City of College Station with a typical section for the concrete flume /ditch and design calculations which demonstrate that the section has the capacity to convey the extreme event flow being discharged by the 6" restrictor, (i.e. when the detention pond is full) Calculations enclosed. Again thank you for your cooperation. If any of the above items are inconsistent with your recollection please advise. Sincerely, Glenn W. McDowell Associate Principal enclosures cc: Mike Ellis — Kwik Industries, Inc. From 09/23/2003 10:00 #161 P.001 BROOKS & SPARKS, INC. CONSULT /NQ ENO /NEER /NQ FAX TRANSMISSION $gyp 310 DATE: SEPTEMBER 23, 2003 PROJECT No: 594-0 I 6 I �Y ATTN: MS. CAROL COTTER, E.I.T. ��• COMPANY: CITY OF COLLEGE STATION, TEXAS FAx No.: 979 -764 -3496 FROM: ANGELA MEDLEY, E.I.T. RE: KWIK LUSE & TUNE, ROCK PRAIRIE ROAD MEETING INFORMATION TOTAL PAGES INCLUDING THIS COVER PAGE: 3 REMARKS: ORIGINAL TO FOLLOW BY MAIL. THANK YOU CONFIDENTIAL NOTICE THE INFORMATION IN THIS FAX MESSAGE IS PRIVILEOED AND CONFIDENTIAL. IT IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL NAMED AND OTHERS WHO HAVE SEEN SPECIFICALLY AUTHORIZED TO RECEIVE IT, IF THE PERSON RECEIVING THIS IB NOT THE INTENDED RECIPIENT, YOU ARE HERESY NOTIFIED THAT ANY DISCLOSURE, DISTRIBUTION OR COPYING OF TH15 COMMUNICATION 19 STRICTLY PROHIbtTED. IF YOU NAVE RECEIVED THIS FAX IN ERROR, PLEASE NOTIFY THE SENDER IMMEDIATELY 30 THAT ARRANGEMENTS MAY BE MADE FOR RETURN OF THE DOCUMENTS. THANK YOU, 15915 KATY FREEWAY, SUITE 440, HOUSTON, TEXAS 77094 281-578-9595 - FAX: 281-578-9588 From: 09/23/2003 10:01 #161 P.002 BROOKS & SPARKS, INC. CONSULTING ENUINEER /NG September 23, 2003 Ms. Carol Cotter, B.I.T. City of College Station 1101 Texas Avenue College Station, Texas 77842 Re: Kwik Lube and Tune, Rock Prarie Road Brooks & Sparks, Inc. Project No, 594 -0181 Dear Ms. Cotter, As a follow up to our meeting on Friday, September 18, I wanted to confirm the following design issues we discussed: 1. The Waste Department approved the location of the dumpsters and the dumpster truck route. 2. An additional 180 s.f. parking island will replace the proposed parking space on the west comer of the .parking lot next to the dumpster. 3. According to the planning department, the proposed fire lane for the site will meet the City's fire code. The access road is proposed to be widened so that the proposed Kwik building will be counted no more than 150 feet from the fire lane. This solution to the fire lane issue was discussed in your meeting with Glenn McDowell of our staff. Please confirm acceptance to the Fire Department. An 8 %2 by 11 exhibit is enclosed for your use. The existing curb along the access road adjacent to the flower shop is currently painted as a fire lane. 4, The driveway on the northeast side of the site between the property line and the proposed Kwik building will be signed as a one way route for all cars and dumpster trucks. 5, The Planning Department landscaping requirements are to be addressed in future site submittals. 6. Subject to the survey results yielding an acceptable outfall channel depth, the proposed detention facilities are approved by the Planning Department. The detention facilities are designed to limit the post development discharge rates to those that exist under current site conditions. 