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Home My WebLink About21 Development Permit 570 ProdiGene\ . \ DRAINAGE REPORT FOR PRODIGENE BUILDING BUSINESS CENTER AT COLLEGE STATION COLLEGE STATION, BRAZOS COUNTY, TEXAS Submitted By: Michael G. Hester, P.E. Hester Engineering company 7607 Eastmark Drive, Suite 253-B College station, TX 77840 ph:409.693.11 oo fx:409.693.1075 email: hec2ooo@aol.com CERTIFICATION I hereby certify that this report and accompanying drainage plan for the drainage design was prepared by me in accordance with the provisions of the Cities Drainage Policy and Design Standards for the owners thereof. PRODIGENE BUILDING -CERTIFICATION INTRODUCTION: DRAINAGE ANALYSIS PRODIGENE BUILDING BUSINESS CENTER AT COLLEGE STATION COLLEGE STATION, TX AUGUST, 1998 The proposed development is located along the east side of Highway No. 6 south of Greens Prairie Road. The legal description is The Business Center at College Station, Lot 3, Block 3 and is 9. 35 acres in size. The proposed improvements include a 63000 square foot building, parking lot and the associated infrastructure. The drainage area consists of grassland with numerous large oak trees. The terrain slopes in a southerly direction toward Stream AC-1 with an average grade of about 2.0%. The latest Flood Insurance Rate Maps (48041C0205 C) shows that a portion of the tract is in the regulatory 100-year flood plain. The site is zoned commercial and is being developed by C. F. Jordon, Mr. Teddy Peinado, 1509 Emerald Parkway, Suite 105, College Station, TX 77845, ph: (409)696-0500 EXISTING DRAINAGE BASIN DESCRIPTION: The site discharges into Stream AC-1 which is located in the Alum Creek Basin, Drainage Basin No. 10, Regulatory Channel Reach No. I which is a primary channel. The 100 year peak discharge is approsimately 1350 cubic feet per second (cfs) per the FEMA FIS Study, page 15. The site drains in a northeast direction toward Stream AC-1. PROPOSED DRAINAGE: The grading design will route storm runoff across the site via driveways and parking areas and discharge it into Stream AC- 1. Outfall structures have been designed to disipate the energy generated by the storm water and outfall ditches have been designed to assure acceptable velocities. Predevelopment and postdevelopment conditions were calculated to determine the additional runoff generated. The ultimate development of the site will generate a QlOO of 70. 33 cfs but will only contribute an additional 37. 64 cfs because 32.69 cfs is being released from the site under existing conditions. Future proposed development downstream from the site will be required to design all storm system facilities to accept this additional runoff, therefore detention is not required nor planned for the site. Storm runoff calculations for pre and post- development conditions and an analysis of the outfall ditches and the front driveway have been included for review. CONCLUSION: This project is in compliance with the City's Stormwater Design Standards. PRODIGENE BUILDING -DRAINAGE ANALYSIS-PAGE 1OF1 PAGES z 11-----< 0 f-- (.'.) z PROD I at:: NC: JPIROID TIGJENIE OIFJFTICCJE IBUTIJLJDTING C OL.~i;ar:: 51 A11 0 N, BRAZ OS COUNIY, lfXA5 PRE:PARfD BY: Michael a. He;;ter, PE. Hf:51E:R f:NulNE:fRINa COMP ANY 1601 fA5fMARK DRIVf, 5Ullf 2?5-B COL.L.fuf 5f A110N, fX 77840 ( 409) 695-1100 fr:( 409) 695-107? email: hec2000@aol.com DRAINAGE MAPS PRODIGENE BUILDING -BUSINESS CENTER AT COLLEGE STATION ( 01 0 ~ 944 612 ~ 0 ~14 1{] 298 0~14 298 ~ ~ 8 ?742 201240 5.f. PReP~I? l?Y: Michael u, He5'1:.er. P .e 9.?6 fOIAJ... ACRE:5 -407.722 5f. 2~4.8?1 5.f. IMl'ERV10U5 -172.871 5.f . f'E:RV10U5 f-f 51eR eNulNeeRINu COMP N-JY 1601 t;A51MARK l?RIVe. 5Ulle 2?:?-1? cat..ec;;e 51A110N. -rx 77840 ph:409.69:?.ll OO fx.: 409.69:?.107? 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'IV su r ~~~" ~ .. ~o..:..:,c roa l'OSn., 'IQ NZ TWll" n..c -~ -o ~"' lllCIMooc.: -!11\..0H111C w..1--..-.:cnD roll ~ -~ ~ ""'° tCALnn _.-.. --·--_..._ ----.... -.--.-. ~-..cc --·~-ru..cOJ'lnc~---c ·~· lflltD<CT'COn..l'n<C'~-Sl'OMl..rl:•~lllll.L OOCUI ,_""" llTI: Do..tlll"° nc ~ -· --tul,..,..,.Ul.IM!~ (·.-.~·.~ _...«-_ ... __.. --~ .. ,, __ SEDIMENT CONTROL POLLUTION PREVENTION CERTIFICATION STORM WATER POLLUTION PREVENTION PLAN JPRODliGENJE omrn JB1I.JJIILDJING Cct.L-ea 5fA110N. BRAZ05 COUNrY, feXA5 .ALJCil.J5f, 1998 l'la:P ml/ f'Y: Midiad u. He~. Pt. J-t;5n:R E:NUINE:E:RINU COW'l#f 7607 E:A5f~ l/RIVl':, 5Ufe 2~,1' cct.L-ea 5fA110N. rx 17EYrO ( -'t09) 69~HIOO fl:(-'t09) 69~H07~ "1Mli : l-ec2000aa:il.C<llll PREDEVELOPMENT CONDITIONS PRODIGENE BUILDING -BUSINESS CENTER AT COLLEGE STATION Quick TR-55 Ver .5.44 Executed: 09:39:22 S/N:1315430080 08-31-1998 PRODIGENE BUILDING PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr . PERVIOUS Runoff 'C' 0.300 Area acres 9.36 Tc (min) Wtd. IC' 10.00 0 .300 RETURN FREQUENCY = 5 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.300 7.690 Total acres 9 .36 Peak Q (cf s) 21.59 Quick TR-55 Ver.5.44 Executed: 09:39:22 S/N:1315430080 08-31-1998 PRODIGENE BUILDING PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. PERVIOUS Runoff IC I 0.300 Area acres 9.36 Tc (min) Wtd. I c I 10.00 0.300 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.300 8.630 Total acres 9.36 Peak Q (cfs) 24.23 Quick TR-55 Ver.5.44 Executed: 09:39:22 S/N:l315430080 08-31-1998 PRODIGENE BUILDING PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, !=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. PERVIOUS Runoff 'C' 0.300 Area acres 9.36 Tc (min) Wtd. IC' 10.00 0.300 RETURN FREQUENCY = 25 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.300 9.860 Total acres 9.36 Peak Q (cfs) 27.69 Quick TR-55 Ver.5.44 Executed: 09:39:22 S/N:l315430080 08-31-1998 PRODIGENE BUILDING PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, !=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. PERVIOUS Runoff I c I 0.300 Area acres 9.36 Tc (min) Wtd. 'C' 10.00 0.300 RETURN FREQUENCY = 50 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.300 10.860 Total acres 9.36 Peak Q (cf s) 30.49 Quick TR -55 Ver.5.44 Executed: 09:39:22 S/N:1315430080 08-31-1998 PRODIGENE BUILDING PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where : Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. PERVIOUS Runoff 'C' 0.300 Area acres 9.36 Tc (min) Wtd. IC' 10 .00 0 .300 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.300 11.640 Total acres 9.36 Peak Q (cfs) 32 .69 POSTDEVELOPMENT CONDITIONS PRODIGENE BUILDING· BUSINESS CENTER AT COLLEGE STATION Quick TR-55 Ver.5.44 Executed: 09:41:28 S/N:l315430080 08-31-1998 PRODIGENE BUILDING POST DEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 3.97 5.39 Tc (min) Wtd. IC I 10.00 0.646 RETURN FREQUENCY = 5 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.646 7.690 Total acres 9.36 Peak Q (cf s) 46.46 Quick TR-55 Ver.5.44 Executed: 09:41:28 S/N:1315430080 08-31-1998 PRODIGENE BUILDING POST DEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff I c I PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 3.97 5.39 Tc (min) Wtd. IC' 10.00 0.646 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.646 8.630 Total acres 9.36 Peak Q (cf s) 52.14 Quick TR-55 Ver.5.44 Executed: 09:41:28 S/N:l315430080 08-31-1998 PRODIGENE BUILDING POST DEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' PERVIOUS 0.300 IMPERVIOU S 0.900 Area acres 3.97 5.39 Tc (min) Wtd. 'C' 10.00 0.646 RETURN FREQUENCY = 25 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.646 9 .860 Total acres 9 .36 Peak Q (cfs) 59.57 Quick TR-55 Ver.5.44 Executed: 09:41:28 S/N:l315430080 08-31-1998 PRODIGENE BUILDING POST DEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 3.97 5.39 Tc (min) Wtd. IC' 10.00 0.646 RETURN FREQUENCY = 50 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.646 10.860 Total acres 9.36 Peak Q (cfs) 65.62 Quick TR-55 Ver.5.44 Executed: 09:41:28 S/N:l315430080 08-31-1998 PRODIGENE BUILDING POST DEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, !