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I+ ------ II _4 I —EXISTING EXISTING -6­-WATER� 7— 7 --j EXISTING 12"—\ WATERLINE WS- Philli, pa'),wily EXIS III,0 I EXISING 12" WA rERLJNE F _/7/ P EXISTING 0 6-1 I WATERLINE- EXIVRUNING J2" WATEjE4 IF IF / + -------- ,P4. _J; 3 Z Z-1 Nonvich Drive 27' 9-8 ASPH~, 50' ROW Schultz Engineering, LLC CASTLEGATE II EXHIBIT 6.�. T. 11.1 MI... TM N., IIIII WA TER LA YO UT imw I MME0 .0.. SECTION 101 PENSION 8Y MR - JP RCF JPS APRIL 2013 COLLEGE STATION, TEXAS MINIMUM REQUIRED LINE SIZES A I EXHIBIT A2 WATER LAYOUT -OVERSIZED LINES PR POSED 1 r TERUNE I ?, 1oti II r �F— ExWS TE LINE Wf1TE LINE z CAMBER CT $ N W.I. PIJ6IP. PnAnxy % Y - r. % -f i- I .A 1 _. -. -I I-. __.._..-I, __ PROPOSED I 1 1 I I I I w I III Y. I If I I I11 8" WATERLINE _'— J I _�r EXISTING 6"I I u I I ATERUNE'I�1 -- f I IE EXISTING I I EXISTING WATE _- i I • � 1. I I I I I I I I IN I ;� I 1 I' I I _I.. .... I I I I I• I 1-1 If -I- f - I:, �I I I �II I III I 8" WATERLINE I".a,. I I ��_ n ±.�' __�._ .�. -I_ 1 •,.. �f-�"" L. _L: .I_L� .—.�.,--I�� �i,x�: P_,� �� I 2— . I____I L _ _. —J I. _ _._ J; L � L_ � _ �I M••._ V P 0- ti Y,�ry F' 8 Y Schultz Engineering, LLC Y,30Fmp'y".6M.6 w s•smmn.x nue 'e,arM.evs3 *erF xD. „an IPVFYEo ofsI6VFD pUWN MPPOKo JOO NO. DAW JPS RCF JPS ,3@6] JULY 2013 EXISTING WATERLINE i a - WATEKUNE , ' 111 1 I X N I It ^WATERLIN 1 I,` I / I Irl I I IINgI ) I II II%I I II II NI 11 ` _ NonviCh Drive 27• B-B MPH FFMMT. 60• ROW .' CASTLEGATE If SCALE EXHIBIT WATER LAYOUT �P SECTION 102 xD61]ON(A )•.,60 COLLEGE STATION, TEXAS OVERSIZED LINES PFD,],xRs, 2 FlIE WMF: 13-267 EXHIBIT B COLLEGE STATION UTILITIES FLOW TEST REPORT EXHIBIT B MCollege Station Utilities -Rellable, Affordable, Community Owned Date test completed Tuesday October 9, 2012 Time completed 2:00 P.M. Test completed by VR,LC, Witness -U x, FLOW HYE Location Nozzle size Hydrant number Pitot reading in PSI Flow in G.P.M. Location Hydrant number Static PSI Residual PSI Comments 4228 Camber 2.5 V-037 82 4214 Camber V-038 90 EXHIBIT C PIPE & JUNCTION ANALYSIS - MINIMUM REQUIRED LINE SIZES Exhibit C WaterCAD Analysis Summary w/ Minimum Required Line Sizes Pipe Analysis- Domestic Demand Pipe Number Length (ft) Size (in) Material Hazen- illamsP9-2 Velocity (ft/s) 243 6 PVC 150 0 P9-1 183 6 PVC 150 r47 0 P200-1 476 8 PVC 150 3.04 P100-1 328 12 PVC 150 1.35 P100-3 399 12 PVC 150 0.69 P100-4.2 504 6 PVC 150 -42 0.48 P100-4.1 58 6 PVC 150 -54 0.61 P100-2.2 91 12 PVC 150 -194 0.55 P100-2.1 453 12 PVC 150 -210 0.6 P-res 18 8 PVC 150 476 3.04 P-101-3 284 12 PVC 150 129 0.37 P-102-1 177 12 PVC 150 68 0.19 P-101-4 41 6 PVC 150 54 0.61 P-101-5 525 6 PVC 150 42 0.48 P-101-6 52 6 _ _ PVC 150 56 _ 0.63 P-101-7 527 6 PVC 150 42 0.48 P-101-1 169 12 PVC 150 191 0.54 P-101-2 122 _ 12 PVC 150 191 0.54 P-102-2 184 _ 8 PVC 150 63 0.4 -_.P__..