15015 KATYFREL - wAY, SUITE 440 HOUSTON, TX 77004 A-10 u-' 1-578-950 - FAx 28 / 578 -968 � ot 4-6_19 From 09/23/2003 10:01 #161 P.003 BROOKS cS SR4RKS, INC. CONSUL77N0 ENO/NEERINd If any of the items in this letter are inconsistent with your recollection or you require additional information, please feel free to contact me. Thank you for your cooperation. Sincerely, 7 1 Angela K, Medley, E.I.T. Assistant Project Manager From 09/25/2003 15:23 #187 P.001 BROOKS 1& SPARKS, INC. CONSULTING ENGINEERING FAX TRANSMISSION DATE: 9/ ,' 5A 3 PNadEcT: ?y, 0 ?/ ATTN: nu dot i e ,,,._ COMPANY; & Q 6oZLQ I4 FAX NO,: ( 4 17 4 ?) 7 6 1 /-- 34 FROM: da ' d 6 / , RE: k UJ/ oh it:LAI- TOTAL PAGES INCLUDING THIS COVER PAGE: 4 REMARKS; , // copy tol &alit oh .ackilid f4110 • •. • CONFIDENTIAL NOTICE • THfr INFORMATION IN Trim FAX HEISMOL 19 PRIVILE0Fb AND CONFIDENTIAL. IT IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL NAMED AND OTHERS WHO HAVE BEN SPECIFICALLY AUTHORIZED TO RECEIVE IT. IF THE PERSON RECEIVING THIS IS NOT THE INTENDED RECIPIENT, YOU ARE HERESY manner THAT ANY DISCLOSURE, DISTRIBUTION OR COPYING VI' THIS COMMUNICATION IS BYRICTLY PROItISITED. IF YOU HAVE RECEIVED THIS FAX IN ERROR, PLEASE NOTIFY THE BENDER IMMEDIATELY 50 THAT APIRANOEMENTS MAT BE MADE FOR RETURN OF THE DOCUMENTS, THANK YOU. • 1 59 15 KATY FREEWAY, SUITE 440, HOUSTON, TEXAS 77094 PF1 1- 575- 9595 - FAX: E5 1-578-9888 From: 09/25/2003 15:23 #187 P.002 BROOKS 5 SPARKS, INC. CONSuL77NG ENGINEERING September 23, 2003 Ms. Carol Cotter, E.I.T. City of College Station 1101 Texas Avenue College Station, Texas 77842 Re: Kwik Lube and Tune, Rock Prarie Road Brooks & Sparks, Inc. Project No. 594 -0181 Dear Ms. Cotter, As a follow up to our meeting on Friday, September 18, I wanted to confirm the following design issues we discussed: 1. The Waste Department approved the location of the dumpsters and the dumpster truck route. 2. An additional 180 s.f. parking island will replace the proposed parking space on the west corner of the parking lot next to the dumpster. 3. According to the planning department, the proposed fire lane for the site will meet the City's fire code. The access road is proposed to be widened so that the proposed Kwik building will be counted no more than 150 feet from the fire lane. This solution to the fire lane issue was discussed in your meeting with Glenn McDowell of our staff. Please confirm acceptance to the Fire Department. An 8 Y2 by 11 exhibit is enclosed for your use. The existing curb along the access road adjacent to the flower shop is currently painted as a fire lane. 4. The driveway on the northeast side of the site between the property line and the proposed Kwik building will be signed as a one way route for all cars and dumpster trucks. 5. The Planning Department landscaping requirements are to be addressed in future site submittals. 6. Subject to the survey results yielding an acceptable outfall channel depth, the proposed detention facilities are approved by the Planning Department. The detention facilities are designed to limit the post development discharge rates to those that exist under current site conditions. /5915 KATY FREEWAY, SUrrr440 HOUSTON, ne 77094 281-578-9595' - FAX 215 I-578-9580 From 09/25/2003 15:23 #187 P.003 BROOKS SR4RKS, INC. CONSULnNG EWGFNtERINO If any of the items in this letter are inconsistent with your recollection or you require additional information, please feel free to contact me. Thank you for your cooperation. Sincerely, Angela K. Medley, E.I.T. Assistant Project Manager From 09/25/2003 15:23 #187 P.004 . 