=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 3.97 5.39 Tc (min) Wtd. 'C' 10.00 0.646 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.646 11.640 Total acres 9.36 Peak Q (cf s) 70.33 OUTFALL DITCH PRODIGENE BUILDING -BUSINESS CENTER AT COLLEGE STATION OUTFALL DITCH Rating Table for Triangular Channel Project Description Project File c:\haestad\fmw\prodgene.fm2 Worksheet V-CHANNEL Flow Element Triangular Channel Method Manning's Formula ~~, Solve For Channel Depth G( l()(!'.) :;_ c., LCL- Constant Data ~to:? ~ l \I b * ~-'&. ~ 2.4 .4CF-S Mannings Coefficient Channel Slope Left Side Slope Right Side Slope 0.045 1.0500 % 6 .000000 H : V 6 .000000 H: V V5~z . Q..Loo=--G~ ;:: o.'1 ~ [\ .~ ~ L(~-=-4.7. CF-5 Input Data Discharge Rating Table 10/05/98 01 :37 :10 PM Discharge (cfs) 0 .00 2 .00 4.00 6 .00 8 .00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30 .00 32 .00 34 .00 36.00 38.00 40.00 42.00 44.00 Minimum 0.00 Depth (ft) N/A 0.50 0.65 0 .76 0.84 0 .92 0.98 1.04 1.09 1.14 1.19 1.23 1.27 1.31 1.35 1.38 1.42 1.45 1.48 1.51 1.54 1.57 1.59 Maximum 45.00 Velocity (ft/s) 0 .00 1.33 1.58 1.75 1.88 1.99 2 .08 2 .17 2.24 2.31 2.37 2 .42 Increment 2.00 cfs °'lOO 2 .48 ~ 2 .53 6Ztoo ~ DS-:FL I 2 .58 2.62 2 .66 2 .70 2 .74 2 .78 2 .82 2 .85 ~ C.,Z1..oo ~ 'D.S-±±-2 2 .88 Haestad Methods , Inc . 37 Brookside Road Waterbury , CT 06708 (203) 755-1666 FlowMaster v5 .13 Page 1 of 2 FRONT DRIVEWAY PRODIGENE BUILDING· BUSINESS CENTER AT COLLEGE STATION FRONT DRIVE -WATER SURFACE ANALYSIS Worksheet for Irregular Channel Project Description Project File c :\haestad\fmw\prodgene.fm2 Worksheet FRONT DRIVE Flow Element Irregular Channel Method Manning's Formula Solve For Water Elevation Input Data channel slope o.005000 Mt Elevation range: 0.00 ft to 1.00 ft . Station (ft) Elevation (ft) 0.00 1.00 0 .00 0 .50 20 .00 0.00 43.oo ·o.oo 63 .00 0.20 63.00 0.70 Start Station 0 .00 Discharge 23 .30 cf s Results Wtd. Mannings Coefficient Water Surface Elevation Flow Area 0.013 0 .23 ft 9.20 ft 2 End Station 63 .00 ~\ID t: c LC\_ Roughness 0 .013 O.Cf g _{;'-; ~.o -= .rz~ .. ~ CFS Wetted Perimeter Top Width Height 52.43 ft 52.39 ft 0.23 ft 1 MA..A1C. OJ s ~ 0' 'Z1. Critical Depth Critical Slope Velocity Velocity Head Specific Energy 0.24 ft 0.004347 ft/ft 2.53 ft/s 0.10 ft 0.33 ft ~-~_77 l <;.' ~"' .!? •,:; Froude Number 1.07 Flow is supercritical. 08131198 10 :09 :34 AM Haestad Methods , Inc. 37 Brookside Road Waterb ury, CT 06708 (203) 755-1666 FlowMaster v5 .13 Page 1 of 1 08 /31/98 DEPTH OF WATER -FRONT DRIVE Rating Table fo r Irregular Channel Project Description Project Fil e c:\haestad\fmw\prodgene . fm2 Works heet FRONT DRIVE Flow Element Irregular Channel Method Manning's Formula Solve Fo r Water Elevat ion Constant Data channel slope 0.005000 tuft Input Data M i nimum Maximum Increment Discha rge 0.00 25 .00 o.50 cfs ~atlng T a51e Wate r Surface Dis charge Wtd . Mannings Elevation Velocity (cfs) Coefficient (ft) (fVs) 0 .00 0 .013 N/A 0 .00 0 .50 0 .013 0 .03 0 .71 1.00 0 .0 13 0 .04 0.9 1 1.50 0 .013 0 .05 1.05 2.00 0 .013 0 .06 1.1 6 2 .50 0 .013 0 .07 1.25 3 .00 0 .013 0 .08 1.33 3.50 0 .013 0 .09 1.39 4 .00 0 .013 0 .09 1.45 4 .50 0 .0 13 0 .10 1.51 5 .00 0 .013 0 .11 1.56 5.50 0 .0 13 0 .11 1.61 6 .00 0 .013 '" 0 .12 1.65 6 .50 0 .0 13 0 .12 1.69 7.00 0 .01 3 0 .13 1.73 7.50 0 .013 0 .13 1.77 8 .00 0 .0 13 0.14 1.80 8.5 0 0 .0 13 0 .14 1.84 9.00 0.013 0 .15 1.87 9.50 0 .0 13 0 .15 1.90 10 .00 0 .01 3 0 .15 1.93 10.50 0 .0 13 0 .16 1.96 11.00 0 .01 3 0 .16 1.98 11.50 0 .013 0 .17 2.0 1 12 .00 0 .0 13 0 .17 2.03 12 .50 0 .0 13 0 .17 2.06 10 :10 :08 AM Haestad Me thods , Inc . 37 Brookside Road Waterbury , CT 06708 (203) 755-1666 FlowMaster v 5.13 Page 1 of 2 Rating Table 08 /31 /98 10 :10 :08 AM D ischarge (cfs) 13.00 13.50 14 .00 14.50 15.00 15.50 16.00 16.50 17.00 17 .50 18.00 18 .50 19 .00 19.50 20.00 20.50 21 .00 2 1.50 22 .00 22 .50 23 .00 23 .50 24.00 24 .50 25 .00 DEPTH OF WATER -FRONT DRIVE Rating Table for Irregular Channel Water Surface Wtd . Mannings Elevation Velocity Coefficient (ft) (ft/s) 0 .013 0 .18 2 .08 0 .013 0 .18 2 .11 0 .013 0 .18 2 .13 0.013 0 .19 2.15 0 .013 0 .19 2.17 0 .013 0 .19 2 .19 0 .013 0.20 2 .21 0.013 0 .20 2 .23 0 .013 0 .20 2 .26 0 .013 0 .21 2 .28 0 .013 0 .21 2 .30 0 .013 0 .21 2.33 0 .013 0 .21 2 .35 0.013 0 .22 2 .37 0 .013 0 .22 2.40 0 .013 0 .22 2 .42 0 .013 0 .22 2 .44 0 .013 0 .23 2.46 0 .013 0 .23 2.48 0 .013 0.23 2 .50 0 .013 0 .23 2 .52 0 .013 0.24 2 .54 0 .013 0 .24 2 .56 0 .013 0 .24 2 .58 0 .013 0 .24 2 .60 Haestad Metho ds , Inc . 37 Bro okside Road Waterbury , CT 06 708 (203) 755-1666 FlowMaster v5.13 Page 2 of 2 PREAPPLICATION CONFERENCE The purpose of a preapplication conference is to meet the City staff that will be involved with your development and identify general issu es that need further analysis. Along with the '· ~ussion of these major issues, staff will talk about the development process, distribute necessary ieformation and discuss what permits will be required for your particular development. This meeting is in no way a complete review of your project. Staff will perform a formal thorough review once the minimum requirem ents are submitted for y our particular development. Date of Meeting: t5//J Time: l I~D"D~ Deadline for submittal (Mond ay. 10am1: __ Applicant: @be& f?A,yf1l Phone Number: l£>a lJ •7Ql~ Property Owner: __________ _ Phone Number: -------- PAfi~ct Location/Legal description (including# of acres): O rrad , gt .ttb {,X1pti n St tlY1 t kl +fJl l ~ B tA.S 1 htS5 ~11 v1z.._ . Propo al (type of development-retail, apts, single family, restaurant, etc.): __ ~ . . \ .. ' I V7ll. I ~-+-------- 1 '7, ~13 ~ft. _'-..J ___ _ City, Staff Present: ff Bridgette George D Joey Dunn D Steve Smith D Molly Hitchcock D Lance Simms D Jerry Duffey g-j ennifer Prochazka IQ--Carol Cotter D Eric Dotson D Jennifer Reeves D Josh Norton D Sam Weido -----~D.l--4-Tr~e~'~,F~1~e~tc~h*e~r-------=DhP~u~ai~nHG~1ft·9~9~s------t.D;;t-tttGilliertMartinez D Lindsay Boyer D Ken Fogle D Brent Read D Crissy Hartl D ---~~----D Weldon Davis O -en ~U 8Jl Issues to contact applicant back on: ----------------- Existing Land use/Zoning: __ _..W...........__-__ J.__ __ Proposed: ______ _ Special zoning district information: Subdivision/Platting:---------------------- T-Fare Plan/Street: ---------------------- Driveway Access: ______________________ _ Fire Flows: -------------------------- Site Plan Issues: NRA Standards: /\/iJf //1 'oL ftjWf. ~°$1 .'l ,= j f ~ ~ (~ ()OO s.g. ff.· ~ ~ I j Landscaping: ______________________ ~ Streetscaping: ----------------------- Dumpster:___,...-------.-..-------..---------,..---~ Electrtcal: ~Ind ~ 9-fJJJ Ola:& P6RP Iii /nfW +Mdf rrrw Fire Lanes: LJ ------------------------ Fire Hydrant: Signs: _________________________ _ Screening/Buffering: Easements: ------------------------ 0th er: -------------------------- Parkland/Greenways Dedication: ----------------- Parks Board Consideration: ------------------- Misc.: __________________________ _ Dr~~;~s: ilfrt::;;x •t-i #~. A£ dMifn ahrJ , Utility Issues: _________________________ _ Water Availability /Capacity: __________ ____,,,,.....,,....-------.f-'--- Sanitary Sewer Availability/Capacity: itm{J O{:!; h l""flNA-. 