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Home My WebLink About1 DP Flying Ace 00-500035 4.28.00TO: Mr. Jeff Tondre, P.E. Development Engineer McCLURE ENGINEERING, INC. 1008 Woodcreek Drive, Suite 103 College Station, Texas 77845 (409) 693-3838, FAX 693-2554 TRANSMITTAL LETTER Date: 4/28/2000 Attn: Proj. # CITY OF COLLEGE STATION RE: Flying Ace Ranch College Station ET J We are sending you the following: ~ Attached D Under Separate Cover Via: D Invoice D Prints D Plans D Contractor Invoice D Bid Books D Specifications D Change Order D Contracts D Other Copies Date i Description 2 4/2000 Copies of Drainage Report These are transmitted as follows D For Approval D Approved as Submitted Sets to be approved and returned to me --- ~ F or your u se D Approved except as noted Copies for your files --- D As Requested D Resubmitted after Revisions Corrected Prints --- D For Review Comments D Other REMARKS: ACCESS DRIVEWAY APPLICATION AND DEVELOPMENT PERMIT APPLICATION ARE BEING SUBMITTED BY OWNER COPY TO: SIGNED: ~ °C11ael R. McClure, P .E., R.P.L.S. President (t·w COlllGl STATION DEVELOPMENT PERMIT PERMIT NO . 500035 DP-FL YING ACE RANCH FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: DATE OF ISSUE: May 8, 2000 OWNER: ATKINS, JAMES ROBERT 4253 HUNT DR #107 CARROLLTON, TX 75010 SITE ADDRESS: 5001 ROCK PRAIRIE RD DRAINAGE BASIN: LICK CREEK VALID FOR 12 MONTHS CONTRACTOR: TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT SPECIAL CONDITIONS: All construction must be in compliance with the approved construction plans (limited to all areas in the College Station city limits) The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction , erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area . All dev elopment shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply. Date ! I 2d [OQ Date I 1 Drainage Report FOR FLYING ACE RANCH VICINITY MAP NTS APRIL, 2000 Prepared By: McClure Engineering. Inc. 1008 Woodcreek Drive, Suite 103 College Station, Texas 77845 ( 409) 693-3838 Dra1nage Report FOR FLYING ACE RANCH ----------- VICINITY MAP NTS APRIL, 2000 Prepared By: McClure Engineering. Inc. 1008 Woodcreek Drive, Suite 103 College Station, Texas 77845 ( 409) 693-3838 CERTIFICATION I , Steven C. Franks, Registered Professional Engineer No. 83551 , StateofTexas, certify that this report for the drainage design for the FL YING ACE RANCH, was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof ~~7o ':r. ----.... "\~ •••••• ~A'1 \ ...... *··~ *··· ···* i st.~: ...•.......... ~;;.1. I STEVEN c. FRANKS 2 ~~··················;It n •. 83551 : 11 ~-~1 c s~~··9.fi§ ,~, •• ~~ •• _!.~~-"' 'SIONA\. "f:.;i:!I' ~ DRAINAGE REPORT FL YING ACE RANCH Steven C. Franks, P.E. No. 83551 INTRODUCTION TABLE OF CONTENTS FLYING ACE RANCH GENERAL LOCATION AND DESCRIPTION FLOOD HAZARD INFORMATION PRIMARY DRAINAGE BASIN DESCRIPTION DRAINAGE FACILITY DESIGN DRAINAGE DESIGN CRITERIA CONCLUSION EXHIBITS 1 1 1 2 2 3 3 FEMA FLOOD INSURANCE RATE MAP EXCERPT "A" DRAINAGE AREA MAP -EXISTING CONDITIONS "B-1" DRAINAGE AREA MAP -PROPOSED AREAS FOR LINEAR ROUTING "B-2" DRAINAGE AREA MAP -CUL VERT DRAINAGE AREAS "B-3" DRAINAGE AREA MAP -DRIVEWAY DRAINAGE AREAS "B-4" RATIONAL FORMULAS DRAINAGE AREA CALCULATIONS "C-1" CUL VERT ANALYSIS "C-2" DRIVEWAY PIPE ANALYSIS "C-3" LINEAR ROUTING OF PROPOSED DRAINAGE AREAS "D-1" ROUTING HYDROGRAPHS "D-2" DRAINAGE REPORT ii I FLYING ACE RANCH DRAINAGE REPORT FL YING ACE RANCH INTRODUCTION: The purpose of this report is to study the effects of the development of the Flying Ace Ranch. The parameters used for design and the existing conditions of the on-site area are incorporated to show how the final drainage design will accomplish the desired drainage objectives per the City of College Station Drainage Policy and Design Standards (DPDS.) GENERAL LOCATION AND DESCRIPTION: The 26-acre site is located in southern College Station. The property is located along Rock Prairie Road east of Bird Pond Road. The property is bounded by undeveloped property on all sides. The site is mostly open with gently rolling terrain with an average slope of 1.0% to 2.0%. Most of the property is located in Brazos County within the College Station Extraterritorial Jurisdiction. A small portion of the property along Rock Prairie Road is located in College Station's city limits. FLOOD llAZARD INFORMATION: This property is not in a 100-Year Flood Hazard Area according to the Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas, effective July 2, 1992, prepared by the Federal Emergency Management Agency for the City of College Station (See Exhibit "A"). DRAINAGE REPORT FLYING ACE RANCH PRIMARY DRAINAGE BASIN DESCRIPTION: The site naturally drains to the southeast. A defined drainage swale beginning on the property drains into an existing culvert at Rock Prnirie Road. Drainage from Rock Prairie Road is captured in earthen ditches and conveyed to the existing culvert. Drainage from the site flows into a tributary of Lick Creek. DRAINAGE FACILITY DESIGN: Proposed drainage structure planned for the sites include entrance culverts along Rock Prairie Road and driveway pipes along Flying Ace Circle. Flying Ace Circle will consist of 24' of asphalt pavement with 2.5' deep drainage ditches. Storm water from the site will be captured in the ditches and conveyed to the Rock Prairie Road ditch. To prevent future drainage problems a series of ' drainage diversions will be constructed through the site. Diversion # 1 and #2 will capture storm water from the adjacent property upstream. Diversion #3 will prevent storm water from the project site adversely impact the adjacent property downstream. The diversions convey the storm water to the Rock Prairie Road ditch. A second benefit of the diversions was the increased time of concentration for the proposed condition drainage flow . With the increased time of concentration it can be shown that the post- conditions flow equals the pre-conditions flow . The construction plan Overall Sheet and Exhibit B shows the location of the diversions. Exhibit B consists of four drawings that show the existi.Q.g and proposed conditions drainage areas used for analyzing the pre and post-conditions and culvert sizes. Exluoit C-1 is the rational formula