317 99.9 ' ,2 5 H3 , r _ r ! , -9 / - ,e, f a - .. -. ,. .. 1 f . " L ` '5 0, _., _... A, f5 ,s i - .199,00 P9 '��<, --_... _ \ N r J 3. _ „ 0 t r.4 v n r;1/ -) �. `�v 1 __ 9 7.a N ir0 y)0 0,1' { 99,5 "� .... , ,- 1 . . .,_ _. -,,, '�- / ,� . '9 j 1 ns t -X. . ! 179.70 I I _»07 I `., , ��+« f 1 Inc _c 4,47' '9879 •1 ii yy n .,J D9.71 C q . . 00.22 1 99.42 ; ! a i C,,,... 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I '0 I ' 0.9A 1 99 „' 1 00.3' t t D „, I „ r : &Lr!< / / , ....s. 100.14 I 1 1 I ' 67.01 y x I . -17.- , - - - - .991,100 I I 97 n 99.417 1 V'7.6n - -,..., -- - -- cbv �h7 j i ° 1a: 20 - 90.27 07.44 _ 90 3 °''q;.` . @0.37 + .21 07.'6 - - d er 1 6 $ S47'04'24 "W 990.96' � :. O9.J'1 00 " .. d _ ... '= '. i1.. 75.1 mac 99.4' 5 n 4 4 4 ;34 . Jp 1 SCALE: • 3 BROOKS & SPARKS, INC. 1"=30' CONSULTING ENGINEERING DATE: SHEET NO.: s, C 09/23/03 • 5 ▪ - a i 8- n N KWIK KAR LUBE & TUNE 2,x ROCK PRAIRIE ROAD N COLLEGE STATION, TX 77845 N 9 C / BROOKS el SPARKS, INC. CONSUL77NG ENGINEERING September 23, 2003 Ms. Carol Cotter, E.I.T. City of College Station 1101 Texas Avenue College Station, Texas 77842 Re: Kwik Lube and Tune, Rock Prarie Road Brooks & Sparks, Inc. Project No. 594 -0181 Dear Ms. Cotter, As a follow up to our meeting on Friday, September 18, I wanted to confirm the following design issues we discussed: 1. The Waste Department approved the location of the dumpsters and the dumpster truck route. 2. An additional 180 s.f. parking island will replace the proposed parking space on the west corner of the parking lot next to the dumpster. 3. According to the planning department, the proposed fire lane for the site will meet the City's fire code. The access road is proposed to be widened so that the proposed Kwik building will be counted no more than 150 feet from the fire lane. This solution to the fire lane issue was discussed in your meeting with Glenn McDowell of our staff. Please confirm acceptance to the Fire Department. An 8 /2 by 11 exhibit is enclosed for your use. The existing curb along the access road adjacent to the flower shop is currently painted as a fire lane. 4. The driveway on the northeast side of the site between the property line and the proposed Kwik building will be signed as a one way route for all cars and dumpster trucks. 5. The Planning Department landscaping requirements are to be addressed in future site submittals. 6. Subject to the survey results yielding an acceptable outfall channel depth, the proposed detention facilities are approved by the Planning Department. The detention facilities are designed to limit the post development discharge rates to those that exist under current site conditions. /59/5 KA7YFREEWAY, SUITE 440 HOUSTON, 7X 77094 28 1 - 578 -9595 - FAX.' 28 1 - 578 -9686 BROOKS & SPARKS, INC. CONSUL77NG ENGINEERING If any of the items in this letter are inconsistent with your recollection or you require additional information, please feel free to contact me. Thank you for your cooperation. Sincerely, 1 Angela K. Medley, E.I.T. Assistant Project Manager BROOKS & SPARKS, INC. CONSUL77NG ENGINEERING September 23, 2003 Ms. Carol Cotter, E.I.T. City of College Station 1101 Texas Avenue College Station, Texas 77842 Re: Kwik Lube and Tune, Rock Prarie Road Brooks & Sparks, Inc. Project No. 594 -0181 Dear Ms. Cotter, As a follow up to our meeting on Friday, September 18, I wanted to confirm the following design issues we discussed: 1. The Waste Department approved the location of the dumpsters and the dumpster truck route. 