11>~1.3 ~9JL.ul 'f" I Impact Fees:~--------------------------~ Permits required for this development: Building Permit Development Permit Conditional Use Permit TxDOT Utility Permit for work in State ROW TxDOT Driveway Permit for work in State ROW Special Review required by: ZBA City Council Planning and Zoning Commission Information Provided: Unified Development Ordinance Subdivision Regulations Northgate Design Guidelines Development Resource Gmde Guide to Building & Development Drainage Policy & Design Standards Specifications for Street Construction Water & Sewer Specifications Manual Driveway Access Location & Design Policy Design Review Board Parks and Recreation Board CS Business Center Covenants & Restrictions Fire Department Construction & Development Guide CS Building Regulations (Local Amendments to the Building Code) VICINITY MAP l SITE PLAN lOT 3-R&lOT 4 -R, BlOCK 3 THE BUSINESS C£NT£R AT COLLEGE STATION. PH45£ ONE REPLA T 9 358 ACRES '\..cl'lC,,p( OHO~-..__ IOK ~H{C Ufelll KJ'..,U[ CO'loell •OllAOMC""'°Cl'-..Q: l'\.,_SIOlf ""''1(1) """'" ....... !{ t<M:ll ·u•-.o l~J\-•ICll'Cl •ll'ICHOl••,..!O. u:• S II' !?OtJ£R !SON SURV(t'. A-.102 COl..lCC£ STATION, Bl'i,.?OS CO/.llVTY. T£rAS DEVELOPER KOVAK & CO 1713 BROAOMOOR, SUITE 208 BRYAN. TX 77802 979-77 4-5522 LOT'4-R, BLOCK3 •3S!ACRES : •·~-,. -·-·~· '-•• I ~•-,. --· ·~· --~-------------~-----.':'t"f;.~-'~------1-----------. --:. ------ I ... 1· : I I I STATE HIGHWAY No. 6 ROW Wl[)lt< VAlll('i 1 o• I I I 0... 1°:: 11 o• I ~ I ·-: !I I -~ ~=F~i NORTH 40" SCALE ISSUE OAT( Md,U~o i5RAWN-l!Y ____ _ CHf"6,£:D-BY __ _ REVISION "'----~---- w CJ) c:x: I Cl.. cj z 0 __J :J CD >-~ g 0 z I 0 w f- ~ -~ w !;;: ~ I I I I I I ------!±=~~~~~~~--------, I I I I .. 0 •, ' I ··-oti · ,.·-i · .,._"-,._~-I ,,· . .z·-~·•·•f--..1~-------- I II II I I I I I I •. I r.:::=rl---;;;;;;;;;;;;;;;;l;;;fl!:=::=:::t -1''1-----_____J .. _' -_l _ ------ I I I I I I :·-·oi ·''·o· "-o·--•-c ·-~1 -o"-r-t -o}--1 -o·-.. _,,. I ~····-o· 1 ···-o---,·-o·- ,.__,·-o·-..-•·-o·r -r -o·-··-·1-I I I I I I I I I I I ~ .... -.... ·:rir·-·1 1 __ -1:.:_:_,_,-,,·-·;i-·--·-.-.. 1- I J I I I I I I I : I I ~ I I I I ,____ I I I I I I ----;i .. -.• -.. --·-:rir· _,->---1-';:.:,:,.,, __ ,~,-· ·-·J· l I I I I I I I I I I - I I I I I I ! I I I I I ! I I I I I I I I I ~ I I §! I I m I i I I I I I I I I I ! l I I I I m I jJ !; ~ 3 - I I I I I l I II ~!!!!~!!! !I i !!! 111111111111 l I I F3i ;;=9 1 I I I I I '!!Tiiii W F9 IF :=:'i'l I I I I I I I I I I I I I I I I .,_ " ~ I ~ \\ \~ )I I i ii I .. '" ~ V---i ~ I I i ) I I ii I I I ii ~ I I I I I I I I I - I I I I I I ~ I I I I I I I I I I I I ~ R.L. PAYNE & ASSOCIATES Jr JDRDHD ~ /17/0( SOP for PAC Meeting ~Platted Property ~Zoning/Land Use -Existing and Proposed o Drainage Report A/v.,-D,.-i...~ -1.J"'- o Fire Flow Report o Label Fire Lane o Hydrant Location o Bldg Type , Square Feet, Sprinkled o Water/Sewer Demands o Storm Sewer -Junction Bo xes o Water Service -Size, Material o Sewer Service -Size, Material , Slope o Meters (Domestic and Irrigation) -Size, Location, w/ in Easement o Label Existing Easement o Label Existing Mains ~horoughfares o Easement Abandonment c.,;;Y TxDOT Permits -Access , Utility ~Utility Master Plan o Impact Fee A/.v,.,,. (tt'*-._ Sev< ;. 'f 1 . 3 i / 1..,1.,11.1; [P&DS conference room -PAC -Prodigene ex pansion in the CS Business Park From: To: Date: Time: Subject: Place: Bridgette George Bridgette George; Preapplication Conference Group Wed , May 17 , 2006 1 :00 PM -2 :00 PM PAC -Prodigene expansion in the CS Business Park P&DS Conference Robert Payne (696 .7272) would like to meet to discuss a possible addition to this existing building. Page 1 I ~ ll'-fJ" n· o· Ji _,. 21·-o· -·· m ~ m r ~ 0 z ,~,·-·---.--.. -·-rr·-·-1 ,,_j_~,·-·-1~~·-·-·-·J- I I I I I I I I I ' I I I I I I I I I I ' I I I I I I I 991 ~ F9f ~9- ' I I I I I I I I I I I I I ,_,....__,--G·-..__, -o·~r-o·-• -•l:" ~11-0· u·-o·-H-o· Ll en 0 c 1 m fii ~ 0 z ~-" -··-------;---" -·-y;r· -·-1 ....-1 -o·-.--0·-o·rr-1·-o· • -•J· I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I a LJ_ll __ -j ,__ ,_,_,_~,_,-LL,_,.~ J ~11·-o· ••-o· 1-0· v.i ~ ~ .. -.---.------.. -·--·-·-1 -, ~r-o·i··-o·jr-o·-•'-•J· m l'-t---+---~--+---+----i~---i r ~ 0 H--1---1---~~~--I z 0 1 >-1--~1--~~~-4--I ~ l-'---'--+----i----1---1 r l\) ~ --i m ~ 0 z ~-.. -·-r:=s: .. -·-y;r·-·-1 U~1·-o·i•-o r-o· •-•J· I~- '-'------ ,__ ~- I ·rr- I I T I I I fffl ~ Fc§5f ~St- I I I I I I I I I I I I .______ I I I I I I I I I I I .,_._,_,-__L_,_,-~ ,__,_,-~ ~11·-o· ,.·.o· 1-0·- ()l z 0 :i :i: 1---" z 0 1 m r ~ 0 z r-:;:;;r-'"-·---.--.. -·-y;r· -··1 ....-1·-o·--.,---0 -o·~r-o· •·•J· I I I I I I I I I I I - I I I I I I I I ~ I I I I I I I I I I I LL a: ---- [C I '>= I = V : II ll --_I LJ_ ,__ L ;:-~~:·:.~•--o·r--..__:-~~~-~- •-o·- , .. LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLE6-E STATION, TEXAS Dear Sir: DATE:-.::3=;-~-==--(J-411'---'f_1 __ _ /I The purpose of our letter is to request 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 hereby void the letter of guarantee for the listed improvements on the above reference project. .-.- The one year warranty is herby affirmed and agreed to by --S-L-~~t""""'C""'O'Yl"'-'-;___----and by their sub-contractors as indicated by signatures below . WORK COMPLETED WA±~£. ~ei.J( e. Owner: C ~ Wr~ 1 Address:/{Y 7 ,c.:;., l'N j/ .f!£y (_f & DATE Contractor:_ki.-""~_,.(!=r'Y"\ _____ _ Address: I 711 /j,14-~ I C,lk;e £~~ 7?. 778~ Signature~~ ~-Lal~ ACCEPTANCE & APPROVAL I ' DEVELOPMENT PERMIT PERMIT NO . 570R PRO DI GENE FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 3, Block 9 of the College Station Business Park OWNER: College Station Development Group 1940 Northwester El Paso, Texas 915-877-3333 DRAINAGE BASIN: Alum Creek TYPE OF DEVELOPMENT: This permit is valid for site construction per the approved plans. SITE ADDRESS: 103 Gateway Blvd. 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 inside the special flood hazard area. All Yelopment shall be in accordance with the plans and specifications submitted to and approved by the i Engineer in the development permit application for the above named project and all of the codes and · of College Station that apply . e Owner/ Agent Date Contractor Date DEVELOPMENTPERMN' PERMIT NO. 570R PRO DI GENE FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 3 , Block 9 of the College Station Business Park OWNER: College Station Development Group 1940 Northwester El Paso, Texas 915-877-3333 DRAINAGE BASIN: Alum Creek TYPE OF DEVELOPMENT: SITE ADDRESS: 103 Gateway Blvd. 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 inside the special flood hazard area. All d lopment shall be in accordance with the plans and specifications submitted to and approved by the Engineer in the development permit application for the above named project and all of the codes and ces of ollege Station that apply. Date // Date Date WATER SYSTEM ANALYSIS FOR PRODIGENE BUILDING SU b m itted By: Michael G. Hester, P.E. Hester Engineering company 7607 Eastmark Drive, Suite 253-B College station, TX 77840 ph:409.693.11 oo fx:409.693.1075 email: hec2ooo@aol.com . j N ~ PRODIC1t:;Nt:; PROD TI GIENJE OlFlFTICIE JEUIDLDJING COL-L-flif 51A110N, l?RAZ05 COUNIY, feXA5 PReP ARE: I? l?Y: Michael a. He9ter, P.e. HE:5feR E:NCAINeeRINa COMP ,ANY 1601 E:A5fMARK l?Rl\/e, 5Ulfe 2?~-1? COL.L.E:C1E: 5f A110N, fX 11840 ( 409) 69~-1100 fa:( 409) 69~-101? email: hec2000@aol.com 52 X-18" WA-rt:la...INe X. -f' 1!:1:: HYC/K.ANT 100 P51 5fAf1C t?U51Nf 55 Cf NffR IN COL-L-faf 51 A110N AUaU51J 1998 5C.Al...E:: 111 -100· PRE::P ARE:D l?Y: HE:51tR E:NC11NE:E:RINC1 COMP ANY 1601 E:A5fM.ARK DRIVE:, 5Ul1t 2??-1? COL.L,E:Cit:: 5fA110N , 1tXA5 11840 409.69?.llOO fX:409.69?.107? F'R!A'a5fD 8 11 WA-rt:la-1~ Pl<OPa5fD fl~~ PROPa5fD 8 11 WA-rt:la-INf'. J50 PROP . 6 11 F.a::t...11-E f IRE: fl.OW ANAL. Y515: C-18CCA''0.?) C-1&*-0.8*'-( 18,600"0.?) c-40:?7 C1PM L.ON flRf ~I?: 40:?7*'-0.7?