calculations for the areas delineated on the drainage area maps. Exhibit C-2 is the culvert analysis DRAINAGE REPORT FLYING ACE RANCH 2 for the entrance culverts along Rock Prairie Road . Exhibit C-3 is the culvert analysis for the driveway pipes . Exhibit D-1 is the linear routing of the revised drainage patterns compared to the existing condition drainage pattern. Exhibit D-2 is graphical hydrograph of the Exhibit D-1 data. DRAINAGE DESIGN CRITERIA: All drainage design is in accordance with the City DPDS. The design rainstorm is the 10 year event. Flow calculations for all drainage areas are based on the Rational Method. Manning's Roughness Coefficient "n" is 0.014 per the DPDS -for concrete and 0.024 was used for corrugated metal. The DPDS does not specify design guidelines for entrance and driveway culverts. The culverts were designed to convey the 10-year storm. Exhibits C-1 and C-2 analyzed the 5, 10, 25 , 50, and 100-year storm event. The "Top of Road" elevation used in the culvert design represents the highest elevation where water will overtop the driveway or entrance. The "Top of Road" elevation is used to calculate the "Freeboard". CONCLUSION: By use of diversions the post-development flow equals the pre-development flow. The diversions also will convey the 100-year event on site and convey it to the Rock Prairie Road right of way. The drainage design for this site meets the requirements as stated in the City of College Station Drainage Policy and Design Standards. DRAINAGE REPORT FLYING ACE RANCH 3 . ~ ion ~ite Scale: 1" = 1000' 0 ZONE -X EXHIBIT A Flood Insurance Rate Map Excerpt Brazos County. Te xas and Incorporated Areas Mop Numbers: 48041 C0205C Effective Date: July 2. 1992 EXHIBIT 8-l EXISTING CONDITIONS / /J '~~~~ J _]\( ) / V\ J-f ~ ~ c 0 0:: w ...I ...I cc ~ CL. cc LL. w g i:::: I-c (!) 0:: z cc z cc cc w z w 0 :5 ::c ...I ~~ w :E ...I z c 0:: I-~ ~ us w ~ w (!) > >z g §~ w ~ g c 0:: o~ NO. AC. 0.4 0.55 0.9 ft. C1 6.65 6.65 0.00 0.00 2.66 698.0 C2 13.22 12.30 0.00 0.92 5.75 698.0 Ex 54.50 54.50 0.00 0.00 21.80 1014.0 Prop1 38.44 36.26 0.00 2.18 16.47 575.0 Prop2 16.06 16.06 0.00 0.00 6.42 733.0 DWP1,2 1.36 1.17 0.00 0.19 0.64 178.0 DWP3,4,5,6,7,8 4.83 4.19 0.00 0.64 2.25 438.0 DWP9,10,11 2.00 1.55 0.00 0.45 1.03 80.0 EXHIBIT C-1 Rational Formula Drainage Area Calculations FL YING ACES RANCH ~ g ~ ~ LL. 0 0 c ...I ...I z LL. LL. ~ ·:5 0:: ::c 0:: ~ w I-w 8 ~ 0:: ...I ~ (!) ~...I u W...1 ::i z ::i ...I ...I w > cc ~ ii en N 0 LL. (!) ~ (!) ~ 0 ::i !::! a .,, ft. ft. ft. ft/s min min In/Hr cfs In/Hr 10.0 1110.0 6.0 1.1 26.5 26.5 3.75 10.0 4.7 10.0 1516.0 12.0 1.3 28.1 28.1 3.61 20.8 4.5 15.0 1089.0 12.0 1.2 28.4 28.4 3.59 78.2 4.5 7.0 2010.0 20.0 1.5 29.3 29.3 3.52 58.0 4.4 11.0 370.0 4.0 1.1 17.1 17.1 4.84 31.1 6.0 2.0 185.0 0.9 1.0 6.2 6.2 7.67 4.9 9.2 7.0 508.0 2.5 1.1 14.2 14.2 5.34 12.0 6.5 0.8 845.0 4.2 1.3 12.0 12.0 5.82 6.0 7.1 Cl .,, .,, Cl .... .,, N a :!: cs !::! a cfs In/Hr cfs In/Hr cfs 12.4 5.3 14.1 6.1 16.2 25.9 5.1 29.5 5.9 33.9 97.5 5.1 111.2 5.9 127.7 72.4 5.0 82.5 5.8 94.8 38.3 6.7 43.3 7.7 49.6 5.9 10.3 6.6 11.7 7.5 14.7 7.4 16.6 8.4 19.0 7.3 8.0 8.2 9.1 9.4 Cl !!? In/Hr 6.9 6.7 6.7 6.6 8.7 13.3 9.6 10.3 Cl Cl Cl Cl .,, Cl .... a :!: a cfs In/Hr cfs 18.5 7.9 20.9 38.5 7.6 43.7 145.3 7.6 164.6 107.9 7.4 122.3 56.2 9.9 63.4 8.5 14.8 9.5 21.5 10.8 24.3 10.6 11.6 11.9 4/26/00 0004-dra.xls Exhibit C-1 Culvert#1 c Iv u ert Design Crtter1a Culwrt Description Circular Pi pe No . Dual 18" RCP Dia . (ft.) Ploes n 1.50 2 0.014 Culvert Anatyala Calculatlona Total Flow per Crttlcal Normal Design Flow Pipe Depth(ll) Depth Storm (cfs) (cfs) de (ft.) 5 12.40 6 .20 0.95 1.28 10 14.10 7 .05 1.05 1.50 25 16.20 8.10 1.10 1.50 50 18.50 9.25 1.15 1.50 100 20 .90 10.45 1.20 1.50 Elhl • Hwl + ELI ho • TW or (de + 0)12 (Whichever la Greater) lnwrt Outlet Elev. (ELI) Elev. (ELo) (ft.) (ft.) 288 .95 288.62 EXHIBIT C-2 CULVERT ANALYSIS FLYING ACES RANCH Culwrt Top Length Slope of (It) (ft/ft) Road 88 .00 0.0037 291 .07 ELhl ~ ..r== Top of Road ~ELho tHW i z-.;--------~ H _Jf--~------~ ELI Proposed Culwrt ~ - - - --'--_ ELo Outfall Channel Desl!m Crtter1a Lt. Side Rt. Side Bottom Slope Slope Slope Width n ke I IMtl (?:1) 1?:1) (ft.) 0.50 I 0.0100 4 .00 4.00 0.00 0.024 HEADWATER CALCULATIONS Control Type Outlet INLET CONTROL HWllD HWI ELhl 0.98 1.47 290.42 1.08 1.61 290 .56 1.19 1.79 290 .74 1.27 1.91 290 .86 1.42 2.13 291 .08 H = [1 +ke+((29.(n'2)"LYR'1 .33)J"((V'2)12g) ELho • ELo + H + ho OUTLET CONTROL TW de (de+ Dl/2 ho 0.71 0.95 1.23 1.23 0.75 1.05 1.28 1.28 0.78 1.10 1.30 1.30 0.82 1.15 1.33 1.33 0.87 1.20 1.35 1.35 HW H ELho Elev. 0.64 290.48 290 .48 0.83 290.72 290 .72 1.09 291 .01 291 .01 1.42 291 .37 291 .37 1.82 291 .79 291 .79 of Velocity Control (fDsl Outlet 5.25 Outlet 5.34 Outlet 5.83 Outlet 6.36 Outlet 6 .90 Freeboard (It) 0.59 0.35 0.06 -0 .30 -0 .72 4124/00 0004-cul 1.xls Exhlb itC-2 Culvert#2 Culvert Dulan Criteria Culvert Description Circular Pipe No . Dual 24" RCP Dia . (ft.) Ploes n 2.00 2 0 .014 Culvert Analvsla Calculations Total Flow per Critical Normal Design Flow Pipe Depth(ft.) Depth Storm (cfll) (cfll) de (fl) 5 25 .90 12 .95 1.30 2 .00 j0 29.50 14 .75 1.40 2 .00 25 33 .90 16.95 1.50 2.00 50 38 .50 19 .25 1.55 2.00 100 43 .70 21.85 1.70 2.00 Elhl = Hw l + EL I ho = TW or (de + Dy.2 (Whichever is Greeter) Invert Outlet Elev. (ELI) Elev. (ELo) (ft.) (ft.) 282.09 281 .83 EXHIBITC-2 CULVERT ANALYSIS FLYING ACES RANCH Culvert Top Length Slope of (ft.l (ft/ft) Road 88 .00 0.0030 284 .98 ELhl~ ~ TopofRoad ~ELho t HWI ~. D - - - - - - --~ H _)f--~------M ELI Proposed Culvert ~ - - - --'-_ ELo Outfall Channel Desi n Criteria Lt. Side Rt. Side Bottom Slope Slope Slope Width n ke I Mt ?:1 ?:1 ft. 0.50 I 0.0100 4.00 4.00 0.00 0.024 HEADWATER CALCULATIONS Control Type Outlet INLET CONTROL HWi/D HWI ELhl 0.99 1.99 284 .08 1.09 2.18 284 .27 1.21 2.42 284 .51 1.29 2 .57 284 .88 1.45 2 .89 284 .98 H = [1 +ke+((29•(n'2)'L)IR'1 .33)J"((v"2y:2g) Elho = Elo + H + ho OUTLET CONTROL M de Ide+ Dl/2 ho 0.94 1.30 1.65 1.65 0.98 1.40 1.70 1.70 1.03 1.50 1.75 1.75 1.09 1.55 1.78 1.78 1.14 1.70 1.85 1.85 HW H ELho Elev. 0.73 284.21 284 .21 0.94 284 .47 284 .47 1.25 284 .83 284 .63 1.61 285 .21 285 .21 2 .07 285 .75 285 .75 of Velocity Control (fps) Outlet 5.99 Outlet 6.28 Ou11et 6.71 Outlet 7.37 Outlet 7.68 Freeboard (ft.) 0.77 0.51 0.15 -0 .23 -0 .77 4/24/00 0004-cul2 .xls Exh ibitC-2 Driveway Pipe #1,2 C Iv D I Crtt rt u ert HIOn e a Culvert Description Circular Pipe No . 