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2110 RUTHERFORD RD; ; AS020035; Permit
4/11/25, 3:39 PM AS020035 Permit Data City of Carlsbad Sprinkler Permit Permit No: A5020035 2110 RUTHERFORD Job Address: Status: PENDING RD Permit Type: SPRINK Applied 3/6/2002 Parcel No: 2120702200 Approved: Lot #: 0 Reference No.: Issued: PC #: Inspector: Project Title: CARLSBAD RESEARCH Applicant: Owner: BLACKMORE AIRPORT CENTRE C/O ALLEN J BLACKMORE P0 BOX 424 RANCHO SANTA FE CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 100 0 100 0 about:blank 1/1 V 369 CARLSBAD FIRE PROTERCTION SERVICES Permit Submittal Form 'a0)i1)6 - A. Check or fill in pertinent information for type of permit you are submitting. AS - 4uttivrinklers Commercialal Residential________________ Number of Heads per System: System # 48 Heads System # Heads___ ii 4 System # Heads System # Heads System # Heads System # Heads Underground included for approval Underground included for reference only Total Fees fC)Oo0 FA—Fire Alarm 10 Devices or less Over 10 devices #ofdevices Total Fees FS -Fixed Systems (Circle One) - -- Hood & Duct, Halon, Special Ch icafAgent,StandpipeTó{Fi Spray Booth, or Appliance. There may be an additional fee of $55.00 per V2 for Failed Inspections. B. Address of job site: Suite Building Permit # .CB ? (Z 7 21 C. Contractor Information Name I tM PLEy Addresq5c CA&/Y0 City, State, Zip P5/-di p<721S I cgo '8513 Kind of License and number 2E105 2'ST Phone 27?- /980 FAX Z79 - 9Z. Do you currently have a Certificate Of Insurance on file with the Fire Dept?(r N Do you currently have a business license on file with the City of Carlsbad(r N Signature Date Permit Submttal Form 02/0212001 Drawing Transmittal Letter Grinnell Fire Protection Systems Company San Diego Office 9630 Ridgehaven Court Suite B San Diego, California 92123 Telephone (858) 279-1980 Fax (858) 279-8662 To: CARLSBAD FIRE DEPARTMENT 1635 FARADAY CARLSBAD ,CA 92008 Attention: PLAN REVIEW Date:3 -5-02 Contract: CARLSBAD LOT 38 Action Le2end 2110 RUTHERFORD A Approval Contract#: 087-340020 A9 PA Prelim. Approval Via Modem I Information Fedex C Construction Mailed R Records By Hand X 0 Other (Resub. Permit) Enclosures nre for notion a, indit-nted hv Ahli Drawing Number # of copies Rev. Description Or Drawing Title Action 1-1 3 NA PIPING PLAN SUBMITTAL A 3 NA HYDRAULIC CALCULATIONS A Remarks: PLEASE RETURN TWO SETS WITH COMMENTS / CORRECTIONS /APPROVAL Note: Return (2) copies of Drawings marked with your stamp of acceptance and/or your comments J' SHANE KULBACKI cc: FILE COPY - - Fire Protection by Computer Design S IMPLEXGRINNELL 9855 CARROLL CANYON ROAD SAN DIEGO CA 92131-1103 858 740-0100 Job Name LOT 38 MEZZANINE Building Location : 2110 RUTHERFORD RD. CARLSBAD, CA 92008 System Contract : 087-340021 Data File : LOT38M.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SIMPLEXGRINNELL Page 2 LOT 38 MEZZANINE Date Hydraulic Design Information Sheet Name - LOT 38 MEZZANINE Date - 3-1-02 Location - 2110 RUTHERFORD RD. CARLSBAD, CA 92008 Building - System No. - Contractor - Contract No. - 087-340021 Calculated By - SG Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - Occupancy - OFFICE SHELL S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make GEM D Area Per Sprinkler - 130 MAX ( ) Dry Model A SR E Elevation at Highest Outlet - 28 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.: G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 519.63 Press Required - 64.81 At Test Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 12-2000 Cap. - T Time of Test - Rated Cap.- Elev.- H Static Press - 120 8 Press - R Residual Press - 117 Elev. - Well Flow - 1635 Proof Flow S Elevation - 3 U P Location - 2110 RUTHERFORD RD. P L Source of Information - CARLSBAD FIRE DEPARTMENT Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G H Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 City Water Supply: Pump Data: Cl-Static Pressure: 120 PSI C2-Residual Pressure: 117 PSI C2-Residual Flow: 1635 GPM 150 140 130 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85 Di-Elevation: 4.114 PSI D2-System Flow:269.63 GPM D2-System Pressure: 64.809 PSI Hose ( Adj City ) :0 GPM Hose ( Demand ) :250 GPM D3-System Demand:519.63 GPM Safety Margin: 54.831 PSI - 1 p —D P 120 ) i 1 SIMPLEXGRINNELL Page 3 TCT R MPZZANTNF. Date Crmrii1r Pi-rrTrms h; Hvdrtc Inc. Route 111 Windham N.H. USA 030 81 SIMPLEXGRINNELL Page 4 LOT 38 MEZZANINE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. HD1 12.5 5.6 10.91 na 18.5 Kl 12.5 10.91 na 1 12.5 K = K 8 El 11.5 na 18.5 2 12.5 K = K 8 Kl 12.57 na 19.34 3 12.5 K = K 9 El 13.63 na 20.13 4 12.5 K = K 8 El 15.96 na 21.79 5 12.5 17.98 na 6 12.5 20 na 7 12.5 22.03 na 8 12.5 25.39 na 9 12.5 K = K 9 El 11.59 na 18.56 10 12.5 K = K 8 K1 12.66 na 19.41 11 12.5 K = K 9 El 13.73 na 20.21 12 12.5 K = K 0 El 16.07 na 21.86 13 12.5 18.11 na 14 12.5 20.15 na 15 12.5 22.18 na 16 12.5 25.57 na 17 12.5 K = K 0 Kl 11.89 na 18.81 18 12.5 K = K 0 El 12.99 na 19.66 19 12.5 K = K 0 El 14.08 na 20.47 20 12.5 K = K 0 El 16.49 na 22.14 21 12.5 18.57 na 22 12.5 20.66 na 23 12.5 22.74 na 24 12.5 26.21 na 25 12.5 K = K 0 Kl 27.79 na 28.75 26 12.5 28.09 na 27 12.5 28.4 na 28 12.5 28.71 na 29 12.5 29.22 na Ml 12 27.36 na M2 12 27.55 na M3 12 28.23 na M4 12 29.7 na Bi 28 30.25 na B2 28 42.97 na B3 28 44.94 na TOR 28 45.01 na BOR 0.5 56.99 na 100 iJGl -3 58.53 na BFI -3 58.63 na BF2 3 56.09 na BF3 3 64.11 na BF4 -3 66.73 na UG2 -3 66.84 na 150 HOSE -3 67.09 na TEST 3 64.81 na .15 121.7 10.91 The maximum velocity is 15.86 and it occurs in the pipe between nodes M4 and Bi Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SIMPLEXGRINNELL Page 5 LOT 38 MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn HD1 18.50 1.104 iT 6.413 0.330 10.910 K Factor = 5.6 to 120 6.413 Ki 18.50 0.0878 6.743 0.592 Vel = 6.200 18.50 11.502 K Factor = 5.45 1 18.50 1.104 12.170 11.502 K Factor @ node Ki to 120 2 18.50 0.0878 12.170 1.069 Vel = 6.200 2 19.33 1.452 12.170 12.571 K Factor 8 node K1 to 120 3 37.83 0.0869 12.170 1.057 Vel = 7.330 3 20.14 1.452 12.170 13.628 K Factor 8 node K1 to 120 4 57.97 0.1914 12.170 2.329 Vel = 11.232 4 21.78 1.687 12.170 15.957 K Factor 8 node K1 to 120 5 79.75 0.1662 12.170 2.023 Vel = 11.447 5 1.687 12.170 17.980 to 120 6 79.75 0.1662 12.170 2.023 Vel = 11.447 6 1.687 12.170 20.004 to 120 7 79.75 0.1662 12.170 2.023 Vel = 11.447 7 1.687 iT 10.044 10.170 22.028 to 120 10.044 8 79.75 0.1663 20.214 3.361 Vel = 11.447 8 1.687 iT 10.044 0.500 25.389 to 120 10.044 0.217 Mi 79.75 0.1663 10.544 1.753 Vel = 11.447 79.75 27.359 K Factor = 15.25 9 18.56 1.104 12.170 11.586 K Factor 8 node Ki to 120 10 18.56 0.0883 12.170 1.075 Vel = 6.221 10 19.41 1.452 12.170 12.662 K Factor @ node K1 to 120 11 37.97 0.0874 12.170 1.064 Vel = 7.357 11 20.21 1.452 12.170 13.727 K Factor 8 node K1 to 120 12 58.18 0.1926 12.170 2.344 Vel = 11.273 12 21.86 1.687 12.170 16.071 K Factor @ node Ki to 120 13 80.04 0.1674, 12.170 2.037 Vel = 11.489 13 1.687 12.170 18.108 to 120 14 80.04 0.1674 12.170 2.037 Vel = 11.489 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SIMPLEXGRINNELL Page 6 LOT 38 MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 14 1.687 12.170 20.146 to 120 15 80.04 0.1674 12.170 2.037 Vel = 11.489 15 1.687 1T 10.044 10.170 22.183 to 120 10.044 16 80.04 0.1674 20.214 3.384 Vel = 11.489 16 1.687 iT 10.044 0.500 25.567 to 120 10.044 0.217 M2 80.04 0.1674 10.544 1.765 Vel = 11.489 80.04 27.549 K Factor = 15.25 17 18.81 1.104 12.170 11.892 K Factor 8 node K1 to 120 18 18.81 0.0906 12.170 1.102 Vel = 6.304 18 19.66 1.452 12.170 12.994 K Factor 8 node Kl to 120 19 38.47 0.0896 . 