-:?028 aPM AJJfO 5PRINKL.£::R: :?028 *" O.? -1?14 C1PM £::XP051,Jd;: ?-+-10-+-I?-+-I? -4? 1?14 ~ IA? -219? C1PM ... C/i.L. 22?0 C1PM 50 18 .. 0 J40 J30 F'R!A'a5fD 8 " wAreau l l ( NOf 1H5 ~'() "' 0 J20 "' 0 ************************************************ S U M M A R Y 0 F 0 R I G I N A L DAT A ************************************************ CyberNet Version 2.18. Copyright 1991,92 Haestad Methods Inc. Run Description: Basic Network Drawing: WAT-LOOP p I P E L I N E DAT A STATUS CODE: xx -CLOSED PIPE BN -BOUNDARY NODE PU -PUMP LINE CV -CHECK VALVE RV -REGULATING VALVE PIPE NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS NUMBER #1 #2 (ft) (in) COEFF. COEFF. BND-HGL (ft) ------------------------------------------------------------------------------- 10-BN 0 10 190.0 8.0 150.00 3.00 525.05 20 10 20 260.0 8.0 150.00 2.00 30 20 30 218.0 8.0 150.00 2.00 40 30 40 60.0 8.0 150.00 5.00 50 30 50 80.0 6.0 150.00 0.50 60-BN 60 0 420.0 18.0 130.00 3.00 499 .00 70 70 60 200.0 8.0 150.00 2.00 80 20 90 235.0 8.0 150.00 0 .30 90 70 90 225.0 8.0 150.00 0 .30 100 40 80 175.0 8.0 150.00 0.30 110 80 90 218.0 8.0 150.00 0.90 J UN CT I 0 N N 0 D E DAT A. JUNCTION JUNCTION EXTERNAL JUNCTION NUMBER TITLE DEMAND ELEVATION CONNECTING PIPES (gpm) (ft) ------------------------------------------------------------------------------ 10-1 8"TEE AT SH 0.00 283.00 10 20 20-1 8"TEE AT GAT 0.00 277.50 20 30 80 30-1 8"TEE IN SIT 0.00 280.00 30 40 50 40-1 FIRE HYDRANT 2250.00 277.50 40 100 50-1 FIRE LINE AT 250.00 280.25 50 60-1 18"X8" TEE 0.00 260.00 60 70 70-1 8" ALONG GAT 0.00 270.00 70 90 80-1 90 DEG BEND 0.00 272.00 100 110 90-1 8"TEE 0.00 273.00 80 90 110 +-----------------------------------------------+ MAXIMUM DIMENSIONS Number of pipes . ........ ..... ... . . . . . 25 Number of pumps . . . . . . . . . . . . . . . . . . . . . . 10 Number junction nodes................. 25 Flow meters . . . . . . . . . . . . . . . . . . . . . . . . . . 1 O Boundary nodes . . . . . . . . . . . . . . . . . . . . . . . 10 Variable storage tanks . ......... ..... 10 Pressure switches .. . .. . . ........... .. 10 Regu°lating Valves..................... 10 Items for limited output ..... ........ 25 limit for non-consecutive numbering .. 270 +-----------------------------------------------+ Cy bernet version 2.18. SN : 1132184437-25 Extended Description: U N I T S S P E C I F I E D FLOWRATE ............ =gallons/minute HEAD (HGL) . . . . . . . . . . = feet PRESSURE ............ ps ig O U TPUT 0 P T I 0 N DAT A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) = 11 NUMBER OF JUNCTION NODES .......... (j) = 9 NUMBER OF PRIMARY LOOPS ........... (1) = 1 NUMBER OF BOUNDARY NODES .......... (f) = 2 NUMBER OF SUPPLY ZONES ............ (z) = 1 ************************************* S I M U L A T I 0 N R E S U L T S ************************************* The results are obtained after 3 trials with an accuracy= 0 .00391 S I M U L A T I 0 N D E S C R I P T I 0 N CyberNet Version 2.18. Copyright 1991,92 Haestad Methods Inc . Run Description: Basic Network Drawing : WAT-LOOP p I P E L I N E R E S U L T s S TATUS CODE : xx -CLOSED PIPE BN -BOUNDARY NODE PU -PUMP LINE CV -CHECK VALVE RV -REGULATING VALVE TK -STORAGE TANK PIPE NODE NOS. FLOWRATE HEAD PUMP MINOR LINE HL/ NUMBER #1 #2 LOSS HEAD LOSS ·VELO. 1000 (gpm) (ft) (ft) (ft) (ft/s) (ft/ft) ------------------------------------------------------------------------------- 10-BN 0 10 1796.32 7.88 0.00 6.12 11.46 41.47 20 10 20 1796.32 10 .78 0.00 4.08 11.46 41.47 30 20 30 1251. 26 4.63 0.00 1. 98 7.99 21 .2 3 40 30 40 1001.26 0.84 0.00 3.17 6.39 14.05 50 30 50 250 .00 0.35 0.00 0.06 2.84 4 .3 7 60-BN 60 0 -703.68 0.08 0.00 0.04 0.89 0 .1 8 70 70 60 -703.68 1.46 0.00 0.63 4.49 7 .31 80 20 90 545.05 1. 07 0.00 0.06 3.48 4.55 90 70 90 703.68 1. 64 0.00 0.09 4.49 7 .3 1 100 40 80 -1248.74 3.70 0.00 0.30 7.97 21 .1 5 110 80 90 -1248.74 4.61 0.00 0.89 7.97 21.15 JU N CT I 0 N N 0 D E R E s U L T S JUNCTION JUNCTION EXTERNAL HYDRAULIC JUNCTION PRESSURE JUNCTION NUMBER TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ 10-1 8"TEE AT SH 0.00 5 11 .05 283.00 228.05 20-1 8"TEE AT GAT 0.00 496.19 277.50 218.69 30 -1 8 11 TEE IN SIT 0.00 489.58 280.00 209.58 40 -1 FIRE HYDRANT 2250.00 485.56 277.50 208.06 50-1 FIRE LINE AT 250.00 489.17 280.25 208.92 60-1 18"X8" TEE 0.00 498.89 260.00 238.89 70-1 8" ALONG GAT 0.00 496.80 270.00 226.80 80-1 90 DEG BEND 0.00 489.56 272.00 217.56 90-1 8"TEE 0.00 495.06 273.00 222 .06 SUMMARY 0 F I N F L 0 W S AND 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM BOUNDARY NODES (-) OUTFLOWS FROM THE SYSTEM INTO BOUNDARY NODES PIPE FLOWRATE NUMBER (gpm) -------------------- 10 1796.32 60 703.68 NET SYSTEM INFLOW = 2500.00 NET SYSTEM OUTFLOW = 0.00 NET SYSTEM DEMAND = 2500.00 98 .82 94.76 90.82 90.16 90.53 103.52 98.28 94.28 96 .23 11 , I f, 1! ' ' ' IL " 'I "' I b 7 . 8 \ \ \ \ \ \ \ \ \ I ! \..___ I I I -l ___,,-----........ ~ I .... ......_ . : . \ ....... ,\ '\. \ / \ ~---\\ \, \ . ,-------\ \ \ \ \ D ~~~T ___ ... -----280 2751 270! ______________ J_:::::~-=-:~" ., .... }Ill ~ t _____ _ ~:~ 260111 \ __ _ .... =~~ v-270.00 -------326.63'-8" SANIT~RY SEWER @ ASTM 0~034 SOR26 2.35% I 255! 285.36'-8" SANITARY I ASTM 03034 SEWER SDR26 @ 0.93% ~i~i~ &I 1-.. . ' 0 ~-.o.i-•OIJllO DC&" ........ ~ cm-. IOI.',, ---~-· ........ _,. cm-. ..e.•> --l . .tl&.~lll-..1: ..... 090 ........ =:=."::"°onc~~tlCllOl..=..:=-L ~_:,.~~=-=--· tt "'_ ..... ,.._..... .... , .... ~~ .. ~~~~.,. ~' COW..ntll"', llft /lOHl~NOCTOlt(.lllftf01UJI N-.3~CP ....... JVllC \\ofU.ts "°"'' OIMOMCll ON ~ -ai ___ ..,...,."'--=~~~ =' =::~ ,::-u MD DETAIL: 1 -A PRECAST MANHOLE (ASTM C478) ~~13. ·~n h1'2'< l'Ol••r•iu&. (at ...... --Cl r-4' • r-4' =...:::""' DETAIL: 1-B 5+00 GENERAL NOTES: ~~~ llDUl!Dl'OMm:JQ -. ··=~~~~ ~ ~ ~ Oll.&C flONll. L :.~=~~~1:. """""'3IW. ~ "*" .... 'VCIC J.~~IECTOll ,.,_C41L-.rt~":'~ '°'*CTm. 1111 UN OI n<IQClt ... tl'lcna lllC.01.lrCIOIJ.ClhDll-M-. ~~~r.f",.."f"'-~ =.a Ol.flllT'IC1t.llOtfQJll:COCUClllOt .. ~~.:: CIO'WP.llCC.O.f .... .. =:».= :-=..~ ,,.... ~ KP'TN (n.) fHOOCU l!l.J .... . ~;,! ~ :: STANOARD CAST IN PLACE MANHOLE I ~15 :12 _cl~ :-=,"">-~ •@ l.DnlT::;"ICTH @ ~~~ . , -./1 .. Cl.ASS 0 El.49EDMENT (N.A.S.P.1.) ::~ DETAIL: 1-C TRANSITION DETAIL fOR 5' &: 6' DIA. CAST IN PLACE MANHOLES ....... ---· 280j ••• ;o;-1'.' • ~·· ·-~_,(MMC.) I SCALE: H: 1'" -JO' V:1°"•3' Cm' Sl"EOflCATlOHS 275 I 2651 I 260 I 2551 WS. J94.0 W.TERIM.S rat CM8CDWEHT -1<0 w.rtlWoi.~OIOWMClfOl'llHOlllf111'.tOI ~~=.:...:::.~ -M1(1) ..... -.9..u.·---·---· "'° ~~_g~fM'ir~~ .,._,MU'lftC~~ ===--woe n -.-PUICDft ......... ,rtc\C ,. M•'llllllill...u..•,.;m:no-.11M.Oct""4 ------.. ~---··"-. 1.·~~ ... -.-~-l'MCMCl ~ ................ .....il".-ntl.O If«> MIDM 1Ml ro.1.0lllC ll:OMDGni =!!.?= =::·:.~ '· CJNllO t1aC, ""'°°'" --.r'OI ·--·-,,__ ~-n Oft1"GS'IOIC~f#~l'MTQ.[1 .... ~nc~~ _,_ =~t"=::::.~ .... -·-_,.. ..... ...... IOl-J:a .. c::ollC:C'll: (,. ~. l'U Olt a.ooM) ~--Cltt.flC~s-t_,..flT :=.-~lL<llt ....... ~(; =sr~"':'a~ ,,.,.. DETAIL: 2-G EMBEDMENT DETAILS D (.'.) t-z <(z 0 o:Q ---' Wt--t-<( ~ Zt-CT) Wl/l w 0w z (/) (.'.) W (/)W (.'.) W_t -Z-' 0 -o 0 (/)0 O:'. ~ Q m (/) _J ~ 0 w z ::i >-O:'. ~ z <( (/) 1·"C' 41 STANDARD FlRE HYDRANT 10 =~-·~, '"°ii=_ --·· ~r.;..~ _..,.,, ... "'" :11.=-:"-l" -•· ST..a.J:jf TCC ~ KNO SCMCOUU: I TtC • ~UQ IOCOUU: L li•tmU!itiii ~iluluii ~~M~~ 1"~'1iii~11mili11il a l11m1iffi11ii a ltimfilliw1Wi a l11tii;1w1i i 10 HOTCS.: - 21e.~· .... rr PVC C900 CL1~ WATERUN[ -MIN . <4 ' BURY CL.ASS 0 EMBEOOl.4ENT SCH.[: M:l ••JO' ... ~ ,. •3' ----------..-. A.Ml.II:'!•,.._ =r....:;s:-.=.-::J!:£""..=u. '1:l r. ·--~r~~='-' 280 275 270 ,. 26 5 .9'11~., --"i I 280 270 265 ===~-:t =:.