18" CMP Dia. (ft.) Ploes n 1.50 1 0.024 Culvert Anatvala Calculation• Total Flow per Critical Normal Design Flow Pipe Depth(ft.) Depth Storm (cfs) (cfs) de (ft.) 5 5.90 5.90 0.95 1.50 10 6 .60 6 .60 1.05 1.50 25 7 .50 7.50 1.10 1.50 50 8.50 6.50 1.15 1.50 100 9.50 9.50 1.20 1.50 Elhl = Hwl + ELI ho "' TW or (de + DY2 (Whichever Is Greater) EXHIBITC-3 DRIVEWAY PIPE ANALYSIS FL YING ACES RANCH ELhl ~ ,_..== Top of Road ~ IHW I ::ro::::::---~~ ELI _Jf Proposed Culvert :_;::;,,-- - - --"\,___ ELo Outfall Channel Deslan Crtterta Invert Outlet Culvert Top Lt. Side Rt. Side Bottom Elev. (ELI) Elev. (ELo) Length Slope of Slope Slope Slope Width n (ft.) (ft.) (ft.) (ft/ft) Road ke I (ft/ft) (?:1) (?:1) (ft.) 287 .74 287 .58 32.00 0.0050 290.29 0.50 I 0 .0050 5.00 4 .00 0.00 0.024 HEADWATER CALCULATIONS Control Type Outlet INLET CONTROL HWl/D HWi ELhl 0.97 1.45 289.19 1.05 1.57 289 .31 1.14 1.71 269 .45 1.25 1.67 289 .61 1.64 2.46 290.20 H = J1+ke+((29.(n"2)"l)IR'1 .33)J•((V'2Y2g) ELho = ELo + H + ho OUTLET CONTROL TW de (de+ Dl/2 ho 0.76 0.95 1.23 1.23 0.79 1.05 1.28 1.26 0.83 1.10 1.30 1.30 0.87 1.15 1.33 1.33 0.91 1.20 1.35 1.35 HW H EL ho Elev. 0.60 269 .41 269 .41 0.75 269.61 269 .61 0.97 269.65 269 .65 1.25 290 .15 290 .15 1.56 290 .49 290.49 of Control Outlet Outlet Outlet Outlet Outlet Velocity Freeboard (fos) (fl) 5.00 0.66 5.00 0.66 5.40 0.44 5.85 0.14 6.27 -0.20 4/24/00 0004-dwp1-2 .xls ExhibitC-3 Driveway Pi pe #3,4,5,6,7,8 c ulvert Dnlgn Crtterl1 Culvert Descripti on Circular Pipe No. 24" CMP Dia. (ft.) Pioes n 2.00 1 0.024 Culvert An1lv1l1 Calculltlona Total Flow per Cri ti cal Normal Design Flow Pipe Depth(ft.) Depth Storm (cfs) (cfs) de (ft.) 5 14.70 14.70 1.40 2.00 10 16.60 18.80 1.50 2.00 25 19.00 19.00 1.55 2.00 50 21 .50 21 .50 1.70 2.00 100 24 .30 24.30 1.75 2.00 Elhl " Hw l + ELI ho = TW or (de + DY2 (Whichever la Greater) EXHIBIT C-3 DRIVEWAY PIPE ANALYSIS FLYING ACES RANCH ELh l -...r:: Top of Road ~ ~-1-H_w_1 -z:=F--------~~ ELI _!'--P r o~s: ~l =rt ~ - - - --'----TW ELo 0 tf II Ch u a Invert Outlet Cu lvert Top Elev. (E li) Elev. (ELo) Length Slope of Slope (ft.) (ft.) (ft.) (Mt) Road ke I (Mt) 284.05 283 .89 32.00 0.0050 288.85 0.50 I 0.0050 HEADWATER CALCULATIONS INLET CONTROL HWi/D HWI ELh i 1.10 2 .21 288.26 1.20 2.41 286 .46 1.60 3.19 287 .24 1.83 3.87 287 .72 2.13 4 .27 288.32 H = [1+ke+((29*(n"2)"L)IR'1 .33)J *((v"2 Y2g) Elho " Elo + H + ho TW 1.07 1.12 1.18 1.23 1.29 OUTLET CONTROL de (de+ Dl/2 ho 1.40 1.70 1.70 1.50 1.75 1.75 1.55 1.78 1.78 1.70 1.85 1.85 1.75 1.88 1.88 anne ID I Crl rl es1an te a Lt. Side Rt. Side Bottom Slope Slope W idth (?:1) (?:1) (ft.) 5.00 4 .00 0.00 Control HW H EL ho Elev. 0.97 288 .56 286 .56 1.23 286 .87 288 .87 1.62 287 .28 287 .28 2.07 287 .81 287 .81 2.64 288 .41 288 .41 n 0.024 Type of Control Outlet Outlet Outlet Outlet Ou11et Outlet Velocity Freeboard (fps) (ft.) 8.26 0.29 6.57 -0 .02 7 .27 -0.43 7.55 -0 .98 8.34 -1.58 4/24 /00 0004-dwp3-4-5-6-7-8 .xls Exh lbltC-3 Driveway Pipe #9, 10, 11 C Iv Desi Crtt ri u ert 1an e a Culvert Description Circular Pipe No. 18" CMP Dia . (ft.\ Pioes n 1.50 1 0.024 Culvert Analvtlt Calculatlont Total Flow per Critical Normal Design Flow Pipe Depth(ft.) Depth Storm (cfs) (cfs) de (ft.) 5 7 .30 7.30 1.05 1.50 10 8.20 8.20 1.10 1.50 25 9.40 9.40 1.15 1.50 50 10.60 10.60 1.25 1.50 100 11 .90 11 .90 1.30 1.50 EL.hi z Hw l + ELI ho = TW or (de + DY2 (Whlchewr Is Greater) EXHIBITC-3 DRIVEWAY PIPE ANALYSIS FL YING ACES RANCH ELhl ~ _..-== Top of Road ~ELho lHWI ~.0 --------~ H _)f--~----rn ELI Proposed Culvert~ - - - --'--_ Outfall Channel Desi n Criteria Invert Outlet Culvert Top Lt. Side Rt. Side Bottom Elev. (ELI) Elev. (ELo) Length Slope of Slope Slope Slope Width n (ft.) (ft.) (ft.) (ft/ft) Road ke I ft/ft ?:1 ?:1 ft. 284 .05 283 .89 32 .00 0.0050 286 .85 0 .50 I 0.0050 5 .00 4.00 0.00 0.024 HEADWATER CALCULATIONS Control Type INLET CONTROL HWl/D HWi Elhl 1.12 1.68 285.73 1.22 1.82 285 .87 1.62 2.43 286 .48 1.86 2.79 286 .84 2.15 3.22 287 .27 H = [1+ke+((29.(n"2)"LYR•1 .33)J"((v"2Y2g) EL.ho = Elo + H + ho rn de 0.82 1.05 0.86 1.10 0.90 1.15 0.94 1.25 0.99 1.30 OUTLET CONTROL HW of (de+ D)/2 ho H ELho Elev. Control 1.26 1.28 0.92 286.09 286 .09 Outlet 1.30 1.30 1.16 286 .35 286 .35 Outlet 1.33 1.33 1.53 286 .74 286 .74 Outlet 1.38 1.38 1.94 287 .21 287 .21 Outlet 1.40 1.40 2.45 287.74 287 .74 Outlet ELo Outlet Velocity Freeboard (fps) (ft.) 5.53 0.76 5.90 0.50 6.47 0.11 6.74 -0.36 7 .31 -0.89 4/24/00 0004-dwp9-10-11 .x!s Exh lbitC-3 0.00 Indicates lnilal condition EXHIBIT "D-1" LINEAR ROUTING OF PROPOSED DRAINAGE AREAS FLYING ACES RANCH EVENT• -~-··· ' -D.A. # D.A.# D.A. # .. z:; 0 0.. ... Cl f .. e ... -' fl -' i!!: D. ~o <( .... 0.. .... !l ~ I! I! e g: .. e~ a.. a.. ... IUD 72.4 38.3 97.6 Tc 29.3 17.1 211.4 Inc Time eta eta eta ds ds 0.0 0.0 0.0 0.00 0.0 0.00 1.0 2.5 2.2 4.71 3.4 3.44 2.0 4.9 4.5 9.42 6.9 6.87 3.0 7.4 6.7 14.13 10.3 10.31 4.0 9.9 9.0 18.85 13.7 13.74 5.0 12.4 11.2 23.56 17.2 17.18 6.0 14.8 13.4 28.27 20.6 20.61 7.0 17.3 15.7 32.96 24.0 24.05 8.0 19.8 17.9 37.69 27.5 27.48 9.0 22.3 20.1 42.40 30.9 30.92 10.0 24.7 22.4 47.12 34.4 34.35 11.0 27.2 24.6 51.83 37.8 37.79 12.0 29.7 26.9 56.54 41.2 41.22 13.0 32.2 29.1 61.25 44.7 44.66 14.0 34.6 31.3 65.96 48.1 48.09 15.0 37.1 33.6 70.67 51.5 51.53 16.0 39.6 35.8 75.39 55.0 54.96 17.0 42.1 38.0 80.10 58.4 58.40 18.0 44.5 37.3 81.81 81.8 61.83 19.0 47.0 36.2 83.17 65.3 65.27 20.0 49.5 35.1 84.52 68.7 68.70 21.0 51.9 33.9 85.88 72.1 72.14 22.0 54.4 32.8 67.23 75.6 75.57 23.0 56.9 31.7 88.59 79.0 79.01 24.0 59.4 30.6 89.94 82.4 82.45 25.0 61.8 29.5 91.30 85.9 85.88 26.0 64.3 28.3 92.65 89.3 89.32 27.0 66.8 27.2 94.01 92.8 92.75 28.0 69.3 26.1 95.36 96.2 96.19 29.0 71.7 25.0 98.72 96.5 96.50 30.0 71.4 23.9 95.30 94.8 94.79 31.0 70.2 22.7 92.94 93.1 93.07 32.0 89.0 21.6 90.58 91.4 91.35 33.0 67.7 20.5 88.23 89.6 89.63 34.0 66.5 19.4 85.67 87.9 87.92 35.0 65.3 18.3 83.52 88.2 86.20 36.0 64.0 17.1 81.16 84.5 84.48 37.0 62.8 16.0 78.81 82.8 82.76 38.0 61.5 14.9 78.45 81.0 81.05 39.0 