12.170 1.091 Vel = 7.454 19 20.47 1.452 12.170 14.084 K Factor 8 node Ki to 120 20 58.94 0.1973 12.170 2.401 Vel = 11.420 20 22.14 1.687 12.170 16.485 K Factor @ node Ki to 120 21 81.08 0.1714 12.170 2.086 Vel = 11.638 21 1.687 12.170 18.572 to 120 22 81.08 0.1714 12.170 2.086 Vel = 11.638 22 1.687 12.170 20.658 to 120 23 81.08 0.1714 12.170 2.086 Vel = 11.638 23 1.687 iT 10.044 10.170 22.744 to 120 10.044 24 81.08 0.1714 20.214 3.465 Vel = 11.638 24 1.687 iT 10.044 0.500 26.210 to 120 10.044 0.217 M3 81.08 0.1715 10.544 1.808 Vel = 11.638 81.08 28.235 K Factor = 15.26 25 28.75 1.687 12.170 27.788 K Factor 8 node K1 to 120 26 28.75 0.0251 12.170 0.306 Vel = 4.127 26 1.687 12.170 28.095 to 120 27 28.75 0.0251 12.170 0.306 Vel = 4.127 27 1.687 12.170 28.401 to 120 28 28.75 0.0251 12.170 0.306 Vel = 4.127 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SIMPLEXGRINNELL Page 7 LOT 38 MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 28 1.687 iT 10.044 10.170 28.707 to 120 10.044 29 28.75 0.0252 20.214 0.509 Vel = 4.127 29 1.687 iT 10.044 0.500 29.216 to 120 10.044 0.217 M4 28.75 0.0252 10.544 0.266 Vel = 4.127 28.75 29.699 K Factor = 5.28 Ml 79.75 2.635 10.000 27.359 to 120 M2 79.75 0.0190 10.000 0.190 Vel = 4.692 M2 80.05 2.635 10.000 27.548 to 120 M3 159.80 0.0686 10.000 0.686 Vel = 9.402 M3 81.08 2.635 10.000 28.234 to 120 M4 240.88 0.1465 10.000 1.465 Vel = 14.172 M4 28.75 2.635 3L 5.491 25.000 29.699 to 120 16.474 -6.930 El 269.63 0.1805 41.474 7.484 Vel = 15.863 B1 2.635 1L 5.491 65.000 30.253 to 120 5.491 52 269.63 0.1805 70.491 12.721 Vel = 15.863 B2 4.26 iT 26.334 87.000 42.973 to 120 26.334 53 269.63 0.0174 113.334 1.971 Vel = 6.069 B3 6.357 lL 11.316 15.000 44.944 to 120 11.316 TOR 269.63 0.0025 26.316 0.065 Vel = 2.726 TOR 6.357 27.500 45.010 to 120 11.910 BOR 269.63 0.0025 27.500 0.068 Vel = 2.726 BOR 100.00 8.27 1L 19.468 9.000 56.988 Qa = 100 to 140 19.468 1.516 UG1 369.63 0.0009 28.468 0.026 Vel = 2.208 UG1 8.044 3L 19.326 50.000 58.530 to 150 57.975 BFl 369.63 0.0009 107.975 0.101 Vel = 2.334 BF1 8.27 iT 52.413 6.000 58.631 to 140 52.413 -2.599 BF2 369.63 0.0009 58.413 0.054 Vel = 2.208 SF2 8.071 1L 13.000 0.500 56.086 to 120 13.000 8.000 Fixed loss = 8 BF3 369.63 0.0014 13.500 0.019 Vel = 2.318 BF3 8.27 1L 19.468 6.000 64.105 to 140 19.468 2.599 SF4 369.63 0.0009 25.468 0.024 Vel = 2.208 - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SIMPLEXGRINNELL Page 8 LOT 38 MEZZANINE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn BF4 8.044 1L 19.326 45.000 66.727 to 150 1T 52.031 77.300 UG2 369.63 0.0009 1G 5.946 122.300 0.114 Vel = 2.334 UG2 150.00 8.044 140.000 66.841 Qa = 150 to 150 HOSE 519.63 0.0018 140.000 0.245 Vel = 3.280 HOSE 8.044 1G 5.946 125.000 67.087 to 150 1T 52.031 57.975 -2.599 TEST 519.63 0.0018 182.975 0.321 Vel = 3.280 519.63 64.809 K Factor = 64.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 LOT 38 Drawing Date: 7/13/01 16:17 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LOT 38 Location: 2110 RUTHERFORD CARLSBAD, CA 92008 Drawing Date: Remote Area Number: 1 Contractor: SIMPLEXGRINNELL Telephone:858 279 1980 9630 RIDGEHAVEN CT #B SAN DIEGO CA 92123 Designer: DEREK OLIVAS Calculated By: SprinkCALC CSC Systems & Design Construction: V-N Occupancy:SPEC WAREHOUSE Reviewing Authorities:CARLSBAD FIRE SYSTEM DESIGN Code: Hazard: System Type:WET Area of Sprinkler Operation 3000 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.450 I Make: Model:ELO-231 Area per Sprinkler 85 sq ftl Orifice:3/4" K-Factor:11.40 Hose Allowance Inside 0 gpm I Temperature Rating:286 Hose Allowance Outside 500 gpm I CALCULATION SUMMARY 36 Flowing Outlets gpm Required: 1480.5 psi Required: 86.2 @ Source WATER SUPPLY Water Flow Test I Pump Data Tank or Reservoir Date of Test 12-00 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 120.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 117.0 psi I Elevation 0 At a Flow of 1635 gpm I Make: I Well Elevation 0"I Model: I Proof Flow 0 gpm Location: 2110 RUTHERFORD Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 1195 Gallons Notes: LOT 38 Drawing Date: 7/13/01 16:17 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH- C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1481 60.7 psi Elevation Change 27'2" 11.8 1 Pipe 6" 10x21 NW Pipe 27' 120 6.357 1481 1.6 1 Pipe 8" DIx18 Cl 52 140 8.720 1481 5 8" MJ 90 Eli 18' 120 8.071 1481 1.7 1 8" Fingd Back Flow Valve Ames "3000 CHART LOSS 1481 7.9 1 Pipe 8" DIx18 Cl 52 35' 140 8.720 1481 0.3 3 8" MJ 90 Eli 18' 120 8.071 1481 1.0 1 8" MJ Tee?Take Out? 35' 120 8.071 1481 0.7 1 8" Flngd Gate Valve Kennedy "4068A" 4' 120 8.071 1481 0.1 Hydr Ref Ri Required at Source 1481 psi Water Source120.0 psi static,117.0 psi residual @ 1635 gpm 1481 gpm 117.5 psi SAFETY PRESSURE .-rpsi Available Pressure of 117.5 psi Exceeds Required Pressure of 86.2 psi This is a safety margin of 31.3 psi or 27 % of Supply Maximum Water Velocity is 23.9 fps LOT 38 Drawing Date: 7/13/01 16:17 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Eli 45 - 45 deg Eli T - Tee LT - Long Turn 90 Eli SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"l.85 / ID"4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/IDt4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *1 PAGE 1 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) HEAD 7 38.4 2" 0 0 81 0" 3.2 fps 11.4 11.4 0.45 gpm/sq ft 2.227" 0 0 0" 0.011 0.1 0.0 K= 11.40 38.4 120 SF 0 8'0" 0" 0.0 11.4 HEAD 8 38.6 2" 0 0 8'0" 6.4 fps 11.5 11.5 0.45 gpm/sq ft 2.227" 0 0 0" 0.040 0.3 0.0 K= 11.40 77.0 120 SF 0 8'0" 0" 0.0 11.5 HEAD 9 39.1 2" 0 0 5'0" 9.7 fps 11.8 11.8 0.46 gpm/sq ft 2.227" 2 0 28 1 9" 0.086 2.9 0.0 K= 11.40 116.1 120 SF 0 331 9" 9" 0.3 11.8 REF Fl 4" 0 0 10'8" 2.5 fps 15.0 4.352" 0 0 0" 0.003 0.0 116.1 120 SF 0 101 8" 0" 0.0 REF F2 116.1 4" 0 0 10'8" 5.1 fps 15.0 PATH 3 4.352" 0 0 of, 0.012 0.1 K= 29.92 232.2 120 SF 0 101 8" of, 0.0 REF F3 115.8 4" 0 0 11'2" 7.6 fps 15.2 PATH 5 4.352" 0 0 0" 0.025 0.3 K= 29.72 348.0 120 SF 0 111 2" 0" 0.0 REF F4 -60.6 4" 0 0 12'0" 6.3 fps 15.5 PATH 9 4.352" 0 0 0" 0.018 0.2 K=-15.41 287.4 120 SF 0 12'0" 0" 0.0 REF F5 2" 0 0 9" 23.9 fps 15.7 2.227" 1 0 14'5" 0.461 7.0 287.4 120 SF 0 15'2" -9" -0.3 REF 141 -105.8 2" 0 0 130'7" 15.1 fps 22.3 PATH 10 2.227" 3 0 43'2" 0.197 34.3 K=-22.39 181.6 120 SF 0 173'9" 11 7" 0.7 CONTINUED 57.2 psi LOT 38 Drawing -Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 2 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) CONTINUED REF B2 220.2 4" 2 0 201 3" 8.8 fps 57.2 PATH 7 4.352" 0 0 291 3" 0.033 1.6 K= 29.10 401.8 120 SF 0 49'5" -10" -0.4 REF B3 119.4 4" 0 0 121 0" 11.4 fps 58.5 PATH 11 4.352" 0 0 0" 0.053 0.6 K= 15.61 521.2 120 SF 0 121 0" 0" 0.0 REF B4 115.9 4" 0 0 31 6" 13.9 fps 59.1 PATH 12 4.352" 