·::::::=,ml""_e..-::. = :.=-.. ~-.. '=.. =---~"""!"~io!:"" ~'W~=--'...:::~ CLASS 0 EM BEOMENT GATE VALVE DETAIL .. _°""n:: .,,,,.,..__ ,...o.,io;:TIOI), ....__ -" =COi~ ---- D C> I-z <:z 0 a::Q _J Wt- :J I-<: m ZI- W(/) w u z w VlC> w VlW C> W _J -0 z_J 0 -o a:: ~u Q_ CD ti y ~J ~. (f) ~§ _J () . . ~ 0 Q l I-V) I ~ g V) -• w < ... ~ 0 ol! -. ~~~ w w J E~~ z ~ .. ~~ _J ~ l ~ai a:: w _; ~ a~:; ~ ci ~ ~~t ~ ~ GENERAL REQUIREMENTS ------1-._,._ ::.:: ':,"::Si.:'~ :-..:i:-:-Cfll 9::-: --··----........ --.....-.. -..... _... ~=-~.:..."":"4::..::::::::-r ___ .... _......._._,,...,..._ .............. ---..-.. -... , __ ., __ ..,..... ---..... -. ..... _....-._-. .. ._._ __ _ =·· =:::: = =-~-r:-:-..... _____ ...,.. .. _, ____ ..,. .. ___ _,. ............. ,....._.._ _,._,_....... .. _,,_ Mir ........... ------. ........ _ ... =--= 1 :..::-':'..:::::..::.. '::'; ,,_.,.._._......,._, __ _ _ .... _,_....._..__ ~-:::::= = ---= ::....-::..-::::. ..----.-___ _........ ___ ---·--,..._ ....... _....,.. ........ c--, ..................... _ ... ._......, ...... .., ...................... -......... ....._ ----..... ___ .... __ .,_,..,.. .......... JllMt ... .....,.. __ •• _ .. -----.. -. ..---.....----.. _...,, __ _......,....,... .......... ,...... ... ~ .. --...-. ........ _......,._....,_. _ _,......,_ .... ~ __ ....,._.,. .. _.,.,_... '---....--....n..·-----,... ___ _ ::-:=--: ~=--:-r=:..· SOIL CLASSIFICATION :i:! :..:~.::t.~~~T c:.:....-.... ~-:.::. -:.-_.._.._ -~'r:-..:....-:-• ..... ":t;:A .. 2) ................ ...--...... -. ............ --..... ~::: = ~ ,=-;,i:: ~ l.: ... i.;,... .......... -... ~-'"":. _____ ,_,.., S) ~-. MtNI .. -,_ -:... ....... , .... ..--.. --:\':.!.-~...= = :~~...:r:--~ ..................... .... .,.., ____ ,,, ... .._.-. ----------Jr~-.=. ........ -...... -...-.. -.... .. ,,..c ... ~---..-... ............. ___ ...._ ... ,... 3 .. ---~·~-.., __ ...... _, . .._.. ..... ~ ......... ..... ___, ____ ....... --:..:..~~=-".:"i::'.:::::"'~-........ ................... :l':.!.-~i.::i~~-=--I) __ _....,.,...... __ ---J)~--... ---· ~=--·-~t)~-........... .--.. ...,. ______ ..... .. ._ _._ .. - -<-W) -....... . REQUIREMENT FOR PROTECTIVE SYSTEMS &Cll"M MD a:JOMO t'ITIOll ~ Ol'1Dd) :J.-:,,,:' : • .:::r.:. -;..::...· .-..: .:--...-.. ..,,,.. ...... ., .... ~ ---..... --............ :~~E:~~-~~=~ .... -=---... :""~ :""'.:"-~ =-=-----;...-:.--_,"_...-loot.-~" • ...-E:::?-..! :~~=::. ~~t:,..-r~:.~~ :::. ~ "::'\.. ..._-='= =... .:: ~ .:.::, ... llfll ___ ... ,..... 9'ft'Cllll' IMO.A #D cnttllt ""°'1l:fM: mTtW ~ Ol"l'Dft) !I. ...... --...-..·--·-......:..-.:-::-cc:...~_:, =-=-':'ii en. '"-' ~~~9_"":1.~ !!.-.. °"= !-"":""._:--.-::--..:=::-::::. =-..,. _. ___ .... ____ ... __ :-:..~=-~=a~;::;:~-.. -..-.-.---.. ... -.-............. _,, __ Ill--·-· .. =::-:..~'\.·~:.:... ..... -" ...... ~ .. """:"~--~ ~..;:::, i::-:: ~ .. ";'('::' ~.;,,.-= _____ _........... .... --. .... -. ·--.............. i. .......................... ........... ,,.,.... .... _......,,......,._,,., .. ---~--__..,..,. ....... _..~--...... -------TABLE OF MAXIMUM ALLOWABLE SLOPES ..... I -.. -~l ,. ::i=-.~n:.-=rt:'-I :.:..="..-:::...:' C"':"'9....=: ---.... --: =--...... ~.:t:::::,rr:.~~~.<::.. ~1.:.,-..:_ r=:~~="F~-= ==: ~ :.::'~ ~*-~="$,.~·· _..,_. .. ,.~ r ,_,_ "'" ""'' ""' T _........... l lrl••• : ;), .. ra SI TIMBER TRENCH SHORING MINIMUM TIMBER REQUIREMENTS ... " ............ •/Mifl41nt •"•"fUI no4, ,... then ''° ... -~#G~Of~ .. ,...., •·•1•·•1•·•1•·•1•·•1 • 1=11:!!~ ~I --l~ -I ,,_ ~ l-.:r:.:1!::-i~:~.-E~ : ~ .... 77P.7:-. Soil Type A •••l•••l•·•l•·•l•·•l • l=...1~. ..,:. I .. · • I· "I" 'I" 'I" 'I" ·I · l;:f;-1 I I· "I I I Po •25•H+ 72 psi ....... ................ ... . ,,, .=' .. \~. ..:·.1 .. •· l"'l'"l'··1···1· .. 1·1:·:J · 1 1···1 I I I 1t ........ to1t1tt11tol••I I olo:l •"'' ................... . .......................... ••• l•••l•••l•••l•••I••• ..:~· 1 .. •• 1:::1:::1:::1:::u . n . 1··1 I I I I ,__,,, MZl~-7'1C9COI~•• ,...., ~I --~~ -I ..... _... _.,.._(r..., ---------=:7 l ... -1 ... -1 ... ·1 .... ·1~.-:: lo>~i I ,T;f, I . "';." I .. • • I' "I" 'I' "I" 'I" 'I · I 1 · I I I· I I I ••• l•••l•••l•••l•••l•••I • ..:·.1 .... l"'l'''l"'l'''t''J · 1·· j · 1 1·--1 I I I .. . ............... ,,, .. ... ,.. f-'I .. -. ·-1-f .-+.t-+· ·t--1· ·ti--· 1'"1 · I·· 1 · I·· ·I I I I I S-... (1) Mll~MO•..C..OT~" ,...., 'Tl --~ ~ -I --· -.. .,....,,.._(r~ --.... ----':.:;' 1._•1'•.•11•.•1~.•I"!.."~ w 7i.!' •••lt1tl111I•••"•"' 1 ..,:·1 .. ··f·t·"hf-"H·l···1·1···1 I I I I ~:· I '"· • V'i' "T "T · 1· · 1 • I·· I · I· .. I I I I I ......... ·•· Ml•·•4 • h• ,, • h·• " ... JO .. --· (2 ft Surchorge) Soil Type B Po=45xH+ 72 psi (2 ft Surchor9e) Soil Type C Po •80xH + 7 2 psi (2 ft Surchor9e) Dcw9-• (\-.. ..-.. -~ .......... Ht , ... .._ '"°° ... att~#GWlllC9'00/lllDmN .. ~I --~~ -J ,_,. .__ ~•r-Cr-> - -----~ l•.'J ... "l"'."l"1'I"'..'~ N.-1 t !?1 I I I .... , , •h, •I•, th, •h ••I • 1-:..1:: .. . •·•h·•l•••l•·•l•·•I • 1.::.,.1.::., ...,,. I .. • • I .. 'I' "I .. 'I' "I'· 'I · lrnl · I I 1-·1 I I ~:-1:::1:::1:::1:::1:::1:::1·1 ... 1 ·I I I I I I 111lt11l111l101ll••I 1 111•11;1 1 '. " I .... I'. 'I" 'I" 'I" 'I" ·1 ~ 3 I t l I I I .. JD ..................... -.-·-·~ ... _(1) WU~l#JWOIOOf~-.,.I --§ ~ -I t--'·---·--- -~ "' .. '"'"'"" T::\' ,.., I. 1. I. 1 .. 1 .. =""=•I II I (1-) . "';." I .. ·" I" 'I" 'I' "I'· 'I" 'I · ~ 1 · I I I ·I I I .. ..:·.1 .... I'. 'I" ·1· "I" ·1· "I . n . 1· .. n I I I I~ 9t. 19 I 0 t Iott 1 I Io It ol I o I I to I 1 It t•til•tho1i101!101I I )11 HI .. .. ,.. I .. • • I' "I'· 'I' "I" 'I" 'I • I·· ·t · I·· ·1 I I I I s..-.(1) :11rt~I-V¥O< Of ICweotl .. .,.I --~ 1aj -· I T-_., ..... 1.--•r-111r-1 £••~ -=-= • •l ... _•i ... _•l"':.•I"-:.• _ . ~ T:!' l•-1 . ",."I .... l"'l'"l'"l'"'l"'I' ~"t · 1· .. 1 I I I I ...,:. I .. ·' I" 'I" 'I" 'I' "I' "I ' 1· · ·t • I .. ·1 I I I I ,..,, lt•tl1•1l111)o11••°"MI 1 11111 th•• " ~o" 1--·1 I I I I I I I I I I I I I ALUMINUM HYDRAULIC SHORING l 11-201 ,__,,. 1 'I ,.._(I) :::. --,....,1~ °i ·~.\) ~o• '"""., °;';" •(t)fooo\I ..... U('l,..9) .. ~ l'(t""~ -.. .. U(t)poa) .. ----r------~--i ~I ...... T ..... f'Ml) I '(;::;' ••• 1ut°": ~i l:"':.\2• cm!.:. ........ ,,) ·-......... ..... (J) ·--z ..... -. "';o" -" .... .. -.. .... .. --v ... .. ,,,,~U'-'l _ ,...._ = .. , ""::J "-w •t1J=1·""''" u~ I I 1· 1--1·-1 1·-1->·••-, .. _] ... ........ ,,, z , . .., ... . ..... -.. ... .. -.. ... . . ..... .,,, ....... ,...., _.,... _ = .. ~ ~:.hi :-w •tlJ=,, "-llft. --V-0 u~u u 1..!.U u ... ..... (1) F"ootnol•• to toblff ond 9enrat nolH on hydr'a11lc 1hol'""1 ore found In Appendix 0, ttem (9) Con.ult pt'Od!Kt monutod11r• ond/or quolined en9ln11er fOf SccUon Modulue of ovoltoble wolu. --~,..,.,.,. ...... _ _.. 11> ___ .,_ __ ...__ ....... -......... !i:S21(1).,,...."' ,..,.__ ~· ----· _..,..,._,.. ~ ........ ____ .. ............,.._ c::c-...._ ... -> .. ._._ -..=:.:.:::-.-,:: • _,..,. ..... ..,..,_ .. ....,, .. :-!,':::::.:::: 0:: = :: ... .... .,..__ .., ,._ •-tor-~ ---· -_.... -r.) ... _~ ......... ·-----· :J...::.:..:..::--... ·...-fS} ·---·---"" ____ .... _.,, ... =-~ .. -~.:::!':". ¥-=-":?:.=F~=---.. -. .. ~-=.-:.:::~~--::--;:: I•) ,_ ?:::"..::, ':.=.!:,.~ "" • a (7) ____ _ __ ... .,,_ .. _,..... ,._ ... , ... _____ _ ,._ ... ,.. ___ ----... -·-"-'"-"""' ~.,..i.,. ____ u_ .............. v.....-,_,. ~"' .• ta!L!!_ """°"'C'TNO.--~-~------1= c () 1-z <( z Ci 0:::Q -1 Wt--I-<1: :::) Zt-CDW(/) w () w z (/) (.'.) W VlW () w _J -z_i 0 -o 0 (/) (J Q:'. :::i n_ m s lJ.. <( Vl I u z w (t'. I-' . Uo ~.1 :'.l • ,_ ~ Q s; 0 ~ u 0 • 0 c "' ~ ~ :?J <( i ~:i~ ~ . ti~~ ~ ~~~ ~ ~ ~t~ ~ ~ ~~;_ a_ ; ~t;g . g ~~~ ~ ~ ~~I 1·c: 6 FAX TRANSMITl"'AL I ran1>. #:~j_, To: l~)f.f t'L EY Voi. K.. ~. CS' c i-+1 l! "'S . Fin#: '11.r~-.3<?114 .JORDA~ ('O\t\H IKl .