60.3 13.8 74.09 79.3 79.33 40.0 59.1 12.7 71.74 77.6 77.61 41.0 57.8 11.8 69.38 75.9 75.89 42.0 56.6 10.4 67.03 74.2 74.18 43.0 55.4 9.3 64.67 72.5 72.46 44.0 54.1 8.2 62.31 70.7 70.74 45.0 52.9 7.1 59.96 69.0 69.02 46.0 51.6 6.0 57.60 67.3 67.31 47.0 50.4 4.8 55.25 65.6 65.59 48.0 49.2 3.7 52.89 63.9 63.67 49.0 47.9 2.6 50.54 62.2 62.15 50.0 46.7 1.5 48.18 60.4 60.44 51.0 45.5 0.4 45.82 58.7 58.72 52.0 44.2 0.0 44.23 57.0 57.00 53.0 43.0 0.0 42.99 55.3 55.28 54.0 41.8 0.0 41.75 53.6 53.56 55.0 40.5 0.0 40.52 51.8 51.85 56.0 39.3 0.0 39.28 50.1 50.13 57.0 38.0 0.0 38.04 48.4 48.41 58.0 36.8 0.0 36.80 46.7 46.69 59.0 35.6 0.0 35.57 45.0 44.98 60.0 34.3 0.0 34.33 43.3 43.26 61.0 33.1 0.0 33.09 41.5 41.54 62.0 31.9 0.0 31.86 39.8 39.82 83.0 30.6 0.0 30.62 38.1 38.11 64.0 29.4 0.0 29.38 36.4 36.39 PEAK FLOWS 72 31 fT fT I fT 0004-«a.ldl Elchibll ().1 0.00 Indicates lnltal condition EXHIBIT "D-1" LINEAR ROUTING OF PROPOSED DRAINAGE AREAS FL YING ACES RANCH EVENT• 10 D.A.# D.A. # D.A. # .. z: 0 a. w Cl I! ... "' .. _, ~ ..J~ I! a. <( .... a. ;!: 0 .... !! ~ I! I! 0"' " ~~ 0.. Q. .... Q. w 1un 82.5 43.3 111.2 Tc 29.3 17.1 28.4 Inc nme c:fa c:fa c:fa ds cfs 0.0 0.0 0.0 0.00 0.0 0.00 1.0 2.6 2.5 5.35 3.9 3.91 2.0 5.6 5.1 10.70 7.6 7.63 3.0 6.5 7.6 16.05 11.7 11.74 4.0 11.3 10.1 21.40 15.7 15.66 5.0 14.1 12.7 26.75 19.6 19.57 6.0 16.9 15.2 32.10 23.5 23.49 7.0 19.7 17.7 37.45 27.4 27.40 6.0 22.6 20.2 42.80 31.3 31.32 9.0 25.4 22.6 46.15 35.2 35.23 10.0 26.2 25.3 53.50 39.1 39.15 11.0 31.0 27.6 56.65 43.1 43.06 12.0 33.6 30.4 64.20 47.0 46.96 13.0 36.7 32.9 69.56 50.9 50.69 14.0 39.5 35.4 74.91 54.6 54.61 15.0 42.3 36.0 80.26 56.7 56.72 16.0 45.1 40.5 65.61 62.6 62.64 17.0 47.9 43.0 90.96 66.6 86.55 16.0 50.6 42.2 92.92 70.5 70.47 19.0 53.6 40.9 94.46 74.4 74.36 20.0 56.4 39.6 96.03 78.3 78.29 21.0 59.2 36.4 97.59 82.2 82.21 22.0 62.0 37.1 99.14 86.1 86.12 23.0 64.9 35.6 100.70 90.0 90.04 24.0 67.7 34.6 102.25 94.0 93.95 25.0 70.5 33.3 103.81 97.9 97.87 26.0 73.3 32.0 105.36 101.6 101.78 27.0 76.2 30.8 106.92 105.7 105.70 26.0 79.0 29.5 108.47 109.6 109.61 29.0 81.8 28.2 110.03 110.0 109.96 30.0 BU 27.0 108.42 108.0 108.02 31.0 80.0 25.7 105.75 108.1 106.06 32.0 78.6 24.4 103.07 104.1 104.10 33.0 77.2 23.2 100.40 102.1 102.15 34.0 75.8 21.9 97.72 100.2 100.19 35.0 74.4 20.6 95.05 96.2 96.23 36.0 73.0 19.4 92.37 96.3 96.27 37.0 71.6 18.1 69.70 94.3 94.32 38.0 70.2 16.9 87.02 92.4 92.36 39.0 68.8 15.6 64.35 90.4 90.40 40.0 67.3 14.3 61.67 88.4 88.45 41.0 65.9 13.1 78.99 86.5 86.49 42.0 64.5 11.8 78.32 84.5 64.53 43.0 63.1 10.5 73.64 82.6 82.57 44.0 61.7 9.3 70.97 80.6 80.62 45.0 60.3 8.0 68.29 78.7 78.86 46.0 56.9 6.7 65.62 78.7 76.70 47.0 57.5 5.5 62.94 74.7 74.74 46.0 56.1 4.2 60.27 72.6 72.79 49.0 54.7 29 57.59 70.8 70.83 50.0 53.2 1.7 54.92 68.9 66.67 51.0 51.6 0.4 5224 66.9 66.91 52.0 50.4 0.0 50.42 65.0 64.96 53.0 49.0 0.0 49.01 63.0 63.00 54.0 47.6 0.0 47.60 61.0 61.04 55.0 46.2 0.0 46.19 59.1 59.08 56.0 44.6 0.0 44.78 57.1 57.13 57.0 43.4 0.0 43.37 55.2 55.17 56.0 420 0.0 41.96 53.2 53.21 59.0 40.6 0.0 40.55 51.3 51.26 60.0 39.1 0.0 39.14 49.3 49.30 61.0 37.7 0.0 37.73 47.3 47.34 62.0 36.3 0.0 36.32 45.4 45.38 63.0 34.9 0.0 34.91 43.4 43.43 64.0 33.5 0.0 33.50 41.5 41.47 PEAK FLOWS 82 43 110 110 I 110 0004-<lra.Jds Elchibit ().1 o. 00 Indicates lnital condition EXHIBIT "D-1" LINEAR ROUTING OF PROPOSED DRAINAGE AREAS FL YING ACES RANCH EVENT• -----26 --D.A. # D.A.# D.A. # .. .c 0 0. w 0 I! .. ~ ... ..J ~ _..:!!; Q. <( .... 0. ;! 0 .... !? ~ I! I! oa.: .. e~ ... ... ....... w :ln 94.8 49.6 127.7 Tc 29.3 17.1 28.4 Inc Time cfs cfs eta ds ds 0.0 0.0 0.0 0.00 0.0 0.00 1.0 3.2 2.9 6.14 4.5 4.50 2.0 6.5 5.8 12.28 9.0 9.00 3.0 9.7 8.7 18.42 13.5 13.50 4.0 13.0 11.6 24.56 18.0 18.00 5.0 16.2 14.5 30.70 22.5 22.49 6.0 19.5 17.4 36.84 27.0 26.99 7.0 22.7 20.3 42.96 31.5 31.49 8.0 25.9 23.2 49.12 36.0 35.99 9.0 29.2 26.1 55.26 40.5 40.49 10.0 32.4 29.0 61.40 45.0 44.99 11.0 35.7 31.9 67.54 49.5 49.49 12.0 38.9 34.8 73.68 54.0 53.99 13.0 42.1 37.7 79.82 58.5 58.49 14.0 45.4 40.6 85.96 63.0 62.96 15.0 48.6 43.5 92.10 67.5 67.48 16.0 51.9 46.4 96.24 72.0 71.96 17.0 55.1 49.3 104.38 76.5 76.48 18.0 58.4 48.3 106.64 81.0 80.96 19.0 61.6 46.8 106.43 85.5 85.48 20.0 64.8 45.4 110.22 90.0 89.96 21.0 68.1 43.9 112.02 94.5 94.48 22.0 71.3 42.5 113.81 99.0 96.96 23.0 74.6 41.0 115.60 103.5 103.47 24.0 77.8 39.6 117.40 106.0 107.97 25.0 81.0 38.1 119.19 112.5 112.47 26.0 84.3 36.7 120.96 117.0 116.97 27.0 67.5 35.2 122.77 121.5 121.47 28.0 90.8 33.8 124.57 126.0 125.97 29.0 94.0 32.3 126.36 126.4 126.39 30.0 93.6 30.9 124.52 124.1 124.14 31.0 92.0 29.4 121.45 121.9 121.69 32.0 90.4 28.0 118.38 119.6 119.64 33.0 86.8 26.5 115.31 117.4 117.39 34.0 87.1 25.1 112.24 115.1 115.14 35.0 85.5 23.7 109.17 112.9 112.69 36.0 83.9 22.2 106.10 110.6 110.64 37.0 82.3 20.8 103.03 106.4 106.39 38.0 80.7 19.3 99.96 106.1 106.14 39.0 79.0 17.9 96.69 103.9 103.69 40.0 77.4 16.4 93.82 101.6 101.64 41.0 75.8 15.0 90.75 99.4 99.39 42.0 74.2 13.5 87.68 97.1 97.14 43.0 72.5 12.1 84.61 94.9 94.89 44.0 70.9 10.6 81.54 92.6 92.84 45.0 69.3 9.2 78.47 90.4 90.40 46.0 67.7 7.7 75.40 86.1 86.15 47.0 68.1 6.3 72.33 85.9 85.90 48.0 64.4 4.8 89.26 83.6 83.65 49.0 62.8 3.4 66.19 81.-4 81.40 50.0 61.2 1.9 63.12 79.1 79.15 51.0 59.6 0.5 60.05 76.9 76.90 52.0 58.0 0.0 57.96 74.6 74.65 53.0 56.3 0.0 56.34 72.4 72.40 54.0 54.7 0.0 54.72 70.2 70.15 55.0 53.1 0.0 53.10 67.9 67.90 56.0 51.5 0.0 51.48 65.7 65.65 57.0 <49.9 0.0 49.86 63.4 63.40 58.0 48.2 0.0 48.24 61.2 61.15 59.0 46.6 0.0 46.61 58.9 58.90 60.0 45.0 0.0 44.99 56.7 56.65 61.0 43.4 0.0 43.37 54.4 54.40 62.0 41.6 0.0 41.75 52.2 52.15 63.0 40.1 0.0 40.13 49.9 49.91 64.0 38.5 0.0 38.51 47.7 47.66 PEAK FLOWS I M 49 121 121 I 121 0004-<lnuda E.>dlibit0-1 O. 00 Indicates inltal condition EXHIBIT "D-1" LINEAR ROUTING OF PROPOSED DRAINAGE AREAS FL YING ACES RANCH EVENT• 60 D.A. # D.A. # D.A. # .. .c 0 Q. w Cl I! ., ~ ~ ... _, ~ _, ii!: < ..... Q. Q. j5 0 ..... !!! 