------ -102.3 151 --..._ 8 PVC 150 0 0 P-102-4 585 8 PVC 150 47 0.3 P-102-5 SO _ 8 PVC 150 47 0.3 P-102-7 75 8 PVC _ 150 29 0.18 P-102-6 122 8 PVC I 150 0 0 WaterCAD Analysis Summary w/ Minimum Required Line Sizes Junction Analysis - Domestic Demand Junction Elevation junction' Demand (gpm) Pressure (psi) J9-2 320.8 0 85.7 _ J9-1 315.91 0 -- -87.9 1-200-1 1200.2 _____ 311.96 nun 0 0 _ 89.6 86.7 J100-1 319.66 21 85.4 1100-3 1100-4 _ 326.65 32296 o 42 _ 82.4 83.9 FH-2 323A7 12 839 _ 1-100-2 318.88 194 85.8 FH-1 319.45 17 85.5 J-101-2 J-101-2 _ _330.19 335.81 7 6 80.8__ J-102-1 _ 336.97 5 77.9 FH-3 330.45 12 80.7 J-101-5 325.21 42 83 FH-4 _ 334.67 _ 14 _ 78.9 _ J-101-7 327.42 42 82 - 1-101-1 ---- 329.59 - 0 -_._ _... 81.1 1-102-2 336.25 -17��-- 78.2 _ J-102.3 _ __ 333.94 _ 0 _ 79.2 FH-5 329.45 0 81.1 _ J-102-5 329.16 18 81.3 J-102-7 328.14 29 81.7___ J-102-6 _ 1 328.39 1 0 1 81.6 Exhibit C WaterCAD Analysis Summary w/ Minimum Required Line Sizes Pipe Analysis - Fire Flow Demand (FH-5) Pipe Nmber u Length (ft) Size (in) Material Hliazen- Wilams C Flow (gpm) Velocity (ft/s) P9-2 243 6 PVC 150 0 0 P9-1 183 6 PVC 150 0 _ P200-1 476 _ 8 PVC 150 1,476 9.42 ------ P100-1 328 12 - PVC 150 -- 1,476 4.19 P100-3 _ 399 12 PVC _ 150 1,245 3.53 P100-4.2 504 6 PVC_ 1_50 -42 0.48 P100-4.1 _ 6 PVC 150 -54 0.61 _ P100-2.2 _58 _ 91 12 PVC ISO -194 0.55 P100-2.1 453 _ _ 12 PVC 150 -210 _ 0.6 P-res 18 _ 8 PVC 150 1,476 9.42_ P-101-3 284 12 PVC 150 1,129 3.2 P-102-1 _ 177 12 PVC 150 1,068 _ 3.03 P-101-4 _ 41 6 PVC 150 54 0.61 P-101-5 525 6 PVC 150 42 0.48__ P-101-6 52 6 _ PVC 150 56 _ 0_.63 P-101-7 527 _ 6 PVC 150 42 _ 0.48 P-101-1 169 12 PVC 150 1,191 _ 3.38 P-101-2 122 12 PVC 150 1,191 3.38 184 8 PVC 150 1,063 6.78 _P-102-2 P-102-3 151 8 PVC __ _150 0 0 P-102-4 585 8 PVC 150 1047 6.68 P-102-5 10 8 PVC ISO 47 0.3 P-102-7 75 8 PVC ISO 29 0.18 P-102-6 122 F 8-1 _ PVC 150 0 0 WaterCAD Analysis Summary w/ Minimum Required Line Sizes Junction Analysis - Fire Flow Demand (FH-5) Junction Elevation junction Demand (gpm) Pressure (psi) 19-2 320.8 0 83.9 J9.1 315.91 0 86 J-200-1 311.96 0 87.7 J200-2 316.93 0 _ 79.7 1100-1 319.66 21 77.9 1100-3 326.65 0 74.4 1100-4 _ 322.96 42 75.9 FH-2 J-100-2 323.07 318.88 12 194 75,9 78.2_ _ FH-1 319.45 17 78 J-101-2 330.19 _ _ 7 72.5 J-101-2 335.81 6 _ 69.8 J-102-1 336.97 5 _ 69.1 FH-3 _ BOAS 12 72.4 J-101-5 FH-4 325.21 334,67 42 74.6 14 70.3_ 1-101-7 _ 42 73.4 1.101-1 _3_27.42 329.58 - - 0 72.9 1-102-2 J-102-3 _ 336,25 __ 333.94 __17_ 0 _ 68.2 69.2 FH-5 329.45 329.16 1,000 18 67.2 J-102-5 67.4 J-102-7 328.14 29 67.8 1-102-6 F 328.39 0 1 67.7 PN.Wff 1-flub PIPE & JUNCTION ANALYSIS— OVERSIZED LINES Exhibit D WaterCAD Analysis Summary w/ Oversized Lines Pipe Analysis - Domestic Demand Pipe Number Length (ft) Size (in) Material Hazen- Williams C Flow (gpm) Velocity (ft/s) P9-2 243 6 6 PVC 150 0 0 P9-1 183 PVC 150_ 0 0 P200-1 _ 476 8 PVC 150 476 3.04 P100-1 328 12 PVC 150 476 P100-3 399 12 150 245 0. .69 _ P100-4.2 6 _PVC PVC 150 _ -42 0.48 _ P100-4.1 _504 58 6 150 -54 _ P100-2.2 91 12 PVC PVC 150 -194 0.55 P100-2.1 453 12 PVC 150 -210 0.6 P-res 18 8 PVC 150 476 3.04 P-101-3 2784 12 PVC 150 129 0.37 P-102-1 177 12 PVC _ 150 68 0.19 P-101-4 41 6 PVC 150 54 0.61 P-101-5 525 6 PVC 150 42 _ 0.48 P-101-6 52 6 PVC_ 150 56 0.63 P-101-7 527 6 PVC 150 42 _ 0.48 P-101-1 ___ 169 12 PVC 150 f 191 0.54 P-101-2 122 12 PVC 150 191 0.54_ P-102-2 184 _ 12 _ PVC 150 _ 63 0.18 P-102-3 151 12 _ PVC S50 _ 0 0 P-102-4 585 8 PVC 150 47 0.3 P-102-5 10 8 PVC 156 47 0.3 P-102-7 75 8 _ PVC 150 _ 29 0.18 P-102-6 122 _ 8 PVC I 150 0 0 WaterCAD Analysis Summary w/ Oversized Lines Junction Analysis - Domestic Demand Junction Elevation Junction Demand (gpm) Pressure (psi) 19-2 320.8 0 85.7 19-1 315.91 0 87-. J-200-1 311.96 0 89.6 J200-2 _ 316.93 0 86.7 J100-i _ 319.66 21_ 85.4 1100-3 326.65 _ _ 0 _ 82.4 _ J100-4 322.96 _ 42 83.9 F14-2 323.07 12 83.9 J-100-2 __ 318.88 __ 194 85.8 FH-1 319.45 17 85.5 1-101-2 330.19 7 80.8 J-101-2 _ 6 78.4__ J-102-1 __3_35.81 _ 336.97 5 77.9 FH-3 330.45 12 80.7 J-101-5 325.21 42 83 -----FH-4 --- - 334.67 14 -_ - 78.9 ----J-101-7 _.--- _ 327.42 42 82 J-101-1 329.58 0 81.1 J-102-2 _ _ 336.25 17 78.2 J-102-3 333.94 0 79.2_ FH_-5 329.45 __ _ 0 81.1 1-102-5 329.16 _ 18 81.3 1-102-7 328.14 29 81.7 1-102-6 -- 328.39 0 - _ -� 81.6 Exhibit D WaterCAD Analysis Summary w/ Oversized Lines Pipe Analysis - Fire Flow Demand (FH-5) Pipe Number Length (ft) Size (in) Material Hazen- Williams Flow (gpm)F31..t5 /s) P9-2 243 6 PVC 150 0 P9-1 183 6 --. PVC __--- -- 150 -- 0 ---- 0 _ P200-1 _ 476 8 PVC 150 __ 1,476 P100-1 399 12 PVC 150 1,245 P100-3 399 12 PVC 150_ 1,245 _ P100-4.2 _ 504 6 PVC 156 __ -42 0.48 P100-4.1 58 6 PVC 150 -54 0.61 P100-2.2 91 12 PVC 150 -194 0.55 P100-2.1 453 12 PVC 150 P-res 18 8 PVC 150 _-210 1,476 ____0.6 _ 9.42 P-101-3 284 12 PVC 150 1,129 3.2 P-102-1 177 12 PVC 150 1,068 3.03 P-101-4 41 6 INC 150 _ 54 0.61 P-101-5 525 6 PVC 150 42 0.48 P-101-6 52 6 PVC 150 56 0.63 P-101-7 527 6 PVC 150 42 0.48 P-101-1 169 12 PVC 150 1,191 3.38 P-101-2 122 12 PVC 150 _ 1,191 3.38 P-102-2 184 12 PVC 150 1,063 3.02 P-102-3 151 12 PVC 150 0 0 P-102-4 585 8 PVC 150 1,047 6.68 P-102-5 10 8 PVC 150 47 0.3 P-102-7 75 8 PVC 150 29 0.18 P-102-6 122 8 PVC 150 0 0 WaterCAD Analysis Summary w/ Oversized Lines Junction Analysis - Fire Flow Demand (FH-5) Junction Elevation Junction Demand (gpm) Pressure (psi) J9-2 320.8 0 83.9 J9-1 315.91 0 86 J-200.1 311.96 0 87.7 J200-2 316.93 0 79.7 J100-1 319.66 21 77.9 J100.3 326.65 0 74.4 J100-4 FH-2 322.96 323.07 42 12 _ 75.9 75.9 _ J-100-2 318.88 194 78.2 FH-1 319.45 17 78 J-101-2 330.19 7 72.5 1.101-2 335.81 6 69.8 J-102-1 336.97 5 69.1 FH-3 330.45 12 72.4 J-101-5 325.21 42 _ 74.6 FH-4 334.67 14 70.3 J-101-7 J-101-i _ _ 327.42 329_.58 _ 42 73.4 72.9 J-102-2 336.25 __0_ 17 _ 69.2 J-102-3 333.94 0 70.2 FH-5 329.45 1,000 _ 68.3__ 1-102-5 329.16 18 68.4 J-102-7 328.14 29 68.9 J-102-6 328.39 0 68.8