0 0 0" 0.077 0.3 K= 15.07 637.1 120 SF 0 31 6" 0" 0.0 REF 85 6" 0 0 7" 6.5 fps 59.4 6.357" 1 0 371 9" 0.012 0.5 637.1 120 10 0 381 3" 0" 0.0 REF A14 843.4 6" 0 0 14 1 5" 15.1 fps 59.9 PATH 2 6.357" 0 0 0" 0.058 0.8 K=109.00 1480.5 120 10 0 14 1 5" 0" 0.0 REF W 1480.5 gpm PATH 1 K= 190.02 60.7 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO A14 HEAD 6 38.4 2" 0 0 81 0" 3.2 fps 11.4 11.4 0.45 gpm/sq ft 2.227" 0 0 0" 0.011 0.1 0.0 K= 11.40 38.4 120 SF 0 81 0" 0" 0.0 11.4 HEAD 5 38.6 2" 0 0 8'0" 6.4 fps 11.5 11.5 0.45 gpm/sq ft 2.227" 0 0 0" 0.040 0.3 0.0 K= 11.40 77.0 120 SF 0 81 0" 0" 0.0 11.5 HEAD 4 39.1 2" 0 0 8'0" 9.7 fps 11.8 11.8 0.46 gpm/sq ft 2.227" 0 0 0" 0.086 0.7 0.0 K= 11.40 116.1 120 SF 0 8'O" 0" 0.0 11.8 CONTINUED 12.5 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %l PAGE 3 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A14 CONTINUED HEAD 3 40.2 2" 0 0 8'0" 13.0 fps 12.5 12.5 0.47 gpm/sq ft 2.227" 0 0 0" 0.149 1.2 0.0 K= 11.40 156.4 120 SF 0 81 0" 0" 0.0 12.5 HEAD 2 42.1 2" 0 0 81 0" 16.5 fps 13.7 13.7 0.49 gpm/sq ft 2.227" 0 0 0" 0.232 1.9 0.0 K= 11.40 198.5 120 SF 0 81 0" 0" 0.0 13.7 HEAD 1 44.9 2" 0 0 5'1" 20.2 fps 15.5 15.5 0.53 gpm/sq ft 2.227" 2 0 281 9" 0.339 11.5 0.0 K= 11.40 243.4 120 SF 0 33'10" 9" 0.3 15.5 REF El 4" 0 0 10'S" 5.3 fps 27.3 4.352" 0 0 0" 0.013 0.1 243.4 120 SF 0 101 8" 0" 0.0 REF E2 244.2 4" 0 0 101 8" 10.6 fps 27.4 PATH 4 4.352" 0 0 0" 0.047 0.5 K= 46.62 487.6 120 SF 0 101 8" 0" 0.0 REF E3 247.0 4" 0 0 111 2" 16.0 fps 27.9 PATH 6 4.352" 0 0 0" 0.100 1.1 K= 46.73 734.6 120 SF 0 111 2" 0" 0.0 REF E4 238.4 4" 0 0 121 0" 21.2 fps 29.1 PATH 8 4.352" 0 0 0" 0.168 2.0 K= 44.23 972.9 120 SF 0 121 0" 0" 0.0 REF E5 105.8 4" 0 0 121 0" 23.5 fps 31.1 PATH 10 4.352" 0 0 0" 0.204 2.4 K= 18.97 1078.7 120 SF 0 12'0" 0" 0.0 REF E6 -119.4 4" 0 0 121 0" 20.9 fps 33.5 PATH 11 4.352" 0 0 0" 0.164 2.0 K=-20.62 959.3 120 SF 0 121 0" 0" 0.0 CONTINUED 35.5 Ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 4 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A14 CONTINUED REF C17 -115.9 4" 0 0 121 0" 18.4 fps 35.5 PATH 12 4.352" 0 0 on 0.129 1.6 K=-19.45 843.4 120 SF 0 121 0" 0" 0.0 REF C16 -108.9 4" 0 0 121 0" 16.0 fps 37.0 PATH 13 4.352" 0 0 0" 0.100 1.2 K=-17.90 734.5 120 SF 0 121 0" 0" 0.0 REF C15 -102.0 4" 0 0 121 0" 13.8 fps 38.2 PATH 14 4.352" 0 0 0" 0.076 0.9 K=-16.50 632.5 120 SF 0 121 0" 0" 0.0 REF C14 -96.5 4" 0 0 121 0" 11.7 fps 39.1 PATH 15 4.352" 0 0 0" 0.056 0.7 K=-15.43 536.0 120 SF 0 12'0" 0" 0.0 REF C13 -92.3 4" 0 0 101 9" 9.7 fps 39.8 PATH 16 4.352" 0 0 0" 0.039 0.4 K=-14.63 443.7 120 SF 0 101 9" 0" 0.0 REF C12 -89.6 4" 0 0 101 0" 7.7 fps 40.2 PATH 17 4.352" 0 0 0" 0.026 0.3 K=-14.12 354.1 120 SF 0 10'O" 0" 0.0 REF Cli -87.8 4" 0 0 10'0" 5.8 fps 40.5 PATH 18 4.352" 0 0 0" 0.015 0.2 K-13.80 266.3 120 SF 0 101 0" 0" 0.0 REF C10 -86.8 4" 0 0 10'0" 3.9 fps 40.7 PATH 19 4.352" 0 0 0" 0.007 0.1 K=-13.61 179.5 120 SF 0 101 0" 0" 0.0 REF C9 -86.3 4" 0 0 41 2" 2.0 fps 40.7 PATH 20 4.352" 0 0 0" 0.002 0.0 K=-13.52 93.2 120 SF 0 41 2" 0" 0.0 CONTINUED 40.7 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 5 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A14 CONTINUED REF C8 2-1/2" 0 0 4" 5.2 fps 40.7 2.727" 0 0 0" 0.021 0.0 93.2 120 SF 0 4" 0" 0.0 REF C7 2-1/2" 0 0 6'6" 5.2 fps 40.7 2.727" 0 0 0" 0.021 0.1 93.2 120 SF 0 61 6" 0" 0.0 REF C6 -31.7 2-1/2" 0 0 14'0" 3.4 fps 40.9 PATH 21 2.727" 0 0 0" 0.010 0.1 K= -4.96 61.5 120 SF 0 141 0" 0" 0.0 REF CS -30.2 1-1/4" 0 0 37'1" 6.1 fps 41.0 PATH 22 1.452" 2 0 151 4" 0.061 3.2 K= -4.72 31.3 120 XL 0 521 5" -9" -0.3 REF 86 1-1/4" 0 0 8'0" 6.1 fps 43.9 1.452" 0 0 0" 0.061 0.5 31.3 120 XL 0 81 0" 0" 0.0 REF 87 1-1/4" 0 0 8'0" 6.1 fps 44.4 1.452" 0 0 0" 0.061 0.5 31.3 120 XL 0 81 0" 0" 0.0 REF 88 1-1/4" 0 0 8'O" 6.1 fps 44.9 1.452" 0 0 0" 0.061 0.5 31.3 120 XL 0 81 0" 0" 0.0 REF 89 1-1/4" 0 0 8'0" 6.1 fps 45.4 1.452" 0 0 0" 0.061 0.5 31.3 120 XL 0 81 O" 0" 0.0 REF 90 1-1/4" 0 0 8'0" 6.1 fps 45.9 1.452" 0 0 0" 0.061 0.5 31.3 120 XL 0 8'0" 0" 0.0 CONTINUED 46.3 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA itl PAGE 6 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A14 CONTINUED RE-F9 1 1-1/4" 0 0 761 6" 6.1 fps 46.3 1.452" 2 0 15'4" 0.061 5.6 31.3 120 XL 0 91'10" 9" 0.3 REF A2 30.2 2-1/2" 0 0 141 0" 3.4 fps 52.3 PATH 22 2.727" 0 0 0" 0.010 0.1 K= 4.18 61.5 120 SF 0 141 0" 0" 0.0 REF A3 31.7 2-1/2" 2 0 741 0" 5.2 fps 52.4 PATH 21 2.727" 0 0 19'6" 0.021 2.0 K= 4.38 93.2 120 SF 0 93'6" 0" 0.0 REF A4 4" 0 0 11 6" 2.0 fps 54.4 4.352" 0 0 0" 0.002 0.0 93.2 120 SF 0 11 6" 0" 0.0 REF A5 86.3 4" 0 0 10'0" 3.9 fps 54.4 PATH 20 4.352" 0 0 0" 0.007 0.1 K= 11.70 179.5 120 SF 0 10'O" 0" 0.0 REF A6 86.8 4" 0 0 101 0" 5.8 fps 54.5 PATH 19 4.352" 0 0 0" 0.015 0.2 K= 11.76 266.3 120 SF 0 101 0" 0" 0.0 REF A7 87.8 4" 0 0 101 0" 7.7 fps 54.7 PATH 18 4.352" 0 0 0" 0.026 0.3 K= 11.88 354.1 120 SF 0 101 0" 0" 0.0 REF A8 89.6 4" 0 0 101 9" 9.7 fps 54.9 PATH 17 4.352" 0 0 0" 0.039 0.4 K= 12.08 443.7 120 SF 0 101 9" 0" 0.0 REF A9 92.3 4" 0 0 121 0" 11.7 fps 55.3 PATH 16 4.352" 0 0 0" 0.056 0.7 K= 12.41 536.0 120 SF 0 121 0" 0" 0.0 CONTINUED 56.0 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A14 CONTINUED REF A10 96.5 4" 0 0 121 0" 13.8 fps 56.0 PATH 15 4.352" 0 0 0" 0.076 0.9 K= 12.90 632.5 120 SF 0 12'0" 0" 0.0 REF All 102.0 4" 0 0 121 0" 16.0 fps 56.9 PATH 14 4.352" 0 0 0" 0.100 1.2 K= 13.52 734.5 120 SF 0 12'0" of, 0.0 REF Al2 108.9 4" 0 0 7'6" 18.4 fps 58.1 PATH 13 4.352" 0 0 0" 0.129 1.0 K= 14.29 843.4 120 SF 0 71 6" 0" 0.0 REF A13 6" 0 0 7" 8.6 fps 59.1 6.357" 1 0 37'9" 0.020 0.8 843.4 120 10 0 381 3" 0" 0.0 REF A14 843.4 gpm PATH 2 K= 109.00 59.9 psi PATH 3 FROM HYDRAULIC REFERENCE 16 TO F2 HEAD 16 38.5 2" 0 0 81 0" 3.2 fps 11.4 11.4 0.45 gpm/sq ft 2.227" 0 0 0" 0.011 0.1 0.0 K= 11.40 38.2 120 SF 0 8 1 0" 0" 0.0 11.4 HEAD 17 38.6 2" 0 0 81 0" 6.4 fps 11.5 11.5 0.45 gpm/sq ft 2.227" 0 0 0" 0.040 0.3 0.0 K= 11.40 76.9 120 SF 0 8'0" 0" 0.0 11.5 HEAD 18 39.2 2" 0 0 51 0" 9.7 fps 11.8 11.8 0.46 gpm/sq ft 2.227" 2 0 28'9" 0.086 2.9 0.0 K= 11.40 116.1 120 SF 0 33'9" 9" 0.3 11.8 REF F2 116.1 gpm PATH 3 K= 29.92 15.0 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 11 PAGE 8 FLOW 4 OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 16 TO E2 HEAD 16 38.5 2" 0 0 8'0" 0.0 fps 11.4 11.4 0.45 gpm/sq ft 2.227" 0 0 0" 0.000 0.0 0.0 K= 11.40 0.3 120 SF 0 81 0" 0" 0.0 11.4 HEAD 15 38.5 2" 0 0 81 0" 3.2 fps 11.4 11.4 0.45 gpm/sq ft 2.227" 0 0 0" 0.011 0.1 0.0 K= 11.40 38.8 120 SF 0 81 0" 0" 0.0 11.4 HEAD 14 38.7 2" 0 0 8'0" 6.4 fps 11.5 11.5 0.45 gpm/sq ft 2.227" 0 0 0" 0.041 0.3 0.0 K= 11.40 77.4 120 SF 0 81 0" 0" 0.0 11.5 HEAD 13 39.2 2" 0 0 8'0" 9.7 fps 11.8 11.8 0.46 gpm/sq ft 2.227" 0 0 0" 0.087 0.7 0.0 K= 11.40 116.6 120 SF 0 81 0" 0" 0.0 11.8 READ 12 40.3 2" 0 0 8'0" 13.1 fps 12.5 12.5 0.47 gpm/sq ft 2.227" 0 0 0" 0.150 1.2 0.0 K= 11.40 156.9 120 SF 0 81 0" 0" 0.0 12.5 HEAD 11 42.2 2" 0 0 81 0" 16.6 fps 13.7 13.7 0.49 gpm/sq ft 2.227" 0 0 0" 0.234 1.9 0.0 K= 11.40 199.2 120 SF 0 8 1 0" 0" 0.0 13.7 HEAD 10 45.0 2" 0 0 51 1" 20.3 fps 15.6 15.6 0.53 gpm/sq ft 2.227" 2 0 281 9" 0.341 11.5 0.0 K= 11.40 244.2 120 SF 0 33'10" 9" 0.3 15.6 REF E2 244.2 gpm PATH 4 K= 46.62 27.4 psi PATH 5 FROM