1: I! I! OA< ill g:;j .... .... ......... Oo 107.9 '6.2 145.3 Tc 29.3 17.1 28.4 Inc Time eta eta eta ds ds 0.0 0.0 0.0 0.00 0.0 0.00 1.0 3.7 3.3 6.97 5.1 5.12 2.0 7.4 6.6 13.95 10.2 10.23 3.0 11.1 9.9 20.92 15.4 15.35 4.0 14.8 13.1 27.90 20.5 20.47 5.0 18.4 16.4 34.87 25.8 25.59 6.0 22.1 19.7 41.84 30.7 30.70 7.0 25.8 23.0 48.82 35.8 35.82 ao 29.5 26.3 55.79 40.9 40.94 9.0 33.2 29.6 62.78 46.1 46.06 10.0 36.9 32.9 69.74 51.2 51.17 11.0 40.6 36.1 78.71 56.3 56.29 12.0 44.3 39.4 83.69 81.4 61.41 13.0 47.9 42.7 90.1!6 1!6.5 1!6.53 14.0 51.6 46.0 97.63 71.6 71.84 15.0 55.3 49.3 104.61 78.8 78.78 16.0 59.0 52.6 111.58 81.9 81.88 17.0 62.7 55.9 118.56 87.0 1!6.99 18.0 66.4 54.7 121.13 92.1 92.11 19.0 70.1 53.1 123.18 97.2 97.23 20.0 73.8 51.5 125.22 102.3 102.35 21.0 77.5 49.8 127.27 107.5 107.46 22.0 81.1 48.2 129.31 112.6 112.58 23.0 84.8 46.5 131.38 117.7 117.70 24.0 88.5 44.9 133.40 122.8 122.82 25.0 92.2 43.2 135.45 127.9 127.93 26.0 95.9 41.6 137.50 133.1 133.05 27.0 99.6 40.0 139.54 138.2 138.17 28.0 103.3 38.3 141.59 143.3 143.29 29.0 107.0 36.7 143.63 143.8 143.78 30.0 106.5 35.0 141.54 141.2 141.20 31.0 104.7 33.4 138.08 138.6 138.84 32.0 102.8 31.7 134.57 136.1 136.08 33.0 101.0 30.1 131.08 133.5 133.53 34.0 99.1 28.5 127.59 131.0 130.97 35.0 97.3 26.8 124.11 128.4 128.41 36.0 95.4 25.2 120.62 125.8 125.85 37.0 93.6 23.5 117.13 123.3 123.29 38.0 91.8 21.9 113.65 120.7 120.73 39.0 89.9 20.2 110.16 118.2 118.17 40.0 88.1 18.6 108.67 115.6 115.62 41.0 86.2 17.0 103.19 113.1 113.08 42.0 84.4 15.3 99.70 110.5 110.50 43.0 82.5 13.7 96.21 107.9 107.94 44.0 80.7 12.0 92.n 105.4 105.38 45.0 78.9 10.4 89.24 102.8 102.82 46.0 77.0 8.7 85.75 100.3 100.26 47.0 75.2 7.1 82.26 97.7 97.70 48.0 73.3 5.5 78.78 95.1 95.15 49.0 71.5 3.8 75.29 92.6 92.59 50.0 69.6 2.2 71.80 90.0 90.03 51.0 67.8 0.5 6&32 87.5 87.47 52.0 65.9 0.0 65.94 84.9 84.91 53.0 84.1 0.0 84.10 82.4 82.35 54.0 62.3 0.0 62.25 79.8 79.79 55.0 60.4 0.0 80.41 77.2 77.24 56.0 58.6 0.0 58.57 74.7 74.68 57.0 56.7 0.0 56.n 72.1 n.12 58.0 54.9 0.0 54.88 69.6 69.56 59.0 53.0 0.0 53.03 87.0 67.00 60.0 51.2 0.0 51.19 84.4 84.44 61.0 49.3 0.0 49.34 61.9 61.88 82.0 47.5 0.0 47.50 59.3 59.32 83.0 45.7 0.0 45.86 58.8 56.77 64.0 43.8 0.0 43.81 542 54.21 PEAK FLOWS I 107 '6 144 144 I 144 0004-<tra.Jds Elihibit ()..1 0.00 lndlcalas lnllal condition EXHIBIT "D-1" LINEAR ROUTING OF PROPOSED DRAINAGE AREAS Fl YING ACES RANCH EVENT• 100 D.A. # D.A. # D.A. # .. .c 0 "-... 0 I! .. ~ ... _, ~ _, :!!: D. ~o <( ,_ "-,_ !1 I-I! I! 2 g: " 2~ a.. a.. ... UD 122.3 63.4 1&U Tc 29.3 17.1 28.4 Inc Time eta eta eta ds ds 0.0 0.0 0.0 0.00 0.0 0.00 1.0 4.2 3.7 7.89 5.8 5.80 2.0 8.4 7.4 15.77 11.6 11.60 3.0 12.5 11.1 23.66 17.4 17.39 4.0 16.7 14.8 31.55 23.2 23.19 5.a 20.9 18.5 39.43 29.a 28.99 6.a 25.1 22.2 47.32 34.8 34.79 7.a 29.3 25.9 55.20 40.6 40.59 8.a 33.4 29.7 63.09 46.4 46.38 9.a 37.6 33.4 7a.98 52.2 52.18 1a.a 41.8 37.1 78.86 58.a 57.98 11.0 48.a 40.8 86.75 63.8 63.78 12.a 50.2 44.5 94.64 69.6 69.58 13.a 54.3 48.2 102.52 75.4 75.37 14.a 58.5 51.9 11a.41 81.2 81.17 15.a 62.7 55.6 118.30 87.a 86.97 16.a 66.9 59.3 126.18 92.8 92.77 17.a 71.1 63.a 134.07 96.6 98.57 18.0 75.2 61.8 136.99 104.4 104.36 19.a 79.4 59.9 139.32 11a.2 11a.16 20.a 83.6 58.a 141.65 116.a 115.96 21.a 87.8 56.2 143.97 121.8 121.78 22.a 92.a 54.3 146.30 127.6 127.56 23.a 96.1 52.5 148.63 133.4 133.35 24.a 100.3 50.6 150.95 139.2 139.15 25.a 104.5 48.8 153.28 144.9 144.95 26.a 108.7 46.9 155.61 150.7 150.75 27.a 112.9 45.1 157.93 156.5 156.55 28.a 117.a 43.2 160.26 162.3 162.34 29.a 121.2 41.4 162.59 162.9 162.88 30.a 120.7 39.5 160.23 160.a 159.96 31.a 118.6 37.7 156.29 157.1 157.08 32.a 116.5 35.8 152.34 154.2 154.19 33.a 114.4 34.a 148.40 151.3 151.29 34.a 112.4 32.1 144.46 148.4 148.39 35.a 11a.3 30.2 140.51 145.5 145.49 36.a 108.2 28.4 136.57 142.6 142.59 37.a 106.1 26.5 132.63 139.7 139.69 38.0 104.a 24.7 128.68 136.8 136.79 39.a 1a1.9 22.8 124.74 133.9 133.89 40.a 99.8 21.a 120.80 131.a 130.99 41.a 97.7 19.1 116.85 128.1 128.09 42.a 95.6 17.3 112.91 125.2 125.20 43.a 93.5 15.4 108.97 122.3 122.30 44.a 91.5 13.6 105.02 119.4 119.40 45.a 89.4 11.7 101.08 116.5 116.50 46.a 87.3 9.9 97.14 113.6 113.60 47.a 85.2 8.a 93.19 11a.7 11a.70 48.a 83.1 6.2 89.25 107.8 1a7.80 49.a 81.a 4.3 85.31 104.9 104.90 50.a 78.9 2.5 81.36 102.a 102.00 51.a 76.8 a.6 77.42 99.1 99.1a 52.a 74.7 a.a 74.73 96.2 96.21 53.a 72.6 a.a 72.64 93.3 93.31 54.a 70.6 a.a 7a.55 90.4 90.41 55.a 68.5 a.a 68.46 87.5 87.51 56.a 86.4 0.0 86.37 84.6 84.61 57.0 64.3 0.0 64.28 81.7 81.71 58.a 62.2 0.0 62.19 78.8 78.81 59.0 60.1 0.0 60.10 75.9 75.91 60.0 58.0 0.0 58.01 73.0 73.01 61.0 55.9 0.0 55.92 70.1 70.11 62.0 53.8 0.0 53.83 67.2 67.22 63.0 51.7 0.0 51.74 64.3 64.32 64.0 49.7 0.0 49.65 61.4 61.42 PEAK FLOWS 121 63 113 163 I 163 CXJ04.<lra. >d I Ellhlblt D-1 FL YING ACES RANCH 5 Year Event Hydrograph 120 .00 ...----------------------------------------. 100 .00 80 .00 - i 60 .00 a 40 .00 20 .00 0 .00 -1'------+------+------+------+-------P---------1-----~ 0.00 10 .00 20 .00 30 .00 40.00 50 .00 60 .00 70.00 Tlme(mln.) --Prop1 --Prop2 --TOTAL PROPOSED - - -Ex 4127100 Exhibit D-2 FL YING ACES RANCH 10 Year Event Hydrograph 120.00 -......------------------------------------. 100.00 - 80 .00 - ~ 60 .00 a 40 .00 20 .00 0 .00 +-----+------+------+------+-------+=-----+-----~ 0 .00 10.00 20 .00 30 .00 40 .00 50 .00 60 .00 70.00 Tlme(m l n.) --Prop1 --Prop2 --TOTAL PROPOSED ---Ex 4127100 Exhibit D-2 FL YING ACES RANCH 25 Year Event Hydrograph 140.00 ,.----------------------------------------. 120.00 100 .00 80.00 - 60 .00 40 .00 20 .00 0 .00 -!'------+------+----___,-----+------+"-----+-------4 0 .00 10.00 20.00 30.00 40.00 50.00 60 .00 70.00 Tlme(mln.) --Prop1 --Prop2 --TOTAL PROPOSED ---Ex 4127100 Exhibit D-2 FL YING ACES RANCH 50 Year Event Hydrograph 160.00 -.----------------------------------------. 140 .00 120 .00 100 .00 ~ ~ 80 .00 - a 60 .00 40 .00 - 20 .00 0 .00~-----+-------+-----f------+-----~--~~~--+-------' 0 .00 10.00 20 .00 30 .00 40.00 50 .00 60 .00 70.00 Time (min.) --Prop1 --Prop2 --TOTAL PROPOSED ---Ex 4127100 Exh ibit D-2 FL YING ACES RANCH 100 Year Event Hydrograph 180.00 ..----------------------------------------. 160.00 140.00 120.00 100.00 80.00 60.00 40 .00 20 .00 0 .00 ~-----+------+-----___,------+-----~-----+--------! 