\L GROl p 1 bO~ Eµ,Ff'u1_ci P.o.A".wAY . Su1n: : 05 Co• 1 ~ <;c STAT ION . T1...<A;; 11540 40G 13~6 0!500 fA,1( 409 09~-0~Q. Oak: ..;i.o ocr-q ~ PHgl·s: 3 . 1nduJing thi~ cnvcr sh~~t (·mm : Julius Salan1<.1n1.:, PrnJ Supl. 1Jig1tal Pgr . 228--1 121 Suhj<'CI: C II\ I LW !\ Y TECHNOl.O< ;y CF.N'I f ·'.K Prn.1c c1 PrlKliGenc O t fo.:~ Hldg C. ·oM:\11 N TS s ·c~ A TT A c t-/t.;. D 11 · YOl i I >ID ~( rl RLCU VJ : AU . Tl If. Pl\CIF-:S (H< llA VF A NY PROHl.FMS Wf'l 11 Till I.\ 1 J ~,\~\MISSIO~. Pl .1:1\sr CAI .!, THF Flf·(,f) OH i('~:. (409 ) ~Cf(.' -~ "3 ~~} ----.&. .r.:.. WV~ y-BL v .I.> TEXAS, 77645 690-2323 LF.T'rER OF TRANSMITTAL No. 00022 Pro ~ct : GATEWAY TKCHNOLOGY PARK Mee URE ENGIH~ERINC 172 BROAOMOOR DRIVE BRY N TX 77802 Job : 198012 Octobe r 19, 1998 At.ti : MlKE McCLURE Ref RFl # 11 -Intersection at Station 6 + 36.84 Separate Cover Via: No. Prints _ Plans Change Order Samples _ Specifications x Other: RF! #11 ----------~---........ -_...----------~---------Date Item Number Description ---------Status -····--· -----------~-------------~-------···--··~----~·----· Thes above items are transmitted for your action as noLed: F r Approval f' r Your Use A Requested B ds Due: X For Review And Comment Approved As Submitted Approved As Noted Returned After Loan nitted by : CF JORDAN Returned Resubmit Submit Return For Cor:r:ections 0 Copies For Approval 0 Copy For Distribut ion 0 Copies Correctd Print cc: BERT L. PAYNE, ARCHITECT; SHIRLEY VOLK, CITY ENGINEERING d RON VERNON, PROJ. MGR. REOl'EST FOR l'.'FOR\1ATl01' RFI ti; Prujt·d : llit t•.': Dl•srriptior1 : OOJ I GA Tl\'\ A\' 81 .VI>. 190CT98 lnkr~cction at Station 6 ~ 36 .84 JORll:\'.\ CO:\J \I ERC 1.-\I , G Rot · r l 509 £! mcrnl d Par!.. way College Station , TX 77845 Te!: 409 .'696 .. 0500 Fax: 409:696 -0601 Locati on: sr('(' Ref: lnitiakd b~: GATE\\'A Y TECH,OLOG\' CP,TFR, Co ll ege ShHion Sht.'f.'t '\o. 2 .Juliw1 SHl~monr, Proj . Supt. - f."ich.f Off Tel : 409 .'690.23 23 Pager#: 228-1J21 Fit>ld Fax: -t09 . 69 0 .. 2424 S('nt To: ~kC'f.\i Rf. El'GJ,[ERJ:\G ATI"': MIKI<: \kCLl :RE 1722 Rroadmoor Or .,# 210, Br~an , TX 77802 \·ia : FAXF:O, then m~ikd CT: ROBER! L PA Y,E, ARCHITECT SHIRL\' VOLK, CITY E~Gllt\lERl~C RO'\ VER\O~. PRO.J . ~1GR. Plt.'<l'C Rt·'tpt.init by: ASAP I h~ Dri'tc to the North in to Gah.:way Technology Park parking ft,t wa5 set b} SD -l and SP ~ I ~It 1 1 '-0'" ha~\.. n f curb . I he Ua tt:v;ay 131 vd Plan· s Sh ~d 2 i ndica te~ 36 '-0 " Back Of C urb 'In avoid l<1k in~. out <\ny ad ditional tr~t~ ale.m g this dri\·e, can v.:e ust.? 31 '-0" BC K' dim ... •nqo ns x NO cos·1 IMPACT l'OSS!BU · COST IM l'ACT COST IMPACT Duk: ___ . ., ..... ···--···-·-·--··--·----.. ·~-- ..• . . .. . ·······---···-·--.. ·-·---·-......-..·---- .~--·-··~· ·----·-------·- -· .. -----··---·· -· .. . ------··-1· --·---~---·-.. -..... ·-----------·--·----------- --· -··. "'··----··--· ·····------·~---~--------··-.. -----· ...... .. --···-·· ····.J··-··---·-·--·------·.,·---·-------·~-······ ------· ---·---· ---·-- ·-----~--------··-.. SIGNATURE : DATF From: To: Date: Subject: Jim Callaway VMORGAN@CITY OF COLLEGE STATION.CITY HALL 10/21 /98 8:27 AM Re: Gateway Technology Park???? It is the same problem . It is not just the radius . The site plan has a smaller drive opening with a larger radius . The smaller drive width was to mis some trees-the whole site plan was adjusted to miss some tees . The result is that there are two approved plans-one a private development with one apron size, the other a public street with a different apron size . Both approved. One through development reivew, one through CIP. Mark doesn 't care which one is used, neither do I. Robert can coordinate with McClure , McClure can contact Mark. for verification. >>>Veronica Morgan 10/21/98 08:08AM >>> i'm not sure if this is the same thing .. but.... someone (i think it was john logan or jon mies) asked me within the last few days about a discrepancy on the plans for prodigene vs. gateway blvd ..... gateway blvd., the project that is building the apron section for prodigene shows a 30' curb return radius ( i think) and the prodigene site plan (by hester) shows a curb return radius 5' larger than that. the city staff member asked me if it mattered what they built (so i think it was logan) and i checked our ordinances and said no .... we dont care ..... but since the change would be to mcclures plans and he is the engineer of record it should be okd through him . mcclures response via the staff member back to me was he didnt want to change it.. he thought the radius he provided was large enough and i think had other concerns about making it larger ... maybe drainage , i'm not sure ..... so i told the staff member .. .it is mcclures plans and he said no ... so the answer is no . do you suppose robert didnt like the answer and so is now looking for a different one? i dont know -does it sound like the same problem? »> Jim Callaway 10/20/98 OS :OSPM >>> I have visited with Mark Smith and resolved this . I have a call into Robert . Short answer: Robert can use the 31' wide drive per the Prodegene plans . I will ask him to request that Mike contact Mark to verify. We do not need to revise the plans for Gateway , just build it from the plans approved for Prodegene . >>> Shirley Volk 10/20/98 11 :35AM >>> I believe this is Prodigene! Anyway, apparently CFJordan send an "RFI # 11 -Intersection at Station 6 + 36.84" to Mike McClure and copied "Shirley Volk, City Engineering". Oh -Now I got a copy of the RFI, which says, "the drive to the north into Gateway Technology Park parking lot was set by SD-1 and SP-1 at 31'-0" back of curb. The Gateway Blvd Plans sheet 2 indicates 36'-0" back of curb. To avoid taking out any additional trees along this drive, can we use 31-0" BOC dimensions ." I've put a copy of this FAX in the basket in the plans check room, and will check it in on your board. pib~ Gr 5-io COLLEGE STATION September 9, 1998 Mike Hester Hester Engineering P. 0 . Box 9960 7607 Eastmark Drive, Suite 253-B College Station, Texas 77840 1101 Texas Avenue Tel: 409 764 3500 RE: Prodigene Site Plan Radial Waterline/Fire Hydrant Dear Mike, College Station , TX 77842 Per our discussion regarding the above subject, I have researched several sites of comparable size and nature to see how the fire protection and water service was handled. Of the following sites, all of them had their fire hydrants on looped system and the only radial waterline feeds were either service lines or short length (<50') radial feeds to their fire protection. Microage Mariott Towne Place Suites Cabletime Universal Computer Systems Given the length of the radial waterline you are proposing, the City would request that the line be looped back to the main line . This is consistent with other site plans that have been reviewed and approved by the City and with 1NRCC's regulation regarding the minimiz.ation of dead-end lines. u have any questions , please call. Home of Texas A&M University DEVELOPMENT PERMIT PERMIT NO. 570 PRODIGENE FOR AREAS INSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lot 3 , Block 9 of the College Station Business Park OWNER: College Station Development Group 1940 Northwester El Paso, Texas 915-877-3333 DRAINAGE BASIN: Alum Creek TYPE OF DEVELOPMENT: SITE ADDRESS: This permit is valid for site clearing ONLY! Clearing must be done by hand as per the Covenants and Restrictions of the College Station Business Park. No grading is allowed with this permit. 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. This permit, being temporary, is valid only within sixty (60) days of the date shown below, and is not intended to allow the complete development of the site as proposed. Any work performed after the expiration of this permit is not covered, and is considered unauthorized. 