HYDRAULIC REFERENCE 25 TO F3 HEAD 25 38.7 2" 0 0 8'0" 3.1 fps 11.6 11.6 0.45 gpm/sq ft 2.227" 0 0 0" 0.011 0.1 0.0 K= 11.40 37.5 120 SF 0 8'O" 0" 0.0 11.6 CONTINUED 11.6 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 9 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 25 TO F3 CONTINUED HEAD 26 38.9 2" 0 0 81 0" 6.4 fps 11.6 11.6 0.46 gpm/sq ft 2.227" 0 0 0" 0.040 0.3 0.0 K= 11.40 76.4 120 SF 0 81 0" 0" 0.0 11.6 HEAD 27 39.4 2" 0 0 5'0" 9.6 fps 12.0 12.0 0.46 gpm/sq ft 2.227" 2 0 281 9" 0.086 2.9 0.0 K= 11.40 115.8 120 SF 0 331 9" 9" 0.3 12.0 REF F3 115.8 gpm PATH 5 K= 29.72 15.2 psi PATH 6 FROM HYDRAULIC REFERENCE 25 TO E3 HEAD 25 38.7 2" 0 0 81 0" 0.1 fps 11.6 11.6 0.45 gpm/sq ft 2.227" 0 0 0" 0.000 0.0 0.0 K= 11.40 1.3 120 SF 0 81 0" 0" 0.0 11.6 HEAD 24 38.7 2" 0 0 8'0" 3.3 fps 11.6 11.6 0.45 gpm/sq ft 2.227" 0 0 0" 0.012 0.1 0.0 K= 11.40 40.0 120 SF 0 8'O" of, 0.0 11.6 HEAD 23 38.9 2" 0 0 8'0" 6.6 fps 11.6 11.6 0.46 gpm/sq ft 2.227" 0 0 0" 0.042 0.3 0.0 K= 11.40 78.9 120 SF 0 81 0" 0" 0.0 11.6 HEAD 22 39.5 2" 0 0 8'0" 9.8 fps 12.0 12.0 0.46 gpm/sq ft 2.227" 0 0 0" 0.089 0.7 0.0 K= 11.40 118.4 120 SF 0 81 0" 0" 0.0 12.0 HEAD 21 40.6 2" 0 0 8'0" 13.2 fps 12.7 12.7 0.48 gpm/sq ft 2.227" 0 0 0" 0.154 1.2 0.0 K= 11.40 159.0 120 SF 0 81 0" 0" 0.0 12.7 HEAD 20 42.6 2" 0 0 8'0" 16.8 fps 13.9 13.9 0.50 gpm/sq ft 2.227" 0 0 0" 0.239 1.9 0.0 K= 11.40 201.6 120 SF 0 81 0" of, 0.0 13.9 CONTINUED 15.8 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *1 PAGE 10 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 25 TO E3 CONTINUED HEAD 19 45.4 2" 0 0 5'l" 20.5 fps 15.8 15.8 0.53 gpm/sq ft 2.227" 2 0 28'9" 0.348 11.8 0.0 K= 11.40 247.0 120 SF 0 33'10" 9" 0.3 15.8 REF E3 247.0 gpm PATH 6 K= 46.73 27.9 psi PATH 7 FROM HYDRAULIC REFERENCE 33 TO B2 HEAD 33 43.0 2" 0 0 81 0" 2.4 fps 14.2 14.2 0.50 gpm/sq ft 2.227" 0 0 0" 0.006 0.1 0.0 K= 11.40 28.5 120 SF 0 81 0" 0" 0.0 14.2 HEAD 34 43.1 2" 0 0 81 0" 6.0 fps 14.3 14.3 0.50 gpm/sq ft 2.227" 0 0 0" 0.035 0.3 0.0 K= 11.40 71.6 120 SF 0 8'0" 0" 0.0 14.3 HEAD 35 43.5 2" 0 0 81 0" 9.6 fps 14.6 14.6 0.51 gpm/sq ft 2.227" 0 0 0" 0.085 0.7 0.0 K= 11.40 115.1 120 SF 0 81 0" 0" 0.0 14.6 HEAD 36 44.5 2" 0 0 41 3" 13.3 fps 15.2 15.2 0.52 gpm/sq ft 2.227" 0 0 0" 0.155 0.7 0.0 K= 11.40 159.6 120 SF 0 4'311 0" 0.0 15.2 REF 140' 60.6 2" 0 0 1151 0" 18.3 fps 15.9 PATH 9 2.227" 2 0 28'9" 0.281 40.5 K= 15.20 220.2 120 SF 0 1431 9" 1'7" 0.7 REF Bi 4" 0 0 191 8" 4.8 fps 57.0 4.352" 0 0 0" 0.011 0.2 220.2 120 SF 0 191 8" 0" 0.0 REF B2 220.2 gpm PATH 7 K= 29.10 57.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 41 PAGE 11 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 33 TO E4 HEAD 33 43.0 2" 0 0 81 0" 1.2 fps 14.2 14.2 0.50 gpm/sq ft 2.227" 0 0 0" 0.002 0.0 0.0 K= 11.40 14.4 120 SF 0 81 0" 0" 0.0 14.2 HEAD 32 43.0 2" 0 0 8'0" 4.8 fps 14.2 14.2 0.50 gpm/sq ft 2.227" 0 0 0" 0.023 0.2 0.0 K= 11.40 57.4 120 SF 0 81 0" 0" 0.0 14.2 HEAD 31 43.3 2" 0 0 8'0" 8.4 fps 14.4 14.4 0.51 gpm/sq ft 2.227" 0 0 0" 0.066 0.5 0.0 K= 11.40 100.7 120 SF 0 81 0" 0" 0.0 14.4 HEAD 30 44.1 2" 0 0 81 0" 12.0 fps 15.0 15.0 0.52 gpm/sq ft 2.227" 0 0 0" 0.130 1.0 0.0 ic= 11.40 144.8 120 SF 0 81 0" 0" 0.0 15.0 HEAD 29 45.6 2" 0 0 8'0" 15.8 fps 16.0 16.0 0.53 gpm/sq ft 2.227" 0 0 0" 0.215 1.7 0.0 K= 11.40 190.4 120 SF 0 8'O" 0" 0.0 16.0 HEAD 28 48.0 2" 0 0 5'1" 19.8 fps 17.7 17.7 0.56 gpm/sq ft 2.227" 2 0 281 9" 0.326 11.0 0.0 K= 11.40 238.4 120 SF 0 33'10" 9" 0.3 17.7 REF E4 238.4 gpm PATH 8 K= 44.23 29.1 psi PATH 9 FROM HYDRAULIC REFERENCE F4 TO 140 REF F4 60.6 2" 0 0 9" 5.0 fps 15.5 PATH 1 2.227" 2 0 28'9" 0.026 0.8 K= 15.41 60.6 120 SF 0 291 6" -9" -0.3 REF 140 60.6 gpm PATH 9 K= 15.20 15.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %1 PAGE 12 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 141 TO E5 REF 141 105.8 2" 0 0 73'4" 8.8 fps 22.3 PATH 1 2.227" 3 0 431 2" 0.072 8.4 K= 22.39 105.8 120 SF 0 1161 5" 9" 0.3 REF E5 105.8 gpm PATH 10 K= 18.97 31.1 psi PATH 11 FROM HYDRAULIC REFERENCE E6 TO B3 REF E6 119.4 2" 0 0 218'1" 9.9 fps 33.5 PATH 2 2.227" 4 0 571 6" 0.091 25.0 K= 20.62 119.4 120 SF 0 275'7" 0" 0.0 REF B3 119.4 gpm PATH 11 K= 15.61 58.5 psi PATH 12 FROM HYDRAULIC REFERENCE C17 TO B4 REF C17 115.9 2" 0 0 2181 1" 9.6 fps 35.5 PATH 2 2.227" 4 0 571 6" 0.086 23.7 K= 19.45 115.9 120 SF 0 275'7" 0" 0.0 REF B4 115.9 gpm PATH 12 K= 15.07 59.1 psi PATH 13 FROM HYDRAULIC REFERENCE C16 TO Al2 REF C16 108.9 2" 0 0 218'1" 9.1 fps 37.0 PATH 2 2.227" 4 0 571 6" 0.077 21.1 K= 17.90 108.9 120 SF 0 275'7" 0" 0.0 REF Al2 108.9 gpm PATH 13 K= 14.29 58.1 psi £ LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 FLOW # OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 13 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 14 FROM HYDRAULIC REFERENCE C15 TO All REF C15 102.0 2" 0 0 218'1" 8.5 fps 38.2 PATH 2 2.227" 4 0 571 6" 0.068 18.7 K= 16.50 102.0 120 SF 0 275'7" 0" 0.0 REF All 102.0 gpm PATH 14 K= 13.52 56.9 psi PATH 15 FROM HYDRAULIC REFERENCE C14 TO A10 REF C14 96.5 2" 0 0 218'1" 8.0 fps 39.1 PATH 2 2.227" 4 0 571 6" 0.061 16.9 K= 15.43 96.5 120 SF 0 275'7" Of, 0.0 REF A10 96.5 gpm PATH 15 K= 12.90 56.0 psi PATH 16 FROM HYDRAULIC REFERENCE C13 TO A9 REF C13 92.3 2" 0 0 771 1" 7.7 fps 39.8 PATH 2 2.227" 2 0 289" 0.056 6.0 K= 14.63 92.3 120 SF 0 105'10" -9" -0.3 REF 76 2" 0 0 141'0" 7.7. fps 45.5 2.227" 2 0 281 9" 0.056 9.6 92.3 120 SF 0 1699" 9" 0.3 REF A9 92.3 gpm PATH 16 K= 12.41 55.3 psi PATH 17 FROM HYDRAULIC REFERENCE C12 TO A8 REF C12 89.6 2" 0 0 611 1" 7.4 fps 40.2 PATH 2 2.227" 2 0 281 9" 0.053 4.8 K= 14.12 89.6 120 SF 0 89'10" -9" -0.3 REF 67 2" 0 0 8'0" 7.4 fps 44.7 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 8'0" 0" 0.0 CONTINUED 45.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 41 PAGE 14 FLOW 4 OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 17 FROM HYDRAULIC REFERENCE C12 TO A8 CONTINUED REF 68 2" 0 0 8'0" 7.4 fps 45.1 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 81 0" 0" 0.0 REF 69 2" 0 0 8'0" 7.4 fps 45.6 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 B'O" 0" 0.0 REF 70 2" 0 0 8'0" 7.4 fps 46.0 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 8'O" 0" 0.0 REF 71 2" 0 0 8'0" 7.4 fps 46.4 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 81 0" 0" 0.0 REF 72 2" 0 0 8'0" 7.4 fps 46.8 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 81 0" 0" 0.0 REF 73 2" 0 0 8'0" 7.4 fps 47.3 2.227" 0 0 of, 0.053 0.4 89.6 120 SF 0 81 0" 0" 0.0 REF 74 2" 0 0 81 0" 7.4 fps 47.7 2.227" 0 0 0" 0.053 0.4 89.6 120 SF 0 81 0" 0" 0.0 REF 75 2" 0 0 93'0" 7.4 fps 48.1 2.227" 2 0 281 9" 0.053 6.5 89.6 120 SF 0 1211 9" 9" 0.3 REF A8 89.6 gpm PATH 17 K= 12.08 54.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %1 PAGE 15 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE Cli TO A7 REF Cii 87.8 2" 0 0 611 1" 7.3 fps 40.5 PATH 2 2.227" 2 0 281 9" 0.051 4.6 K= 13.80 87.8 120 SF 0 89'10" -9" -0.3 REF 58 2" 0 0 8'0" 7.3 fps 44.8 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 81 0" 0" 0.0 REF 59 2" 0 0 8'0" 7.3 fps 452 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 81 0" 0" 0.0 REF 60 2" 0 0 81 0" 7.3 fps 45.6 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 81 0" 0" 0.0 REF 61 2" 0 0 8'0" 7.3 fps 46.0 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 8'O" 0" 0.0 REF 62 2" 0 0 8'0" 7.3 fps 46.4 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 81 0" 0" 0.0 REF 63 2" 0 0 8'0" 7.3 fps 46.8 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 8'0" 0" 0.0 REF 64 2" 0 0 8'0" 7.3 fps 47.3 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 8'O" 0" 0.0 REF 65 2" 0 0 81 0" 7.3 fps 47.7 2.227" 0 0 0" 0.051 0.4 87.8 120 SF 0 81 0" 0" 0.0 CONTINUED 48.