0 .00 10 .00 20 .00 30.00 40.00 50.00 60.00 70.00 Time(mln.) --Prop1 --Prop2 --TOTAL PROPOSED ---Ex 4127100 Exhibit D-2 FOR OFFICE USE ONLY CASE NO.: . ....,-r=-=~- DATE SUBMTITED: 0 SUBMITTAL CHECKED BY: PERMIT TO CONSTRUCT ACCESS DRIVEWAY FACILITIES ON CITY OF COLLEGE STATION RIGHT-OF-WAY TO: Mr. Mi ke Jones 500 I Rock PrciJ..r'1 ~ \'Zd. MAD I SON CX)NSTRITCJ'TON CDBP 16 40 Briaracrest Dr ., Suit e 125 Bryan, TX 77802 Dear Sir or Madam: The City of College Station hereby authorizes the construction on public right-of-way for development of access to your property which abuts Rock Prai rie Road provided you agree to and comply with the following conditions : 1. Design of facilities shall be as follows and /or as shown on sketch: See a t tached s ketch/pl ans t Maintenance of facilities constructed hereunder shall be the responsibility of the property owner, and the City reserves the right to acquire any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the public right-of-way. Changes in design will be made only with approval of the City Engineer. 3 . The owner shall hold harmless the City and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of the permit. The City of College Station will assist as follows : This permit shall not be valid until owner signs the statement in which he agrees to comply with the conditions he rein . The City Engineer should be contacted at least twenty-four (24) hours before beginning the work authorized by this permit. =~~£ City oic~st~ Engineer Date: ~~"'--"'~~-=--'ti/-- ~ (We), the undersigned, hereby agree to accept and comply with the terms and conditions set out in this permit .-or construction of access driveway facilities on public right-of-way. Signed : f ~4 Aca RllM.d.. 4 t uu!l~Date l.f-U -<il CS ACCESS PERMIT ACCESS .DOC 3n5199 1 of2 ( Access Driveway Regulations The State Highway and Public Transportation Commission, in recognition of its responsibilities for the safety and utility of public highways under its jurisdiction, has directed ·the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled ":Regulations for Access Driveways to State Highway'' was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities . Sketch of Installation FOR CDNSTRUCTION DEI'AILS, SEE A'ITACHED SKEI'CH AND CDNSTRUCTION PLANS CS ACCESS PERMIT ACCESS .DOC JflS/99 2of2 FOR OFFICE USE ONLY CASE NO.: ___ _ DATE SUBMI'ITED: ___ _ SUBMfITAL CHECKED BY: PERMIT TO CONSTRUCT ACCESS DRIVEWAY FACILITIES ON CITY OF COLLEGE STATIONRIGHf-OF-WAY TO: Mr. Mike Jones MADISON mNSTRIJCTION mRp 1640 Briaracrest Dr., Suite 125 Bryan, TX 77802 Dear Sir or Madam: The City of College Station hereby authorizes the construction on public right-of-way for development of access to your property which abuts Rock Prairie Road provided you agree to and comply with the following conditions: 1. Design of facilities shall be as follows and /or as shown on sketch: See a t tached sketch/plans t Maintenance of facilities constructed hereunder shall be the responsibility of the property owner, and the City reserves the right to acquire any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adj~cent to the public right-of-way. Changes in design will be made only with approval of the City Engineer. 3. The owner shall hold harmless the City and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of the permit. The City of College Station will assist as follows : This permit shall not be valid until owner signs the statement in which he agrees to comply with the conditions herein. The City Engineer should be contacted at least twenty-four (24} hours before beginning the work authorized by this permit. '(We}, the undersigned, hereby agree to accept and comply with the terms and conditions set out in this permit .. br construction of access driveway facilities on public right-of-way. Signed : ~u,;,fo ,~ .&.a~.0 &,,~ Date: tf--<-J'.=!X.)_ CS ACCESS PERMIT ACCESS .DOC JtlS/99 I of2 ' • Access Driveway Regulations The State Highway and Public Transportation Commission, in recognition of its responsibilities for the safety and utility of public highways under its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled ":Regulations for Access Driveways to State Highway" was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities . Sketch of Installation FOR CONSTRUCTION DEI'AILS, SEE A'ITACHED SKETCH AND CONSTRUCTION PLANS CS ACCESS PERMIT ACCESS.IX>C 3'25199 2of2 FOR OFFICE USE ONLY CASE NO.: ___ _ DATE SUBMITTED: ----SUBMIITAL CHECKED BY: PERMIT TO CONSTRUCT ACCESS DRIVEWAY FACILITIES ON CITY OF COLLEGE STATION RIGHT-OF-WAY TO: Mr. Mike Jones MADISON (X)NSTRITCTTON ffiRP 1640 Briaracrest Dr., Suite 125 Bryan, TX 77802 Dear Sir or Madam: The City of College Station hereby authorizes the construction on public right-of-way for development of access to your property which abuts Rock Prairie Road provided you agree to and comply with the following conditions: 1. Design of facilities shall be as follows and /or as shown on sketch: See attached sketch/plans t Maintenance of facilities constructed hereunder shall be the responsibility of the property owner, and the City reserves the right to acquire any changes, maintenance or repairs as may be necessary to provide protection of life or property on or adjacent to the public right-of-way. Changes in design will be made only with approval of the City Engineer. 3. The owner shall hold harmless the City and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of the permit. The City of College Station will assist as follows: This pennit shall not be valid until owner signs the statement in which he agrees to comply with the conditions herein. The City Engineer should be contacted at least twenty-four (24) hours before beginning the work authorized by this permit. Date: :;;--~ ~(We), the undersigned, hereby agree to accept and comply with the terms and conditions set out in this permit .. br construction of access driveway facilities on public right-of-way. Signed : ~i.:'}/Ju /(11&<-4 ·~ .D.a.d~~ate: <t'.