2. An additional 180 s.f. parking island will replace the proposed parking space on the west corner of the parking lot next to the dumpster. 3. According to the planning department, the proposed fire lane for the site will meet the City's fire code. The access road is proposed to be widened so that the proposed Kwik building will be counted no more than 150 feet from the fire lane. This solution to the fire lane issue was discussed in your meeting with Glenn McDowell of our staff. Please confirm acceptance to the Fire Department. An 8 %2 by 11 exhibit is enclosed for your use. The existing curb along the access road adjacent to the flower shop is currently painted as a fire lane. 4. The driveway on the northeast side of the site between the property line and the proposed Kwik building will be signed as a one way route for all cars and dumpster trucks. 5. The Planning Department landscaping requirements are to be addressed in future site submittals. 6. Subject to the survey results yielding an acceptable outfall channel depth, the proposed detention facilities are approved by the Planning Department. The detention facilities are designed to limit the post development discharge rates to those that exist under current site conditions. /59/5 KA7YFREEWA); SU/7E 440 HOUSTON, 7X 77094 28 1 - 578-9595 - FAX: 28 1-578-9686 BROOKS irN SPARKS, INC. CONSUL77NG ENGINEERING If any of the items in this letter are inconsistent with your recollection or you require additional information, please feel free to contact me. Thank you for your cooperation. Sincerely, Angela K. Medley, E.I.T. Assistant Project Manager BROOKS & SPARKS, INC. CONSULTING ENGINEERING FAX TRANSMISSION DATE: OCTOBER 1 , 2003 BROOKS St SPARKS J0B No 594 -0 18 I ATTENTION: CAROL COTTER, E.I.T. ORGANIZATION: CITY OF COLLEGE STATION FAX No.: 979- 764 - 3496 FROM: ANGELA MEDLEY, E.I.T. RE: KWIK LUBE AND TUNE ROCK PRAIRIE ROAD TOTAL PAGES INCLUDING THIS COVER PAGE: 2 REMARKS: ATTACHED 15 A DRAFT SITE DRAWING, INCLUDING THE FIRE INFORMATION, WITH A SCALE OF 1 :30. PLEASE LET ME KNOW IF THERE IS ANY ADDITIONAL INFORMATION 1 CAN PROVIDE. 159 15 KATY FREEWAY, SUITE 440, HOUSTON, TEXAS 77094 281-578-9595 - FAX: 28 I -578 -9686 I'd 9209 -2G' 182 2utRan..JnS q.Tag 1.sa0 e6E:60 60 TO 1.00 Oct 01 03 09:40a •West Belt Surveying 281 492-6026 p . 2 . -- 69 -s<5;•5 5: 95 i ; X 5,-- .1, -= TIVOS , 1 1 ..•- ! - ,"------- ? : ' ■ ! 1 • -.''' '- ..., , 96 I, M„17Z,170.L.7S 2 • - - ''; 1 ,•14.!#,'; . . 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CONSUL77NG ENGINEERING November 10, 2003 Ms. Bridgette George Assistant Development Manager City of College Station 1101 Texas Avenue South College Station, Texas 77842 Re: Kwik Kar Lube & Tune Rock Prairie Road Brooks & Sparks Project No. 594 -0181 Dear Ms. George: Thank you for your review of the above mentioned project site plan. We have reviewed your comments and address them as follows: PLAN G 1.. A new set of site plans with the information clearly presented is being submitted with this response to distinguish between existing and proposed construction. See attached plans. 