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 inside 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 City of C ege Station that a ly. Date 7 ~g/ Contractor Date > > HESTER ENGINEERING COMPANY Civil Engineering Services 7607 Eastmark Drive Suite 253 -B COLLEGE STATION, TEXAS 77840 PHONE (409) 693-1100 FAX (409) 693-1075 E-mail: hec2000@aol .com TC~&~·~i bif. WE ARE SENDING YOU Attached 0 Under separate cover v ia __________ the fol lowing items: COPIES 0 Shop drawings 0 Copy of letter DATE 0 Prints 0 Plans 0 Change order NO . THESE ARE TRANSMITIED as checked below : 0 For approval 0 For your use 0 As requested 0 Approved as submitted 0 Approved as noted 0 Returned for corrections 0 Samples 0 Specifications DESCRIPTION 0 Resubmit ____ copies for approval 0 Submit ____ copies for distribution 0 Return ___ corrected prints ---El~ For review and comment o _________________________ _ 0 FOR BIDS DUE----------------0 PRINTS RETURNED AFTER LOAN TO US REMARKS __________________________________________ _ .. Figur·e XU Contractor: ___ .,,:...__ ________ _ Address: ____________ _ Tel epho ne No : __________ _ D ate App li cation Fi led : ZJ. "3 ·er~ Approved : ___________ ~ Application is hereby mad e for the following development specifi c waterway a lterations : ~o~c.. -fl Ap pli cation Fee 0 Signed C e rtificat ion s 0 Drain a ge a nd !rosion control pl a_Q , with supportin g Drain ag e R e port two (2) copies each. 0 Site and Co n struction Plans, with support in g Drain age Report two (2) copies each . 0 Oth e r : ------------------------------- ACKNOWLEDGMENTS : l. ~ G·~E,. desi g n en g ineer, he reby acknowledge or affirm that: The in format ion and co nclu sions contained in the above plans and suppo rtin g documents comply with th e cu rr e nt re quirements of the City of College Station, Texas City Cod e, Chapter 13 and it s associated Drainage Policy and Design Standards . As a conditio n of a pproval of this permit applicat ion, I agree to ~n s truct the improvements proposed in thi s application according to th ese docum e nt s and the requirements of Chapter 13 of the College Stati o n C ity Cod e . Property Owner(s) Contractor .-.:i 1 HTION *** CUSTO"ER RECEIPT *** OPER: "RODGERS CT DRAWER: 1 DATE: 8/03/98 00 RECEIPT: 0018720 DESCRIPTION QTY A"OUNT TP T" FILING FEE/DS/BI t100.00 B7 CK DEVELOP"ENT PER"IT HESTER ENGINEERING CK # 3477 DEVELOP"ENT PER"IT FOR PRODIGENE DEBORAH GRACE TI"E: 14:11:47 TOTAL PERSONAL CHECK A"OUNT TENDERED THANK YOU $100.00 ii00.00 > > HESTER ENGINEERING COMPANY Civil Engineering Services 7607 Eastmark Drive Suite 253 -B COLLEGE STAT ION, TEXAS 77840 PHONE (409) 693-1100 FAX (409) 693-1075 E-mail: hec2000@aol.com JOB N O. WE ARE SENDING YOU D Attached D Under separate cover via __________ the following items : D Prints D Plans D Samples D Specifications D Shop drawings D Copy of letter D Change order D ----------------------- COPIES DATE NO. DESCRIPTION \ {), l'.1 .1N't1 ~ \ ()d,,(l~+ "'--" lj \ -. I l\ LI llr \ t ( '"( ,,vJ t TY' IALUTC() p~ l THESE ARE TRANSMITIED as checked below: D For approval D For your use ----i:::3 As requested D Approved as submitted D Approved as noted D Returned for corrections D Resubmit ____ copies for approval D Submit ____ copies for distribution D Return ___ corrected prints D For review and comment o _________________________ _ D FOR BIDS DUE----------------D PRINTS RETURNED AFTER LOAN TO US REMARKS ________________________________________ _ COPY TO ___________________ _ DRAINAGE REPORT FOR PRODIGENE BUILDING BUSINESS CENTER AT COLLEGE STATION COLLEGE STATION, BRAZOS COUNTY, TEXAS AUGl)ST, 19 submitted By: Michael G. Hester, P.E. Hester Engineering company 7607 Eastmark Drive, Suite 253-B College station, TX 77840 ph:409.693.11 oo fx:409.693.1075 email: hec2ooo@aol.com INTRODUCTION: DRAINAGE ANALYSIS PRODIGENE BUILDING BUSINESS CENTER AT COLLEGE STATION COLLEGE STATION, TX AUGUST, 1998 The proposed development is located along the east side of Highway No. 6 south of Greens Prairie Road. The legal description is The Business Center at College Station, Lot 3, Block 3 and is 9. 35 acres in size. The proposed improvements include a 63000 square foot building, parking lot and the associated infrastructure. The drainage area consists of grassland with numerous large oak trees. The terrain slopes in a southerly direction toward Stream AC -1 with an average grade of about 2.0%. The latest Flood Insurance Rate Maps (48 041C0205 C) shows that a portion of the tract is in the regulatory 100-year flood plain. The site is zoned commercial and is being developed by C. F. Jordon, Mr. Teddy Peinado, 1509 Emerald Parkway, Suite 105, College Station, ~X 77845, ph: (409)696-0500 EXISTING DRAINAGE BASIN DESCRIPTION: The site discharges into Stream AC-1 wh ich is located in the Alum Creek Basin, Drainage Basin No. 10, Regulatory Channel Reach No. I which is a primary channel. The 100 year peak discharge is approsimately 1350 cubic feet per second (cfs) per the FEMA FIS Study, page 15. The site drains in a northeast direction toward Stream AC-1. PROPOSED DRAINAGE: The grading design will route storm runoff across the site via driveways and parking areas and discharge it into Stream AC- 1. Outfall structures have been designed to disipate the energy generated by the storm water and outfall ditches have been designed to assure acceptable velocities. Predevelopment and postdevelopment conditions were calculated to determine the addi~ional runoff generated. The ultimate development of the site will generate a QlOO of 70. 33 cfs but will only contribute an additiona l 37. 64 cfs because 32.69 cfs is being released from the site under existing conditions. ·&.a~ Detention is ~r planned for the site. Storm runoff calculationsorpreand post -development conditions and an analysis of the outfall ditches have been included for review. CONCLUSION: Thi s project is in compliance with the City's Stormwater Design Standards. PRODIGENE BUILDING -DRAINAGE ANALYSIS-PAGE 1 OF 1 PAGES Project Description Table Ou l°~L Rating Table for Triangular Channel Dl~C t-+ . Project File c:\haestad\fmw\prodgene.fm2 ~too~ CL~ Worksheet V-CHANNEL Flow Element Triangular Channel ::::. O.j ~ l\.l;,~';.o s:: U..4.e..p; Method Manning's Formula Solve For Channel Depth Constant Data Mannings Coefficient Channel Slope Left Side Slope Right Side Slope Input Data Minimum Discharge 0.00 Rating Table 0.045 1.0500 % 6.000000 H : V 6.000000 H : V Maximum 45 .oo Increment 2.00 cfs Discharge (cfs) Depth (ft) Velocity (ft/s) 0.00 2.00 4.00 6 .00 8.00 10.00 12 .00 14.00 16 .00 18 .00 20 .00 22 .00 24.00 26.00 28 .00 30 .00 32 .00 34.00 36 .00 38 .00 40 .00 42 .00 44.00 N/A 0 .50 0.65 0 .76 0.84 0 .92 0.98 1.04 1.09 1.14 1.19 1.23 1.27 1.31 1.35 1.38 1.42 1.45 1.48 1.51 1.54 1.57 1.59 0 .00 1.33 1.58 1.75 1.88 1.99 2.08 2 .17 2 .24 2.31 2 .37 2.42 2.48 ~~l Cle:> 2.53 2 .58 2 .62 2 .66 2.70 2 .74 2 .78 2 .82 2 .85 ~ 2-a '°· 2 .88 -,\oo = o.°t ~ \ \. b .;r £1 :::::: /J:z. Cf'.5 ' 08 /31/98 10:1 4:59 AM Haestad Methods , Inc . 37 Brooks ide Road Wate rbury , CT 06708 (203) 755-1666 FlowMaste r v5 .13 Page 1 of 2 > > TO c.s. ~.,..n J¥.