-2£-:(Q CS ACCESS PERMIT l of2 ACCESS.DOC 3flSl99 Access Driveway Regulations The State Highway and Public Transportation Commission, in recognition of its responsibilities for the safety and utility of public highways under its jurisdiction, has directed the adoption of rules and regulations to accomplish a coordinated development between highways and abutting property. For this purpose, the booklet entitled ":Regulations for Access Driveways to State Highway" was published and adopted, setting out departmental policies to regulate construction and maintenance of access driveway facilities . Sketch of Installation FOR CDNS'IRUCTION DEI'AILS, SEE A'ITACHED SKEI'CH AND CDNS'IRUCTION PLANS CS ACCESS PERMIT ACCESS.DOC 311.S/99 2of2 oo-5oo0:3.5 FOROFFICEUSEONLY CASE NO.: DATE SUBMITrED:·-iJ-.,::J.,,.... -=...,,.g...e-=..,.o -1 DEVELOPMENT PERMIT MINIM:lJM SUBMITTAL REQUIREMENTS _KK_ $100.00 Development Permit Application Fee. _xx_ Drainage and erosion control plan, with supporting Drainage Report two (2) copies each. _·_Notice of Intent (N.O.I.) if disturbed area is greater than 5 acres. LEGAL DESCRIPTION 26.245 Acre Tract out of the THOOAS CARUTHRS LE.AGUE, A-9 (College station APPLICANT (Primary Contact for the Project): * 5CD I Peck Pr~ Name Mr. Mike Jones, MADISON CONS'IRUCI'ION mRPORATION Street Address 1640 Briarcrest Pr. , Suite 125 City _..B=ry~an~, ---------- State TX Zip Code 77302 E-Mail Address -------------- Phone Number 268-5520 Fax Number_ .... 2.,,.6'""'8-'-6""0.._.2""'2'--------------- PROPER1Y OWNER'S Im'ORMATION: Name FLYING ACE RANCH, L'ID. Street Address 1 391 Seamist Lane State TX Zip Code _,7'--'7""'8_._45"'----- City College Station E-Mail Address ------------- Phone Number -=26~8~-~5~5=20.._ _____ Fax Number __ --=2=6=8:....-..;:;.6=02=2"'------------ ARCfllTECT OR ENGINEER'S INFORMATION: Name McCLURE ENGINEERING, INC. Street Address 1008 Woodcreek Pr., suite 103 City College Station State TX Zip Code 77842 E-Mail Address mcclure@tca.net Phone Number 693-3838 Fax Number 693-2554 ---------- Application is hereby made for the following development specific site/waterway alterations : Private Road .construction in the drainage basin of a tributary of Lick Creek. ACKNOWLEDGMENTS: ~owner, hereby acknowledge or affirm that The infonnation and conclusion5 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 "\ccording to these documents and the requirements of Chapter 13 of the College Station City Code . ~ ·Au~ .h f),.,,LJAew..--. J/lt/)tf~# ~r~on/ ~ ~rty Owner(s) If Contractor ~ Mff-- DEVELOPMENT PERMIT DPERMIT.DOC 3fl4/99 l of2 ( .. 4 -. GERTIFlCATIONS: (for proposed alterations within designated flood hazard areas.) A. I. certify that any nonres~dential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure.or its contents as a result of flooding from the 100 year storm. Engineer Date B. I. certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C. I, Michael R. McClure, P .E, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and ~ns or development are consistent with requirements of the City of College Station City Code, Chapter ~~· •• :.r.., 't • •• QI • encroachments of fl ys and of floodway fringes . /'* •• • •.. * '1. "'*: ~ * ... ~ <!_A'/ !z7!zsoo i"M'1cW1°AEL'R:M~cLLiFiE··~ ~~(.!::E;~~~Z!:_)!.1'.!_I _S:~~~~--¢!....!... l..!.. ~·••••••••••••••••••••••••••••••••••di. ~. eer Date r~\ 32740 /$J ~ liV1.ut; /l~E /?.tiAJt.11 f'*a.16 lT ff~i~f.9tST E~~/J·:_lj "' Ss •••••••• ,0 "" \\~~N~L"°~~-- D . I. do certify that the proposed alterations do not raise the lev~~lfie 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: -------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . All development shall be in accordance '"rith the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. DEVELOPMENT PERMIT DPERMIT.DOC 3n4/99 2 of2 >~·w--. FOR OFFICE USE ONLYI CASE NO.:_,_ __ _ DATE SUBMrlTED: . •(;o ·. • .. COLl.tGl STATION DEVELOPMENT PERMIT MINIMUM SUBMITTAL REQUIREMENTS .JQL $100.00 Development Permit Application Fee. _xx_ Drainage and erosion control plan, with supporting Drainage Report two (2) cbpies each. _·_Notice of Intent (N.0.1) if disturbed area is greater than 5 acres. LEGAL DESCRIPTION 26. 245 Acre Tract out of the THa1AS CARllrHRS LEAGUE, A-9 (College statio n APPLICANT (Primary Contact for the Project): EI'J) Name Mr. Mike Jones, MADISON' CDNS'IRUCTION CDRPORATION Street Address 1 640 Briarcrest Dr. , Suite 125 City __..B=ry~an=-#-, _________ _ State TX Zip Code _7_7_3_02____ E-M.ail Address ------------- Phone Nwnber -'-2~6~8-~5~5~2~0 ______ Fax Nwnber 268-6022 PROPER1Y OWNER'S i:m:'ORMATION: Name FLYING ACE RANCH, L'ID. Street Address 1391 Seamjst Ii.me State TX City College Station E-Mail Address -~~-Zip Code _,7'-'7_,.8'-&4""-5 __ _ ------------- Phone Number 268-5520 Fax Nwnber __ ~2~6~8'""""-~6""""02=2=------------- ARCHITECT OR ENGINEER'S INFORMATION: Name McCLURE ENGINEERING, INC. Street Address 1008 Woodcreek Dr., SUite 103 State TX Zip Code 77842 City College Station E-Mail Address mcclure@tca.net 693-2554 Phone Number 693-3838 Fax Number ---------------------------- Application is hereby made for the following development specific site/waterway alterations: Private Road .construction in the drainage basin of a tributary of Lick Creek. ACKNOWLEDGMENTS: .~owner, hereby acknowledge or affirm that: The information and conclusion5 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 pennit application, I agree to construct the improvements proposed in this application 'ccortling to these documents and the requirements of Chapter 13 of the J°t~e_g~ Station City Code. (1. 1~ Au, ~~ ~ ~wo(U,__ /J/N15W ~CM} o1/ 1 oPCtfy Owner(s) Contractor DEVELOPMENT PERMIT DPERMIT.DOC 3fH/99 I of2 CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I. certify that any nonres~dential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B. I. certify that the finished floor elevation of the lowest floor, including any basement. of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, Michael R ~ McClure, P. E, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and ~~ns or development are consistent with requirements of the City of College Station City Code, Chapter ~~··· :.t-..., •t "' • •.oi • . encroachments of fl ys and of floodway fringes. , * •• • \ * 11. . ~*: ~*~ . <!-4 / j7 yt;oo f··M·1c'HAEL 0 R:M;CLURE .. ~ ~~~~~~Z!:.../l.''.!..1 ~~~~~--¢!__!_ ~ ~~·:· .. ••••3··2···············~·.ti:·J Date -vi~\'9 7 40 Q /~I f~~·{CltSTE~~··· ~ # "' Ss •••••••• ,0 c:!1 \\{~Nf.'~<>:;.~._- D. I, do certify that the proposed alterations do not raise the lev~~llie 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval : ~------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insu"? that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project All of the applicable codes and ordinances of the City of Coliege Station shall apply. DEVELOPMENT PERMIT DPERMIT.DOC Jn.4199 2of2 ~/iv'(·· \Sf/:· . FOR OFFICE USE ONLYI CASE NO.:.