2 To comply with the City's parking requirem n , additional parking spaces have been added. A total of 41 spaces is required and 4 have been provided on the site. See the attached site plans for their locations. f Both dumpsters will be screened with a minimum / 6 foot ooden fence. Front gates have i n„ also been added to both dumpsters. ( k `1,L- / The required building setbacks have been added to the site plans. /X Width dimensions for all driveway and rive aisles have ben added to the Dimensional Layout and Landscaping Plan. 00 v A` 6. 2 The parking lot areas around the curbs to be removed will be refinished to the desired grade. The existing curbs that are to remain will connect to the proposed curbs or be finished on the ends. See the Grading Plan for clarification. The approved concrete curb detail has been added to the Miscellaneous Details sheet. The pavement detail on the Miscellaneous Details sheet has een adjusted to show the required #4 bars at 8" o.c. It has been verified that all exist ig pavement /curbs meet the City's standards. ' cr, 1 1- „ .�..�. 159/5 KATY FREEWAY, SU!TE440 HOUSTON, 7X 77094 28 1-5 78-9595 - FAX 281- 578-9686 BROOKS ■ SPARKS, INC. CONSUL NG ENGINEERING . The parking spaces in front of the floral building have been adjusted with the striping adjacent to the ramp rather than a parking space, which eliminates the need for a curb stop. See the site plans for details. td. A total of 39 parking spaces are to be 9' by 20'. Three spaces on the western corner of the existing floral building will be 9' by 18'. The spaces measuring 9' by 18' are noted on the site plans. 14 The 17' drive aisle has been noted as one -way on the site plans. IX A general note regarding the screening of all roof and ground- mounted mechanical equipment has been added to the Water and Sanitary Sewer Plan. All transformers and utility connection points have een screened as sh w on the Dimensional Layout and Landscaping Plan. 1.,(0 � Nair, , +- 117 The existing fire hydrant has been noted on the site plans. LAND SCAPING /STREETSCAPINGBUFFER f 1>5. The live oaks have been relocated to be at least 30' from the street curb on the Dimensional Layout and Landscaping Plan. The legend on the Dimensional Layout and Landscaping Plan has been revised to reflect i the correct amount of proposed shrubs. V. The phrase "single trunk" has been added after "1.25" caliper and larger" in the landscape legend on the Dimensional Layout and Landscaping Plan . ENGINEERING 1. The approved concrete curb detail has been added to the Miscellaneous Details sheet. 2. The concrete pavement will be 6" thick in all areas. This has been noted on the Miscellaneous Detail sheet. 3. The pavement detail on the Miscellaneous Details sheet has been adjusted to show the required #4 bars at 18" o.c. 4. The water, sewer, and irrigation demands have all been adjusted from gallons per day to gallons per minute on the Water and Sanitary Sewer Plan. The proposed water meter has BROOKS SPARKS, INC. CONSUL77NG ENGINEERING been changed from a 1" to a 3/4" meter on the Water and Sanitary Sewer Plan. 5. The location of the water meter has been noted on the Water and Sanitary Sewer Plan. We were unable to locate the exact location of the irrigation meter, thus it shall be field verified. 