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 16 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE Cli TO A7 CONTINUED REF 66 2" 0 0 931 0" 7.3 fps 48.1 2.227" 2 0 281 9" 0.051 6.3 87.8 120 SF 0 121'9" 9" 0.3 REF A7 87.8 gpm PATH 18 K= 11.88 54.7 psi PATH 19 FROM HYDRAULIC REFERENCE C10 TO A6 REF C10 86.8 2" 0 0 611 1" 7.2 fps 40.7 PATH 2 2.227" 2 0 281 9" 0.050 4.5 K= 13.61 86.8 120 SF 0 89'10" -9" -0.3 REF 49 2" 0 0 81 0" 7.2 fps 44.8 2.227" 0 0 0" 0.050 0.4 86.8 120 SF 0 8 1 0" 0" 0.0 REF 50 2" 0 0 81 0" 7.2 fps 45.2 2.227" 0 0 0" 0.050 0.4 86.8 120 SF 0 81 0" 0" 0.0 REF 51 2" 0 0 81 0" 7.2 fps 45.6 2.227" 0 0 0" 0.050 0.4 86.8 120 SF 0 8'O" of, 0.0 REF 52 2" 0 0 81 0" 7.2 fps 46.1 2.227" 0 0 0" 0.050 0.4 86.8 120 SF 0 8'O" 0" 0.0 REF 53 2" 0 0 8'O" 7.2 fps 46.5 2.227" 0 0 of, 0.050 0.4 86.8 120 SF 0 8 1 O" of, 0.0 REF 54 2" 0 0 81 0" 7.2 fps 46.9 2.227" 0 0 0" 0.050 0.4 86.8 120 SF 0 81 0" 0" 0.0 CONTINUED 47.3 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #1 PAGE 17 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE C10 TO AG CONTINUED REF 55 2" 0 0 8'0" 7.2 fps 47.3 2.227" 0 0 0" 0.050 0.4 86.8 120 SF 0 81 0" 0" 0.0 REF 56 2" 0 0 81 0" 7.2 fps 47.7 2.227" 0 0 on 0.050 0.4 86.8 120 SF 0 81 0" 0" 0.0 REF 57 2" 0 0 93'0" 7.2 fps 48.1 2.227" 2 0 281 9" 0.050 6.1 86.8 120 SF 0 121'9" 9" 0.3 REF A6 86.8 gpm PATH 19 K= 11. 54.5 Ps PATH 20 FROM HYDRAULIC REFERENCE C9 TO AS REF C9 86.3 2" 0 0 61'l" 7.2 fps 40.7 PATH 2 2.227" 2 0 281 9" 0.050 4.5 K= 13.52 86.3 120 SF 0 89'10" -9" -0.3 REF 40 2" 0 0 8'0" 7.2 fps 44.9 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8'O" 0" 0.0 REF 41 2" 0 0 8'0" 7.2 fps 45.3 - - 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8'0" 0" 0.0 REF 42 2" 0 0 8'0" 7.2 fps 45.7 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8'O" 0" 0.0 REF 43 2" 0 0 8'0" 7.2 fps 46.1 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8'0" 0" 0.0 CONTINUED 46.5 ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA i1 PAGE 18 FLOW 4 OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE C9 TO A5 CONTINUED REF 44 2" 0 0 8'O" 7.2 fps 46.5 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8'O" 0" 0.0 REF 45 2" 0 0 8'0" 7.2 fps 46.9 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 81 0" 0" 0.0 REF 46 2" 0 0 8'0" 7.2 fps 47.3 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8 1 0" 0" 0.0 REF 47 2" 0 0 8'0" 7.2 fps 47.7 2.227" 0 0 0" 0.050 0.4 86.3 120 SF 0 8'O" 0" 0.0 REF 48 2" 0 0 93'0" 7.2 fps 48.1 2.227" 2 0 281 9" 0.050 6.1 86.3 120 SF 0 121'9" 9" 0.3 REF A5 86.3 gpm PATH 20 K= 11.70 54.4 psi PATH 21 FROM HYDRAULIC REFERENCE C6 TO A3 REF C6 31.7 1-1/4" 0 0 45'1" 6.2 fps 40.9 PATH 2 1.452" 2 0 15'4" 0.063 3.8 K= 4.96 31.7 120 XL 0 60'5" -9" -0.3 REF 92 1-1/4" 0 0 8'0" 6.2 fps 44.3 1.452" 0 0 0" 0.063 0.5 31.7 120 XL 0 81 0" 0" 0.0 REF 93 1-1/4" 0 0 100'6" 6.2 fps 44.8 1.452" 2 0 151 4" 0.063 7.3 31.7 120 XL 0 115'10" 9" 0.3 REF A3 31.7 gpm PATH 21 K= 4.38 52.4 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %1 PAGE 19 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 22 FROM HYDRAULIC REFERENCE C5 TO A2 REF C5 30.2 2-1/2" 0 0 141 0" 1.7 fps 41.0 PATH 2 2.727" 0 0 0" 0.003 0.0 K= 4.72 30.2 120 SF 0 141 0" 0" 0.0 REF C4 1-1/4" 0 0 371 1" 5.9 fps 41.1 1.452" 2 0 151 4" 0.057 3.0 30.2 120 XL 0 521 5" -9" -0.3 REF 80 1-1/4" 0 0 8'0" 5.9 fps 43.7 1.452" 0 0 0" 0.057 0.5 30.2 120 XL 0 81 0" 0" 0.0 REF 81 1-1/4" 0 0 810" 5.9 fps 44.2 1.452" 0 0 0" 0.057 0.5 30.2 120 XL 0 81 0" of, 0.0 REF 82 1-1/4" 0 0 81 0" 5.9 fps 44.7 1.452" 0 0 0" 0.057 0.5 30.2 120 XL 0 81 0" 0" 0.0 REF 83 1-1/4" 0 0 8'0" 5.9 fDs 45.1 1.452" 0 0 of, 0.057 0.5 30.2 120 XL 0 81 0" 0" 0.0 REF 84 1-1/4" 0 0 81 0" 5.9 fps 45.6 1.452" 0 0 0" 0.057 0.5 30.2 120 XL 0 8'0" 0" 0.0 REF 85 1-1/4" 2 0 80'O" 5.9 fps 46.0 1.452" 2 0 231 1" 0.057 5.9 30.2 120 XL 0 103'0" 9" 0.3 REF Al 2-1/2" 0 0 101 6" 1.7 fps 52.3 2.727" 0 0 0" 0.003 0.0 30.2 120 SF 0 101 6" of, 0.0 E' A2 30 .2 gpm PATH 22 K= 4 .18 52.3 psi LOT 38 Drawing Date: 7/13/01 16:17 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LOT 38 Location: 2110 RUTHERFORD CARLSBAD, CA 92008 Drawing Date: Contractor: SIMPLEXGRINNELL 9630 RIDGEHAVEN CT %B SAN DIEGO CA 92123 Designer: DEREK OLIVAS Calculated By: SprinkCALC CSC Systems & Design Construction: V-N Reviewing Authorities : CARLSBAD FIRE SYSTEM DESIGN Remote Area Number: 2 Telephone:858 279 1980 Occupancy: SPEC WAREHOUSE Code: Hazard: System Type:WET Area of Sprinkler Operation 3000 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.450 1 Make: Model:ELO-231 Area per Sprinkler 82 sq ftl Orifice:3/4" K-Factor: 11.4 Hose Allowance Inside 0 gpm I Temperature Rating:286 Hose Allowance Outside 500 gpm I CALCULATION SUMMARY 37 Flowing Outlets gpm Required: 1429.3 psi Required: 70.4 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 12-00 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 120.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 117.0 psi I Elevation 0 At a Flow of 1635 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: 2110 RUTHERFORD Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 1195 Gallons Notes: GRID NOT PEAKED SHIFT LEFT(DOWN) REQUIRED 70.26 psi 1429.9 gpm SHIFT RIGHT(UP) REQUIRED 70.35 psi 1428.7 gpm LOT 38 Drawing Date: 7/13/01 16:17 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 1429 45.4 psi Elevation Change 27'2" 11.8 1 Pipe 6" 10x21 NW Pipe 27' 120 6.357 1429 1.5 1 Pipe 8" DIx18 Cl 52 \' &.' 140 8.720 1429 0.4 5 8" MJ 90 Eli - 18' 120 8.071 1429 1.6 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 1429 7.8 1 Pipe 8" DIx18 Cl 52 35' 140 8.720 1429 0.3 3 8" MJ 90 Ell 18' 120 8.071 1429 1.0 1 8" MJ Tee?Take Out? 35' 120 8.071 1429 0.6 1 8" Flngd Gate Valve Kennedy "4068A" 4' 120 8.071 1429 0.1 Hydr Ref Ri Required at Source 1429 70.I psi'- Water Source120.0 psi static,117.0 psi residual @ 1635 gpm 1429 gpm 117.7 psi SAFETY PRESSURE 44.9 psi 4) Available Pressure of 117.7 psi Exceeds Required Pressure of 70.4 psi This is a safety margin of 47.3 psi or 40 % of Supply Maximum Water Velocity is 20.6 fps LOT 38 Drawing Date: 7/13/01 16:17 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Eli T - Tee LT - Long Turn 90 Eli SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf= 1 x 4.52 x (Q/C)A1.85 / ID"4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Qf2/IDA4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %2 PAGE 1 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) HEAD 131 14.8 1-1/4" 0 0 81 9" 2.9 fps 7.4 7.4 0.17 gpm/sq ft 1.452" 0 0 on 0.015 0.1 0.4 K= 5.60 14.8 120 XL 0 81 9" 0" 0.0 7.0 HEAD 132 15.0 1-1/4" 0 0 91 9" 5.8 fps 7.5 7.5 0.15 gpm/sq ft 1.452" 0 0 0" 0.056 0.5 0.4 K= 5.60 29.8 120 XL 0 91 9" 0" 0.0 7.1 HEAD 133 15.5 1-1/4" 0 0 9'9" 8.9 fps 8.0 8.0 0.16 gpm/sq ft 1.452" 0 0 0" 0.121 1.2 0.4 K= 5.60 45.2 120 XL 0 91 9" 0" 0.0 7.6 HEAD 134 16.6 1-1/4" 0 0 9'9" 12.1 fps 9.2 9.2 0.17 gpm/sq ft 1.452" 0 0 0" 0.216 2.1 0.5 K= 5.60 61.8 120 XL 0 91 9" 0" 0.0 8.8 HEAD 135 18.4 1-1/4" 0 0 91 9" 15.7 fps 11.3 11.