1001 N BROADWAY LEARNING RESOURCE CENTER 2026-01-15

� .k. �. Job Number.2106019 Report Description:Light Hazard(Zone 2.01),Ordinary Group II Pipe Type Diameter Flow velocity HWC Friction Loss Length Pressure -_.. ...._-- ..._.. .. _.... Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length ry Summa Upstream Total Length _CM --- 2.6350-_-._._.. ........ ._143.83......._..__........8-4$.... ........._._120..... -.0:056277.......... ......._ 10'-3 Pf 0.577 .............. Pe 237 11'-11 Y2 21.158 238 11'-11 Y2 21.735 10'-3 Pv C .-........_............ ....- 2.6350......_. 116.30 6_84 ..__.................._120- ........_. 0.038086. ............. ....._.... ...................... 10'-0 Pf 0.381 238 11'-11'/2 21.735 !Pe 239 11'-111A 22.116 10'-0 Pv CM..._...... - --.. 2..:6350 61.74..-_.. 3.63_. ........---.....1 ... -....... 0.011801 '/ 0.307 _�..... 9'-6 2 Pf ..........--..._..--- ....._.._.... _.. _._...._.. . ........ .... 11'-11 h 22.116 16'-5'/2 Pe 240 11'-11'r4 22.423 P0(16'-5'%) 26'-0 Pv -iiii,-••••Route 20••••- BI-._-...._......_--.__... 1.68.2.0 0.57 ... -- .......--.........._........._........-._...---..._............----...(q......................... .......... - 232 12'-4'/2 12.98 16.397 Flow from Route 13 9'-11 Pe 224 12'-4% 16.398 P0(9'-11) 79'-1 Pv �•••••Route21---•- 8L ..... ..._-...... . .1.6820---.... 21..03 .... ....................._3,04........._.........._......120 _......_... _0.014322.. ............... .......... 66'-3 Pf 1.091 242 1Z-7'/2 38.74 42.014 Flow(q)from Route 23 9'-11 Pe 207 12'-7'/z 43.105 PO(9'-11) 76'-l'/z Pv •••••.Route 22..... BL __.. _._ ....16820 ..... .... 17.72 __....__.. 2.56.._ _120 0.010434.. 77'-91Pf 1,121 242 12'-7/2 38.74 42.014 PO(9'-11),Flow(q)from Route 29'-8'/z Pe 208 12'-7Y2 43.135 23 107'-5% Pv 2PO(9'-11) r+•••••Route 23••••• BL-- - 1.6820 ._.................3$,7..4... _..59...................._._120............._.................... ..._._0 044368... .... ........_._.._..._............ . . .. - 1 D'-6 Pf 0.905 205 1Z-7Y2 27.21 41.109 Flow{q)from Route 1 9'-11 Pe 242 12'-7'/2 42.014 PO(9'-11) 20'-5 Pv 40•••••Route 24••••• BL -. . ...... .... 1.6820 58,09. 8.39........._.............._1..20.............._._..._... 0.093855 _..._..... 148'-T/z':Pf 19.989 . ......._........_._.._.. .. 243 11'-11'/2 30.76+27.33 23,744 Flow(q)from Route 25 and 26 64'4 i Pe 0.000 210 11'-11'/2 43.733 9E(4'-11'/2),T(9'-11), PO(9'-11) 212'-11% Pv v•••••Route 25••••• 8L .............. ... 1.6820. ----...........30.76. . . _4.44_............. .......120.....__... ----- 0.028956 i 64'-7 Pf 2.586 237 11'-11'h 21.158 PO(9'-11) 24'-9 Pe 243 11'-11'h 23.744 E(4'-11Y2),T(9'-11) 89'-4 Pv o•••••Route 26••••• BL- 1.6820..... 27.33. . 3.95.----.. 120..._.._. _0.023257 61'-8 Pf 2.010 238 11'-11'/2 21,735 PO(9'-11) 24'-9 Pe 243 11'-11'/2 23.744 E(4'11'/2),T(9'-11) 86'-5 Pv �•••-•Route 27••••• BL 1.6820. 54.56 _7._88_ 120 .083590 201'-31 239 11 22.116 `Pf 21.792 PO(9'-11) 59'-5 Pe 236 11'-11Y2 43.908 8E(4'-11'/2),PO(9'-11) 260'-8'/2 Pv �••-••Route 28••••• cM 2.6350 6.07. 0,36.. 120........ 0:000162 5'-0'/z Pf 0,001 234 12'-4'/2 24.98 16,605 Flow(q)from Route 14 Pe 203 12'-4Y2 16,606 5'-0Y2 Pv &•••••Route 29•••-• SL 16820 8.01 1__1-6 120 __. 0.002404........ 235 12'-4% 15.23 17.520 Flow(q)from Route 15 9'-11 Pe 218 12'-4Y2 17,585 P0(9'-11) 2TA Y2 Pv -iD•••••Route 30••••• BL 16820. 8.75 1 26 120 0.002828 6-0 Pf 0.017 231 12'-4Y2 13.54 15.997 Flow(q)from Route 13 Pe 233 12'-4'/- 16.014 6'-0 Pv of y)" Ita utt+'ptier' Actual Inside Diameter 487{ value Of G 100 130 140 150 Schedule 40 Steel Pipe Inside Diamete- Factor Multiplying Factor 0.713 1.16 1.33 1.51 C,0 M.E.P.CAD.Inc. g'jAutoSPRiNK 2019 05.1.23.0 10/21/2021 1:34:OOPM Page 7