6. Additional flow lines for all storm pipes at the grate inlets have been added to the Storm Sewer Plan. 7. The flow line of the 48" HDPE storage pipe has been adjusted on the Storm Sewer Plan so that it will drain into the detention pond. 8. The Outfall Ditch Plan and Profile illustrates the proposed outfall ditch within the existing easement. Our data shows no conflicts with any existing utilities within the easement. The proposed outfall ditch continues to get shallower as it flows towards the catch basin and meets the natural ground at approximately 800 feet from the outfall. 9. The City's approved Standard Detail for drop manhole construction has been added to the Miscellaneous Details sheet. 10. The first sentence of the water line connection note has been revised on the Water and Sanitary Sewer Plan to explain the water line connection. 11. We are aware that the subject site is within Sewer Impact Fee Service Area 92 -01 and impact fees will be required at the time of the building permit. 12. Erosion control in the form of a straw bale fence has been added inside the detention pond at the outlet and in the proposed ditch at the front of the site. See the Storm Water Pollution Prevention Plan. 13. Additional top of curb and top of pavement elevations have been included on the Grading Plan. 14. The slope of the detention basin walls has been added to the Grading Plan. 15. The Drainage Report has been updated using the City of College Station's Drainage Policy and Design Standards for determining the post development runoff coefficient. Using the City's criteria, the coefficient became larger yielding additional required storage volume. A proposed ditch has been added along the frontage of the site to provide additional detention. See the site plans for more details on the proposed ditch. BROOKS 5 SPARKS, INC. CONSUL77NG ENGINEERING If you should have any questions regarding this response or require additional information, please feel free to contact our office at (281) 578 -9595. Thank you again for your review. Sincerely, i 06' Angela K. Medley, E.I.T. Assistant Project Manager From 12/16/2003 10:22 #083 P.001 BROOKS c5 SPARKS, INC. CONSULTING ENGINEERING FAX TRANSMISSION DATE: DECEMBER 16, 2003 BROOKS & SPARKS Joe No. 504-018 I ATTENTION; %JENNIFER PROCHAZKA ORGANIZATION: CITY OF COLLEGE STATION FAx No.: 079 -764 -3496 FROM: ANGELA K. MEDLEY, E.I.T. IRK; KWIK KAR LOBE & TUNE TOTAL PAGES INCLUDING THIS COVER PAGE: 2 REMARKS: ATTACHED IS A SIGNED AND SEALED COPY OF THE CLARIFICATION SKETCH I FAXED YESTERDAY. THIS SKETCH SHOULD BE INCLUDED AS A REVISION TO THE PREVIOUSLY SUBMITTED PLANS. IF YOU HAVE ANY ADDITIONAL COMMENTS OR QUESTIONS, PLEASE FEEL FREE TO CONTACT MYSELF OR SEAN ROONEY. 15915 KATY FREEWAY, SUITE 440, HOUSTON, TEXAS 77094 251-575-9595 - FAX: 28 I - 578 -9686 t From: 12/16/2003 10:22 #083 P.002 . .,.., J :1 ' •i!:(-Al .. .,._ ....''''''' Ar i \ ' t.■'. . - 1. INF I (,',‘:( i i rA • • '7' E (" c; : r7 ->-. r Gr■A!..;'."; - i YU R A!`i 7 TBM '■.i ., . . .. x T WA i LP' L i r 1 I .. r Ti ( EA 1 i ■ , -._.....,.—a-- 19,:55 4 9c \ j . 49 22 1 / ...a.m.._ .. --. —"--‘' 96.7 ':i ..... .. -- ._..,,....