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.349 3.4 0.6 K= 5.60 80.2 120 XL 0 91 9" 0" 0.0 10.8 HEAD 136 21.0 1-1/4" 0 0 58'3" 19.8 fps 14.7 14.7 0.22 gpm/sq ft 1.452" 0 0 0" 0.536 31.2 0.7 K= 5.60 101.1 120 XL 0 58'3" 0" 0.0 14.0 REF 144 1-1/2" 0 0 181 9" 14.7 fps 45.9 1.687" 2 0 20'1" 0.258 10.0 101.1 120 XL 0 38'10" 11 0" 0.4 REF D3 198.6 2-1/2" 2 0 621 10" 16.6 fps 56.4 PATH 2 2.727" 0 0 191 6" 0.186 15.3 K= 26.44 299.7 120 SF 0 82'4" -171 8" -7.6 REF C7 -46.3 2-1/2" 0 0 4" 14.1 fps 64.0 PATH 4 2.727" 1 0 191 6" 0.136 2.7 K= -5.78 253.5 120 SF 0 191 9" 0" 0.0 CONTINUED 66.7 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 42 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF C8 4" 0 0 4 1 2" 5.5 fps 66.7 4.352" 0 0 0" 0.014 0.1 253.5 120 SF 0 41 2" 0" 0.0 REF C9 -22.2 4" 0 0 10'0" 5.0 fps 66.8 PATH 7 4.352" 0 0 0" 0.012 0.1 K= -2.72 231.3 120 SF 0 10'O" 0" 0.0 REF C10 -21.0 4" 0 0 10'O" 4.6 fps 66.9 PATH 8 4.352" 0 0 0" 0.010 0.1 K= -2.57 210.2 120 SF 0 10'0" 0" 0.0 REF Cli -20.1 4" 0 0 101 0" 4.1 fps 67.0 PATH 9 4.352" 0 0 0" 0.008 0.1 K= -2.46 190.1 120 SF 0 101 0" 0" 0.0 REF C12 -19.5 4" 0 0 10'9" 3.7 fps 67.1 PATH 10 4 352" 0 0 0" 0.007 0.1 K= -2.38 170.6 120 SF 0 101 9" 0" 0.0 REF C13 -19.1 4" 0 0 121 0" 3.3 fps 67.2 PATH 11 4.352" 0 0 0" 0.005 0.1 K= -2.34 151.5 120 SF 0 12'O" 0" 0.0 REF C14 -19.1 4" 0 0 12'0" 2.9 fps 67.2 PATH 12 4.352" 0 0 0" 0.004 0.1 K= -2.33 132.3 120 SF 0 12'0" 0" 0.0 REF C15 -19.5 4" 0 0 121 0" 2.5 fps 67.3 PATH 13 4.352" 0 0 0" 0.003 0.0 K= -2.37 112.9 120 SF 0 121 0" 0" 0.0 REF C16 -20.1 4" 0 0 121 0" 2.0 fps 67.3 PATH 14 4.352" 0 0 0" 0.002 0.0 K= -2.45 92.7 120 SF 0 121 0" 0" 0.0 CONTINUED 67.3 Ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF C17 -21.1 4" 0 0 121 0" 1.6 fps 67.3 PATH 15 4.352" 0 0 0" 0.001 0.0 K= -2.57 71.6 120 SF 0 121 0" 0" 0.0 REF E6 -20.7 4" 0 0 121 0" 1.1 fps 67.4 PATH 16 4.352" 0 0 0" 0.001 0.0 K= -2.53 50.9 120 SF 0 121 0" 0" 0.0 REF E5 -12.5 4" 0 0 12'0" 0.8 fps 67.4 PATH 17 4.352" 0 0 0" 0.000 0.0 K= -1.53 38.4 120 SF 0 12'0" 0" 0.0 REF E4 -12.6 4" 0 0 11'2" 0.6 fps 67.4 PATH 18 4.352" 0 0 0" 0.000 0.0 K= -1.54 25.8 120 SF 0 11'2" 0" 0.0 REF E3 -8.7 4" 0 0 10'8" 0.4 fps 67.4 PATH 19 4.352" 0 0 of, 0.000 0.0 K= -1.06 17.1 120 SF 0 10'8" 0" 0.0 REF E2 -8.5 2" 0 0 5'1" 0.7 fps 67.4 PATH 20 2.227" 2 0 28'9" 0.001 0.0 K= -1.04 8.6 120 SF 0 331 10" -9" -0.3 REF 10 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 11 2" 0 0 8'O" 0 7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8'O" of, 0.0 REF 12 2" 0 0 8'0" 0.7 fps 67.1 2 227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 42 PAGE 4 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 13 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 14 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8 1 0" 0" 0.0 REF 15 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 16 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 17 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 18 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 281 9" 0.001 0.0 8.6 120 SF 0 33'9" 9" 0.3 REF F2 8.5 4" 0 0 10'8" 0.4 fps 67.5 PATH 20 4.352" 0 0 0" 0.000 0.0 K= 1.04 17.1 120 SF 0 101 8" 0" 0.0 REF F3 8.7 4" 0 0 11'2" 0.6 fps 67.5 PATH 19 4.352" 0 0 0" 0.000 0.0 K= 1.05 25.8 120 SF 0 11 1 2" 0" 0.0 REF F4 -12.3 2" 0 0 9" 1.1 fps 67.5 PATH 21 2.227" 2 0 28'9" 0.002 0.0 K= -1.50 13.5 120 SF 0 29'6" -9" -0.3 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 140 12.6 2" 0 0 115'0" 2.2 fps 67.2 PATH 18 2.227" 2 0 281 9" 0.005 0.8 K= 1.54 26.1 120 SF 0 143'9" 1'7" 0.7 REF B1 4" 0 0 191 8" 0.6 fps 68.7 4.352" 0 0 0" 0.000 0.0 26.1 120 SF 0 191 8" 0" 0.0 REF B2 24.8 4" 2 0 201 3" 1.1 fps 68.7 PATH 17 4.352" 0 0 29'3" 0.001 0.0 K= 3.00 50.9 120 SF 0 491 5" -10" -0.4 REF B3 20.7 4" 0 0 12'0" 1.6 fps 68.3 PATH 16 4.352" 0 0 0" 0.001 0.0 K= 2.51 71.6 120 SF 0 121 0" 0" 0.0 REF B4 21.1 4" 0 0 31 6" 2 0 fps 68.4 PATH 15 4.352" 0 0 0" 0.002 0.0 K= 2.55 92.7 120 SF 0 31 6" 0" 0.0 REF B5 6" 0 0 7" 0.9 fps 68.4 6.357" 1 0 371 9" 0.000 0.0 92.7 120 10 0 381 3" 0" 0.0 REF A14 207.0 6" 0 0 14'5" 3.1 fps 68.4 PATH 4 6.357" 0 0 0" 0.003 0.0 K= 25.03 299.7 120 10 0 141 5" 0" 0.0 REF W 299.7 gpm PATH 1 K= 36.24 68.4 psi PATH 2 FROM HYDRAULIC REFERENCE 120 TO D3 HEAD 120 15.5 1-1/4" 0 0 71 0" 3.0 fps 8.0 8.0 0.21 gpm/sq ft 1.452" 0 0 0" 0.017 0.1 0.4 K= 5.60 15.5 120 XL 0 71 0" 0" 0.0 7.6 CONTINUED - 8.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 6 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 120 TO D3 CONTINUED HEAD 121 15.6 1-1/4" 0 0 91 9" 6.1 fps 8.1 8.1 0.15 gpm/sq ft 1.452" 0 0 0" 0.060 0.6 0.4 K= 5.60 31.0 120 XL 0 91 9" 0" 0.0 7.7 HEAD 122 16.1 1-1/4" 0 0 91 9" 9.2 fps 8.7 8.7 0.16 gpm/sq ft 1.452" 0 0 0" 0.131 1.3 0.4 K= 5.60 47.2 120 XL 0 9'9" 0" 0.0 8.3 HEAD 123 17.3 1-1/4" 0 0 91 9" 12.6 fps 10.0 10.0 0.17 gpm/sq ft 1.452" 0 0 0" 0.233 2.3 0.5 K= 5.60 64.4 120 XL 0 91 9" 0" 0.0 9.5 HEAD 124 19.1 1-1/4" 0 0 9'9" 16.4 fps 12.3 12.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.376 3.7 0.6 K= 5.60 83.6 120 XL 0 91 9" 0" 0.0 11.7 HEAD 125 21.8 1-1/4" 0 0 48'7" 20.6 fps 15.9 15.9 0.22 gpm/sq ft 1.452" 0 0 0" 0.578 28.1 0.8 K= 5.60 105.4 120 XL 0 481 7" 0" 0.0 15.2 REF 142 1-1/2" 0 0 18'9" 15.3 fps 44.0 1.687" 2 0 201 1" 0.278 10.8 105.4 120 XL 0 38 1 10" 11 0" 0.4 REF Dl 2-1/2" 0 0 10'6" 5.8 fps 55.3 2.727" 0 0 0" 0.027 0.3 105.4 120 SF 0 10'6" 0" 0.0 REF D2 93.2 2-1/2" 0 0 101 0" 11.0 fps 55.5 PATH 3 2.727" 0 0 0" 0.087 0.9 K= 12.51 198.6 120 SF 0 101 0" 0" 0.0 REF D3 198.6 gpm PATH 2 K= 26.44 56.4 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #2 PAGE 7 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 126 TO D2 HEAD 126 17.4 1-1/4" 0 0 91 9" 3.4 fps 9.9 9.9 0.18 gpm/sq ft 1.452" 0 0 0" 0.021 0.2 0.2 K= 5.60 17.4 120 XL 0 91 9" 0" 0.0 9.7 HEAD 127 17.3 1-1/4" 0 0 9'9" 6.8 fps 10.1 10.1 0.18 gpm/sq ft 1.452" 0 0 0" 0.074 0.7 0.5 K= 5.60 34.8 120 XL 0 91 9" 0" 0.0 9.6 HEAD 128 18.0 1-1/4" 0 0 91 9" 10.3 fps 10.8 10.8 0.19 gpm/sq ft 1.452" 0 0 0" 0.161 1.6 0.5 K= 5.60 52.7 120 XL 0 91 9" 0" 0.0 10.3 HEAD 129 19.2 1-1/4" 0 0 - 9'9" 14.1 fps 12.4 12.4 0.20 gpm/sq ft 1.452" 0 0 0" 0.285 2.8 0.6 K= 5.60 72.0 120 XL 0 91 9" 0" 0.0 11.8 HEAD 130 21.3 1-1/4" 0 0 68'0" 18.2 fps 15.1 15.1 0.22 gpm/sq ft 1.452" 0 0 0" 0.461 31.3 0.7 I<= 5.60 93.2 120 XL 0 681 0" 0" 0.0 14.4 REF 143 1-1/2" 0 0 181 9" 13.5 fps 46.5 1.687" 2 0 201 1" 0.222 8.6 93.2 120 XL 0 38'10" 1'O" 0.4 REF D2 93.2 gpm PATH 3 K= 12.51 5.5 psi PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 REF C7 46.3 2-1/2" 0 0 61 6" 2.6 fps 64.0 PATH 1 2.727" 1 0 191 6" 0.006 0.2 K= 5.78 46.3 120 SF 0 26'0" of, 0.0 REF C6 -15.7 2-1/2" 0 0 141 0" 1.7 fps 64.2 PATH 5 2.727" 0 0 0" 0.003 0.0 K= -1.97 30.5 120 SF 0 14'0" 0" 0.0 CONTINUED 64.2 P5 LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %Z PAGE 8 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF C5 -15.0 1-1/4" 0 0 37'l" 3.0 fps 64.2 PATH 6 1.452" 2 0 151 4" 0.017 0.9 K= -1.87 15.5 120 XL 0 521 5" -9" -0.3 REF 86 1-1/4" 0 0 810" 3.0 fps 64.8 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 87 1-1/4" 0 0 8 1 0" 3.0 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 88 1-1/4" 0 0 8'0" 3.0 fps 65.1 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 89 1-1/4" 0 0 8'0" 3.0 fps 65.2 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 90 1-1/4" 0 0 8'0" 3.0 fps 65.3 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 91 1-1/4" 0 0 761 6" 3.0 fps 65.5 1.452" 2 0 151 4" 0.017 1.5 15.5 120 XL 0 91'10" 9" 0.3 REF A2 15.0 2-1/2" 0 0 141 0" 1.7 fps 67.3 PATH 6 2.727" 0 0 0" 0.003 0.0 K= 1.83 30.5 120 SF 0 141 0" 0" 0.0 REF A3 15.7 2-1/2" 2 0 74'0" 2.6 fps 67.4 PATH 5 2.727" 0 0 191 6" 0.006 0.5 K= 1.92 46.3 120 SF 0 931 6" 0" 0.0 CONTINUED 67.