-,--__ _ DATE SUBMITTED: . . ·~ ·. . . .··· COLUGl STATION DEVELOPMENT PERMIT MINIMlJM SUBM:rITAL REQUIREMENTS xx $100.00 Development Pennit Application Fee. _xx_ Drainage and erosion control plan, with supporting Drainage Report two (2) copies each. Notice of Intent (N.O.I.) if disturbed area is greater than 5 acres. LEGALDESCRIPTION 26.245 Acre Tract out of the THCl1AS CARUI'HRS LEAGUE, A-9 (College Station El'J) APPLICANT (Primary Contact for the Project): Name Mr. Mike Jones, MADISON CONSTRDCrION OJRPORATION Street Address 1640 Briarcrest Dr. , Suite 125 · City __.,B=ry~an=-.#-, _________ _ State TX Zip Code _7_7_3_02 ___ _ E-Mail Address ------------- Phone Number --=2=6=8-....:5=5=2=0 ______ Fax Number 268-6022 PROPER1Y OWNER'S Il-WORMATION; Name FLYJNG ACE RANCH, L'ID. Street Address 1391 Seamj_st Lane City College Station State TX Zip Code _.7 ...... 7~8 ..... 45~---E-Mail Address ------------- Phone Number -=26....,8.._-.... 5""'5=20..__ _____ Fax Number __ ___,2"'"'6'"""8'--""""6-=-0=22"'--__________ _ ARCHITECT OR ENGINEER'S INFORMATION: Name McCI1JRE ENGINEERING, INC. Street Address 1008 WOodcreek Dr., Suite 103 City College Station State TX Zip Code 77842 E-Mail Address mcclure@tca.net Phone Number 693-3838 Fax Number 693-2554 ------------------ Application is hereby made for the following development specific site/waterway alterations: Private Road .construction in the drainage basin of a tributary of Lick Creek. ACKNOWLEDGMENTS: I, N141 .~owner, hereby acknowledge or affirm that: The infonnation and conclusion5 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 ~provements proposed in this application 'ccording to these documents and the requirements of Chapter 13 of the College Station City Code. DEVELOPMENT PERMIT DPERMIT.DOC Jn.1,199 !)//1fJX71! /t;~ Contract671U~ l of2 r . CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .) A. I. certify that any nonres~dential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Engineer Date B . I. certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, Michael R. Mc'Clure, P. E, certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the wateiway adjoining or crossing this permitted site and ~~ns or development are consistent with requirements of the City of College Station City Code, Chapter ~~· •• f..,Q\'•t . encroachments of fl ys and of floodway fringes. ~* •• •• •••• * 11, ~ *: ~ * 'j -<!_A'/ · ~ jt>()o ~ .. MICHAEL°Fi:~j·~ci:ljFiE''~ /( ~ ¢.L..:_ 7 l..!._ ~··································~ ----J'----'--~~"--~..:=:..;;-"-==---'t-1) • ~ Q:: 11 "Sn · eer Date vi~\'9 327 40 Q /& J '°'-fi~1~ A~t= £riAI~ &o.JclT f.~·{G'1sn:~~··· ~ J "'' s8 •••••••••• ,0 e111 \\{~ N 0 ~,,,;.~-#- D . I, do certify that the proposed alterations do not raise the lev~'1tf't1ie 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: -------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insuf<? that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project All of the applicable codes and ordinances of the City of College Station shall apply. DEVELOPMENT PERMIT DPERMIT.DOC 3fl4/99 2of2 00 -5 0 (J_35 ( PREDEVELOPMENT MEETING The purpose of a predevelopment meeting is to meet the City staff that will be involved wi~h your development and identify general issues that need further analysis. Along with the discussion of these major issues, staff will talk about the development process, distribute necessary information 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 requirements are submitted for your particular development. General Information: Date of Meeting: L--Jl'JA ~1/ ~ Applicant(s): / YL /0f City staff present: ~~'\.Le/\ . ' \.~ i' !' t • ·1·; (_.;., r, ... i · :_ ... , ~-:. i r • ' .. , \ r · ~ . . · \ . . Development Issues: . > ,• · ·tand Use:" · .. . -. : '\..:. ,\ .. ~ .. 1 r· .•. "i"1- ' . '-' ... ' . Zoning: . "I'.' \ I }. ..., ' T \ ·~ ~Y' \r \ ''i; :.' -.. ,t._<. • l l ••••• ' It of \ ;: .._,.:\ ~ ~' ~"·' .. , : ; I• ... / -:--\. .... J .... " I ,.I• • .! ' t I ~ ·-~ ~ 1.. .., Special zoning district information: . ., Subdivision/Platting Issues: µ())U' tJ..JI ~ -ft'nv T-Fare Plan/Street Issues: ~--.c~ rr' fEYY.) ' -~ Avv I+ . Driveway Access: Parkland/Greenways Dedication: I Parks & Recreation Board Consideration: Drainage Issues: ~ f~~ •. .. I 'J_; •• • ·~· ·~ .. ".: ii\.; ... )· 1 ·~. • .... ,!'" 1 .. ,. \..~,... .. I Utility Issues: . .., t ·-'. ...... ( . 1 Water Availability/Capacity: ·, ........ '"·.· • ••I • •• Impact Fees: Electrical Fire Hydrant '''\, . ' Miscellaneous: Landscaping/Streetscape: Dumpster Location: "/;·\;:.,;i...~;~ ·:-tf~~ .. -· .. ) ,::-.r',( 1 :.··r,'.-•. ~ ·"\.ti ~ , ........ ,, •1 i:·J .,. ' .. \.:!"·· ... . ... ) . , . ; ......... l ;-.:~ f•", ~·~ J~:. ··~ ·=f (" 'h ·1 :· ~:_ ;·:/:'1~::~ I· .'"• I lf·: ;• ,:.' -...:_ : .. r· Signs: oe-~ ~:i"\ •\~ \ ·-1~ : '"'·f'· PJ(.) ~.-.. ,.,; ... ' ,~_. l, .,. ,1-·-R·::· \A ~.J ..... l l ~_ .. , · . Screen ing/Buff~ri_ng: 0 .... A. 0 ~. .. .:-.. ...... ,/. -•• : .. " r ·1 •·· '1".-~ ''.··" "·. .• ' ·1-.· .....,v ...... Variance Requests: P ennft6 required for this development: L Development Permit Building Permit Conditional Use Permit T xDOT Driveway Permit for work in State . ROW ·' ii . ~. . . .. ·~· . •; :; ...... '"~ ...... ~ ' . TxDOT Utility Permit for work in State ROW Special Review required by: Wolf Pen Creek Design Review Board Northgate Revitalization Committee Parks and Recreation Board Planning and Zoning Commission City Council Information provided: Zoning Ordinance Subdivision Regulations .;. .... ··~ -~4 ·•·· ....... f: • • f l ' :rt ~~t1~ ~~~·J ... e...jc:;c~r. ,\, Specifications for Street Com~"tructioh · Drainage Policy & Design Standards ,,, . •. CS Building Regulations (Local Amendments to the Building Code) ., . Fire Department Construction & Development Guide Driveway Access Location & Design Policy Water & Sewer Specification Manu ~I . . :. r!.;· •· :·1;:LJ :i \ ){' ! I ;.~' , '\C. CS Business Center Covenants & RestriCtions Guide to Building & Development Development Resource Guide ·.