-... 7..._..._ .."''w."6"'gr'' ■ I • .-iii :\7,.... „.. ..... ' 99, 1 1 vAN o-. • Ali TC 100.051 TCI1 00.001 98.5 :g.o7P 99.55 TPI99.50 Lr) tr) . '4.1 CD \ T 98.88 7 -til- ___./E1 -..— (S 6.; \ A [.. A I P N :: , R A i o v A A :,..;; m C ki: 1 .S AN , 51, 10 . P I VA . rF _ 1 1 rag8,88 L. 0 2.y .LOCK LoCK 2 $ ED:I'M': .:617,■..: SI NESS CF:. t LA 1 1 ,,,,. B. C..'■ ' VOL. .35,5. 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SCALE: CLARIFICATION 2 g I.. 4 %Nowa:Mu .. INC. 1 " SKETCH 1 = 20' i.) 6 ■•••;-' to a.poseepti AceA Pi " OF .4 BROOKS & SPARKS, DATE: SHEET NO.: it ilw421.° D ° 1 CONSULTING ENGINEERING cr,s 6 1 re '' .,;$..'' e% 12/15/03 03 4 •ott a . i*"'.., ° '' F '50 p..pollootio OOOOO 00 00409 , DONALn..I. PRIMOSIC El 3 I 4. SOO-. ,•4" 2 0 w ,I z " l' - • . 4. e 84 R O E ROCK 41_,IA L U R B I E 0., . E STATION KWIKKA COLLEG 1 TION TX 77845 .q. ., From: 12/17/2003 14:35 4093 P.002 If V ir 4Cwik :KCer, KvdFk .Kar. .Kwik OIL a LUBE CUBE 8 TUNE Kar Waft, IS MM. OIL GI MBE 15 OHL OM. CHANGE SALES -'MICE INDUSraIES, INC. Fin" dation ruul conemucnon eupugh sroo and suing. December 17, 2003 RE: Kwik Ker Lube & Tune • 112 Rock Prairie Road College Station, Texas City of College Station Building Inspections Department College Station, Texas To Whom It May Concern: The building at the above referenced location is constructed with the following materials: A The roof system is 24 gauge metal roof decking on 14 gauge cee purtins and W16x26 I- beams. The roof is held up by 4x4 and 3x3 tubular steel poles. B. The exterior walla are 2x tram 14" gyp board on the exterior and 5/8" sheetrock on th ' te The exterior facade is br C. The interior walls are 2x wo s soon center with 5/8" sheetrock on both sides. D. The ceilings In the office areas are 518" sheetrock. The floors for the lower level are concrete with a floor covering (i.e. tile, carpet). The mezzanine floor is 2x12 joists co 16" on center with ' /," tongue and groove plywood and carpet. E. The basement and bay areas are concrete. Please reference the building plans for details. If you have any questions, please call me at (972) 458.9765 Extension 122. Respectful y, I lir r D -r a D ign Director Kwik Industries, Inc. 4726 N811 Flood Dallas Texas 75244 212. 458 -27el 1.100- 442 -3368 • FAX 972 - 458•0048 Z/Z abed •fdLZ :ZI. EO- L1.-090 !Z1.69 99E ZL6 :'oul 'seT4.snpuI MTMN :Ag 4.usg Fnom: 12/17/2003 14:35 #093 P.001 BROOKS & SPARKS, INC. CO N9uLTINC3 ENGINEERING FAX TRANSMISSION DATE: DECEMBER 1 7, 2003 PROJECT NO: 59 4-0 1 81 ATTENTION: JENNIFER PR❑CHAZKA FROM: MIKE KLENKE FAX ND.: 979-754 - 3496 RE: KWIK KAR LUBE & TUNE TOTAL PAGES INCLUDING THIS COVER PAGE: 2 LIST OF BUILDING MATERIALS AS REQUESTED. THANKS CONFIDENTIAL NOTICE THE INFORMATION IN THIS FAX MESSAGE IS PRIVILEGED AND CONFIDENTIAL. 1T 15 INTENDED ONLY FD THE USE CIF THE INDIVIDUAL NAMED AND OTHERS WHO HAVE SEEN SPECIFICALLY AUTHORIZED TO RECEIVE IT. IF THE PERSON RECEIVING THIS 15 NOT THE INTENDED RECIPIENT, YOU ARE HERESY NOTIFIED THAT ANY DISCLOSURE, DISTRIBUTION OR COPYING or THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS FAX IN ERROR, PLEASE NOTIFY THE SENDER IMMEDIATELY SD THAT ARRANGEMENTS MAY BE MADE FOR RETURN OF THE DOCUMENTS. THANK You. 1 591 5 KATY FREEWAY, SUITE 440, HOUSTON, TEXAa 77E194 281 - 57B-9595 - FAX: 281 -576 -9665