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %2 PAGE 9 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF A4 4" 0 0 1'6" 1.0 fps 67.9 4.352" 0 0 0" 0.001 0.0 46.3 120 SF 0 1'6" 0" 0.0 REF AS 22.2 4" 0 0 10'0" 1.5 fps 67.9 PATH 7 4.3521 0 0 0" 0.001 0.0 K= 2.69 68.5 120 SF 0 101 0" 0" 0.0 REF A6 21.0 4" 0 0 10'0" 1.9 fps 67.9 PATH 8 4.352" 0 0 0" 0.002 0.0 K= 2.55 89.5 120 SF 0 101 0" 0" 0.0 REF A7 20.1 4" 0 0 10'0" 2.4 fps 67.9 PATH 9 4.352" 0 0 0" 0.003 0.0 K= 2.44 109.6 120 SF 0 10'0" 0" 0.0 REF A8 19.5 4" 0 0 10'9" 2.8 fps 68.0 PATH 10 4.352" 0 0 0" 0.004 0.0 K= 2.37 129.1 120 SF 0 101 9" 0" 0.0 REF A9 19.1 4" 0 0 121 0" 3.2 fps 68.0 PATH 11 4.352" 0 0 0" 0.005 0.1 K= 2.32 148.3 120 SF 0 121 0" 0" 0.0 REF A10 19.1 4" 0 0 12'0" 3.6 fps 68.1 PATH 12 4.352" 0 0 0" 0.006 0.1 K= 2.32 167.4 120 SF 0 121 0" 0" 0.0 REF All 19.5 4" 0 0 12'0" 4.1.fps 68.2 PATH 13 4.352" 0 0 0" 0.008 0.1 K= 2.36 186.9 120 SF 0 121 0" 0" 0.0 REF Al2 20.1 4" 0 0 71 6" 4.5 fps 68.2 PATH 14 4.352" 0 0 0" 0.010 0.1 K= 2.44 207.0 120 SF 0 7'6" 0" 0.0 CONTINUED 68.3 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 10 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF A13 6" 0 0 7" 2.1 fps 68.3 6.357" 1 0 371 9" 0.002 0.1 207.0 120 10 0 38'3" 0" 0.0 REF A14 207.0 gpin PATH 4 K= 25.03 68.4 psi PATH 5 FROM HYDRAULIC REFERENCE C6 TO A3 REF C6 15.7 1-1/4" 0 0 45'1" 3.1 fps 64.2 PATH 4 1.452" 2 0 15'4" 0.017 1.0 K= 1.97 15.7 120 XL 0 601 5" -9" -0.3 REF 92 1-1/4" 0 0 81 0" 3.1 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.7 120 XL 0 81 0" 0" 0.0 REF 93 1-1I4" 0 0 1001 6" 3.1 fps 65.0 1.452" 2 0 15'4" 0.017 2.0 15.7 120 XL 0 115'10" 9" 0.3 REF A3 15.7 gpm PATH 5 K= 1.92 67.4 psi PATH 6 FROM HYDRAULIC REFERENCE C5 TO A2 REF C5 15.0 2-1/2" 0 0 14'0" 0.8 fps 64.2 PATH 4 2.727" 0 0 0" 0.001 0.0 K= 1.87 15.0 120 SF 0 14'0" 0" 0.0 REF C4 1-1/4" 0 0 37'1" 2.9 fps 64.2 1.452" 2 0 15'4" 0.016 0.8 15.0 120 XL 0 521 5" -9" -0.3 REF 80 1-1/4" 0 0 8'0" 2.9 fps 64.7 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 CONTINUED 64.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 11 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T IT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE C5 TO A2 CONTINUED REF 81 1-1/4" 0 0 81 0" 2.9 fps 64.9 1 452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 82 1-1/4" 0 0 8'0" 2.9 fps 65.0 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 83 1-1/4" 0 0 8'0" 2.9 fps 65.1 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 84 1-1/4" 0 0 8'0" 2.9 fps 65.2 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 85 1-1/4" 2 0 80'0" 2.9 fps 65.4 1.452" 2 0 231" 0.016 1.6 15.0 120 XL 0 103'0" 9" 0.3 REF Al 2-1/2" 0 0 10'6" 0.8 fps 67.3 2.727" 0 0 0" 0.001 0.0 15.0 120 SF 0 101 6" 0" 0.0 REF A2 15.0 gpm PATH 6 K= 1.83 67.3 psi PATH 7 FROM HYDRAULIC REFERENCE C9 TO AS REF C9 22.2 2" 0 0 611 1" 1.8 fps 66.8 PATH 1 2.227" 2 0 281 9" 0.004 0.4 K= 2.72 22.2 120 SF 0 89'10" -9" -0.3 REF 40 2" 0 0 81 0" 1.8 fps 66.8 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 801, 0" 0.0 CONTINUED 66.9 ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #2 PAGE 12 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 CONTINUED REF 41 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 on 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 42 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 43 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8 1 0" 0" 0.0 REF 44 2" 0 0 81 0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'O" 0" 0.0 REF 45 2" 0 0 81 0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 46 2" 0 0 81 0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'O" 0" 0.0 REF 47 2" 0 0 81 0" 1.8 fps 67.1 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 48 2" 0 0 931 0" 1.8 fps 67.1 2.227" 2 0 281 9" 0.004 0.5 22.2 120 SF 0 121'9" 9" 0.3 REF AS 22.2 gpm PATH 7 K= 2.69 67.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 13 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 REF C10 21.0 21! 0 0 611 1" 1.7 fps 66.9 PATH 1 2.227" 2 0 281 9" 0.004 0.3 K= 2.57 21.0 120 SF 0 891101, -9" -0.3 REF 49 2" 0 0 81 0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 50 2" 0 0 81 0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 51 2" 0 0 81 0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 52 2" 0 0 81 0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'0" 0" 0.0 REF 53 2" 0 0 81 0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'O" 0" 0.0 REF 54 2" 0 0 81 0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 55 2" 0 0 81 0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 56 2" 0 0 81 0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'O". 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #2 FLOW # OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 14 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 CONTINUED REF 57 2" 0 0 93'O" 1.7 fps 67.2 2.227" 2 0 281 9" 0.004 0.4 21.0 120 SF 0 1211 9" 9" 0.3 REF A6 21.0 gpm PATH 8 K= 2.55 67.9 psi PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 REF Cli 20.1 2" 0 0 61'1" 1.7 fps 67.0 PATH 1 2.227" 2 0 28'9" 0.003 0.3 K= 2.46 20.1 120 SF 0 89'10" -9" -0.3 REF 58 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 59 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 60 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 61 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 62 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 63 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 of, 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #2 PAGE 15 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 CONTINUED REF 64 2" 0 0 8'0" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 65 2" 0 0 8'0" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 8'O" 0" 0.0 REF 66 2" 0 0 93'0" 1.7 fps 67.2 2.227" 2 0 28'9" 0.003 0.4 20.1 120 SF 0 1211 9" 9" 0.3 REF A7 20.1 gpm PATH 9 K= 2.44 67.9 psi PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 REF C12 19.5 2" 0 0 61'i" 1.6 fps 67.1 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.38 19.5 120 SF 0 89'10" -9" -0.3 REF 67 2" 0 0 81 0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 68 2" 0 0 81 0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 69 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8 1 0" 0" 0.0 REF 70 2" 0 0 81 