(/: WE ARE SENDING YOU ~ Attached D Under separate cover via _________ the following items: COPIES 2 2 I D Shop drawings D Copy of letter DATE D Prints D Plans D Change order D NO. THESE ARE TRANSMITIED as checked below: D For approval D Approved as submitted D For your use D Approved as noted D As requested D Returned for corrections -S For review and comment D 0 FOR BIDS DUE---------------- REMARKS X1 ( COPY TO ____________________ _ If enclosures are not as noted, D Samples D Specifications DESCRIPTION D Resubmit ___ copies for approval D Submit ____ copies for distribution D Return ___ corrected prints D PRINTS RETURNED AFTER LOAN TO US P.c I (" - • 04 1 27 1 98 MON 14:17 FAX 409 696 0601 1500 Emerald Parkway Suite 105 CoUege Station, TX 77845 (~) 896-0&Xl (~) El96-0001 Fax Fax To: Mr. Paul Kaspar FUI 746-3496 Phone: 7 46-3570 RM ProdiGene C.F.JORDA_N_ C.F. Jordan From: Ron Vernon Pages: 2 n.t. 04/24198 0 U,....t 0 For Review X Please Comment D Pl .... Reply 0 Pl .... Recycle 141001 r l 1 • ' , ' ( 0 41 27 1 9 8 MO 14 :18 FAX 4 09 696 0601 04 /24/98 16 :05 'lt409 764 3496 C. F .JORD A DEVELOPME NT SVCS Figufe XII Development Permit Cicy of College Station. Teus ~00 2 ~002 Site Legal Description: Lcr ?) P..U>~"'I ~~ ~~ Site Own~r: Co~ ~Qt-? ~""'~Address : G l-fA$c, "1iic' fhfM'-• ~ Telephone: 'f/S·c?f1?_:_3."~·33 . __ Address: \c;O~ 'f!Mef£M.l? J?t«Q~ ",J Tde:phonc No : 4q<e • 1Z.,1 '2- Architect/ l Engineer: g, \.-.. ]>~'(~£.., .P.,.~C. • Contractor: C. P. ~ Date Applicacion Filed : A• zJ ·C&b Address : \ c:;o-\ ~ P t:w~ ~1cC Telephone No : 14qu, • §l?D Approved : --- Application is hereby inadc for the following development specific waterway alterations: --------·-·-·-··--- 0 Application Fee 0 Signed Cen.ifications lJ Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each. D Other: ---------~~~~--------------- ACKNOWLEDGMENTS: r, -··-------------' 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 as sociated Drai1tage 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 doc nts the irements of Chapter 13 of the College Station City Code . / p;~p~:z =-- 0 4 /27 /98 MON 14 :18 FAX 409 696 0601 C .F .JORD AN ... 24 April 1998 Mr. Paul Kaspar City of College Station 1101 South Texas Avenue College Station, Texas n842 Re . ProdiGene Site Dear Paul, Jr JDHDHH CO NSTRUCTIO N • CON STRUCTION MANAGEMENT The Application for a Development Permit that follows is only to allow us to clear the underbrush on the site to allow us the opportunity to Survey . We need to clear the brush to do a tree survey and a topographical survey . I hope that this will answer any questions that you may have . Should you have further question , please feel free to contact me at 696-0500 . I look forward to hearing from you. Ron Vernon Project Manager Cc . :Teddy Peinado Robert Payne File I 509 Em erald Parkway. Su ite I 05 • Colle ge Stat ion, Texas 77845 • 409/696-0500 • Fax 409/696-06 0 I 141003 City of College Station 1101 South Texas Avenue CITY OF COLLEGE STATION DEVELOPMENT SERVICES Phone: Fax phone: CC: P.O. Box 9960 College Station, Texas 77842 oate: f 1 ¥t /?r l Number of pages including cover sheet: Phone: 409-764-3570 Fax phone: 409-764-3496 REMARKS: 0 Urgent ~urreview LfPlease comment If you did not receive a complete fax. please call our office immediately for a new transmittal. Figure XU Development Permit City of College Station, Texas Site Legal Description : --------------------------- Site Owner: ____________ _ Address: ------------- Telephone: ------------ Architect/ Address : ____________ _ Engineer: _____________ _ Telephone No: __________ _ Conlractor: Address : -------------------------- Te I e phone No : ----------- Date Application Filed : ________ _ Approved : ___________ _ Application is hereby made for the following development specific waterway alterations : 0 Application Fee 0 Signed Certifications 0 Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . 0 Site and Construction Plans, with supporting Drainage Report two (2) copies each . 0 Other: ------------------------------- 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 10/28/1998 13:13 40%%8114 RL PAVNE & ASSO C. PAGE 02 ------------------------R.L..Payne & Associates, Inc. __ _ • -. ·-I , . . •.. . ·1" '• , . . . .I. .•. • j I j ~ . . . . . ' . . i. • . .... , • " Octdber 2-t, · 1998 . I .. •.. • :- 1 _ : ~r-~.1~FLL;-J ... -r+ t:_;· ! . : : ' I ' ·i······: .... •. ••"••••····!• ·•-·· •···1··· ··-i '! .• ··-(· ····r ··-"i . ; ! r i . l . . ·-.·····!,····:··· ······. l.· .. . ·r .. . j. ! .. ., .. !-:-. .! ·1 f . .. -: ' ' ... i. ••• ·> .•. .1 ... ;. . L. j I : -· ~ ' : i . Srir~ey ;Vo lk,-Oe~elbprriefilt.Coqrdina~0F .. · .Cjty..of College Sta.tiorl .. . ! :_ ... .i : . ; . ~ ~ ! . . . : i i 1 '.; -.! -· .. i i . ·.; • I•• • •· •• r • ·• · ' '' '' · "'' ' ''' ' '. ' • t ~ •••. ' . .. 1-.. ••• ~ , '; ' • • • •• ·-; • : ¢_oll~g~ $~a.ti¢n l.T~~as . . . .. . . . , .. . .... ·.·· ______ '-·:-----.... ; .. 1 --: : .) ; \ ! ' i : ' ! . I I • I ;: I ' t · R~:-hatewa/f~ct1rilo10g{Cent~r:·· .. ·.... ·' i · i ·· 1 · · j--;-··j-----·:· .... ·:··--;--:······' ...... :. · . '" Prodigene <Dffice Buifd1~g : . . .. : . ·. 1 . . . .. i . 1 . • i .. ----r. :··. r·-: ~-·· --;--- ···-··-i .. College$tatio~;Tex~s -! · · ·· ·· ' · -· +-T---;. --· -! ; • : : .. ; : . t. -· ---T. l---1-. -· .: .. --·· .. i . . ·8'.ea ~ s~irl~~:; . ·f ... , ... : -; . ;_ . ·: . , .. ··--.. +-· .... r· -· .. ! f -~:-.. .'..'.:_] .. ,;.·~-~-~i~---·-t_· ~,:._-.-__ t , ·•···. :~-.T.-~ --__: As .per yo4r req4esLLam!proviqing .th,e follqwing -infqrrtjati~n ~s ~d~er1du~tbt~e .l ·--1-·· .: ...... , .. drawin~s on t,he.!ab,ove refereneed prbjept. '. . ! .. . . : __ . ! . -! : ... ~ . .l ...... -! '. -i -.. ; '.. . ., .. . . . . . . . . ; __ .. : : ....... -· .. ·-... . ·. -... . . .... ·-... -· ····· .................... ··········· -~-.. ··i ...... ! -.... ! -·--i-. . .. -· ... ;. --.. ,. ··-.. . 1 ; __ fl4et_td~r_ (1~~rn ~ri~ine:er pe>n,~in;rii~g t~a.t 1 !h7 b~i!~ing fi~i~h.. t19e>r_:~lly_~-VS?q _i~ \a~pY~.t.K~ ; .. l .. --; . oo p au~. i . ; 1 • : • i ; : i · ~ ! i ! i t : · . 1 . 2 ~ .. s·ch!ed(Jle !indicating the Sahit~-rY E»eWe f, andWater "iService -dem'ands ~-. r .. ·-;-----r~ :····: . : . ; . ... -··· : 3. Clarlfidau~;:m pn the:·e"!wate rr ll~e·: j Af~er th~\arbhitec~or~r ~ra\}'ihg s:o·fwa ·s ~ubmi~ted · ·r·--1 -· · Mike· Hestertwa~ directed by city staff to ·loop~thew~ter service !1ine. A-conflictwas -··· --! ·· ·· · · · ·· -o.reated. The a ~-w~terlin~will pe prqvided fand constructl$d as--sho,wn!-orl the ·-CivH --··· · ·-· ; .. ·· · · dra~i_ng~-3 ~······· ·····j :-: !···:-·· [-) · 1. ·•···· l ··:·-i· .. j ···· -~· + ···:·· :··· ··-!··· ;· ! .. 4.; Glanf1cabon .Wa~ also ;requested on.the:S Sanit~I)' Se)Ner L1,ne .. Tj:te .! --~ ......... , ........... 4 mechahicp.l/f!>lumbing.i sub~on~raqto ~. R).E.C. i lndu~tries req~est some r~visions .to . ! ~h.~ y~rd l\117 ;( $~niJa.ry _s_ewer) proviq~d {9r.'thi.~ .P ~9j~q. ! . T~~ ¥~~a . !iP~-~_nd ~rndJr~p '1'!11 p~ _pr9y1~~d.}1n:cj· cq~~tru~7d a.~ ~hOWf1 ()~-t~13 ~rc~1tept!J.f.Ci.l j~1tr _Q_e Y:~l()p~e.n~ ... Plan, $0 ~1 of t~e dra~ings . ! ' • · · 1 '. i ! ! 1 ' • • • . I , ... • • -i . .. .. : -· ·: ··•••• :··· .. : .. ·• : .. • .. ·: ••• ··~ • . ? , .. •• ·;··· • -·-~ . ., •.• . • : ·--.-••• • . ' : ! : f ! . · · It :i s my ":tJnperstanding ! that this ,letter wm resolve ·e·ach ofthese i~errnr and is ial r~hat is ··· r~mainihg 1n orderforpernii~ting to be appmved : :-·· ·· · ·;--· ! · ~------------.L-. ·---·'·· i ··: · · · . Tharlk Yol\fot ar i you•lie /p. : -: . . : ' ; + ;·! + L; ' : : . i. I· .. ' ·--i' ··-. . . .. '. . --.. --~ .. . I ..... ·n :l !J -~~·····7~ ~ .. R l ~ P~yne ; Jr: AIA i . .. ' . .! ' '- ~. i. ! - . .. ' ! I : .. -i-! . . --'· --.... · .. -·~··· ··-· ---·· ... I ' . ··I -1 I ' I i '· ' f .. ·:···<· .. . .. , .... -!···. • i • ~ ·. •. I .. I ' ~ ·• -• ._ .. . .. ;. ... i . --... i~ .. . --: • .I ,, __ _ I •.,I ·-! ' I .. ·-f ...... ····! .: .: I t . -· ..... ~-. . . '.. -. - i '· ' -~ ... ·~ ...... : . i I L --·'. 1509 Emerald Parkway, Suite 104, College Station, Texas 77845 (409) 696-7 272 Fax (409) 696-8114