0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'O" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #2 PAGE 16 FLOW i OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 CONTINUED REF 71 2" 0 0 8'0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 72 2" 0 0 8'0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 73 2" 0 0 81 0" 1 6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 74 2" 0 0 8'O" 1 6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'0" 0" 0.0 REF 75 2" 0 0 93'0" 1.6 fps 67.3 2.227" 2 0 281 9" 0.003 0.4 19.5 120 SF 0 121'9" 9" 0.3 REF A8 19.5 gpm PATH 10 K= 2.37 68.0 psi PATH 11 FROM HYDRAULIC REFERENCE C13 TO A9 REF C13 19.1 2" 0 0 77'1" 1.6 fps 67.2 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.34 19.1 120 SF 0 105'10" -9" -0.3 REF 76 2" 0 0 141'0" 1.6 fps 67.2 2 227" 2 0 28'9" 0.003 0.5 19.1 120 SF 0 169'9" 9" 0.3 REF A9 19.1 gpm PATH 11 K= 2.32 68.0 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #2 FLOW % OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 17 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE C14 TO A10 REF C14 19.1 2" 0 0 218'l" 1.6 fps 67.2 PATH 1 2.227" 4 0 571 6" 0.003 0.8 K= 2.33 19.1 120 SF 0 275'7" 0" 0.0 REF A10 19.1 gpm PATH 12 K= 2.32 68.1 psi PATH 13 FROM HYDRAULIC REFERENCE C15 TO All REF C15 19.5 2" 0 0 218'1" 1.6 fps 67.3 PATH 1 2.227" 4 0 57 1 6" 0.003 0.9 K= 2.37 19.5 120 SF 0 275'7" 0" 0.0 REF All 19.5 gpm PATH 13 K= 2.36 68.2 psi PATH 14 FROM HYDRAULIC REFERENCE C16 TO Al2 REF C16 20.1 2" 0 0 218'1" 1.7 fps 67.3 PATH 1 2.227" 4 0 571 6" 0.003 0.9 K= 2.45 20.1 120 SF 0 2757" 0" 0.0 REF Al2 20.1 gpm PATH 14 K= 2.44 68.2 psi PATH 15 FROM HYDRAULIC REFERENCE C17 TO B4 REF C17 21.1 2" 0 0 218'1" 1.8 fps 67.3 PATH 1 2.227" 4 0 571 6" 0.004 1.0 K= 2.57 21.1 120 SF 0 275'7" 0" 0.0 REF B4 21.1 gpm PATH 15 K= 2.55 68.4 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 18 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 16 FROM HYDRAULIC REFERENCE E6 TO B3 REF E6 20.7 2" 0 0 218'1" 1.7 fps 67.4 PATH 1 2.227" 4 0 57'6" 0.004 1.0 K= 2.53 20.7 120 SF 0 25'7" 0" 0.0 REF B3 20.7 gpm PATH 16 K= 2.51 68.3 psi PATH 17 FROM HYDRAULIC REFERENCE E5 TO B2 REF ES 12.5 2" 0 0 731 4" 1.0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.1 K= 1.53 12.5 120 SF 0 102'1' -9" -0.3 REF 141 12.3 2" 0 0 130'7" 2.1 fps 67.2 PATH 21 2.227" 2 0 281 9" 0.005 0.8 K= 1.50 24.8 120 SF 0 159'4" 11 7" 0.7 REF B2 24.8 gpm PATH 17 K= 3.00 68.7 Ps PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 REF E4 12.6 2" 0 0 5'l" 1.0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.0 K= 1.54 12.6 120 SF 0 33'10" -9" -0.3 REF 28 2" 0 0 81 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 29 2" 0 0 8'O" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 30 2" 0 0 8'0" 1 0 fps 67.1 2 227" 0 0 0" 0.001 0.0 12.6 120 SF 0 89 0" 0" 0.0 CONTINUED 67.1 Ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 42 PAGE 19 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 CONTINUED REF 31 2" 0 0 81 0" 1 0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 32 2" 0 0 81 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'O" 0" 0.0 REF 33 21! 0 0 8'0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 34 2" 0 0 81 0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 35 2" 0 0 8'0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 36 2" 0 0 4'3" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 4 1 3" 0" 0.0 REF 140 12.6 gpm PATH 18 K= 1.54 67.2 psi PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 REF E3 8.7 2" 0 0 51 1" 0.7 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.0 K= 1.06 8.7 120 SF 0 331 10" -9" -0.3 REF 19 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 20 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pt Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 CONTINUED REF 20 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 21 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 22 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8'O" 0" 0.0 REF 23 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8'0" 0" 0.0 REF 24 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 25 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 26 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 27 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 281 9" 0.001 0.0 8.7 120 SF 0 331 9" 9" 0.3 REF F3 8.7 gpm PATH 19 K= 1.05 67.5 psi ., I. LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *2 PAGE 21 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 REF E2 8.5 4" 0 0 101 8" 0.2 fps 67.4 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.04 8.5 120 SF 0 101 8" 0" 0.0 REF El 2" 0 0 5'1" 0.7 fps 67.4 2.227" 2 0 281 9" 0.001 0.0 8.5 120 SF 0 33'10" -9" -0.3 REF 1 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 O" 0" 0.0 REF 2 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 3 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'O" 0" 0.0 REF 4 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'0" 0" 0.0 REF 5 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 6 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" of, 0.0 REF 7 2" 0 0 80I! 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi I' L LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA i2 PAGE 22 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pt Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 CONTINUED REF 8 2" 0 0 80" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 9 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.5 120 SF 0 331 9" 9" 0.3 REF Fl 4" 0 0 10'8" 0.2 fps 67.5 4.352" 0 0 0" 0.000 0.0 8.5 120 SF 0 101 8" 0" 0.0 REF F2 8.5 gpm PATH 20 K= 1.04 67.5 psi PATH 21 FROM HYDRAULIC REFERENCE F4 TO 141 REF F4 12.3 4" 0 0 12'O" 0.3 fps 67.5 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.50 12.3 120 SF 0 121 0" 0" 0.0 REF ES 2" 0 0 9" 1.0 fps 67.5 2.227" 2 0 28'9" 0.001 0.0 12.3 120 SF 0 291 6" -9" -0.3 REF 141 12.3 gpm PATH 21 K= 1.50 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LOT 38 Location: 2110 RUTHERFORD CARLSBAD, CA 92008 Drawing Date: Contractor: SIMPLEXGRINNELL 9630 RIDGEHAVEN CT %B SAN DIEGO CA 92123 Designer: DEREK OLIVAS Calculated By: SprinkCALC CSC Systems & Design Construction: V-N Reviewing Authorities:CARLSBAD FIRE SYSTEM DESIGN Remote Area Number: 3 Telephone:858 279 1980 Occupancy: SPEC WAREHOUSE Code: Hazard: System Type:WET Area of Sprinkler Operation 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 I Make: Model:A Area per Sprinkler 112 sq ftl Orifice:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:200 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 250.1 psi Required: 41.9 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 12-00 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 120.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 117.0 psi I Elevation 0 At a Flow of 1635 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: 2110 RUTHERFORD Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 1195 Gallons Notes: GRID NOT PEAKED SHIFT LEFT(DOWN) REQUIRED 42.31 psi 249.9 gpm SHIFT RIGHT(UP) REQUIRED 41.27 psi 250.2 gpm LOT 38 Drawing Date: 7/13/01 16:17 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 250 23.2 psi Elevation Change 27'2" 11.8 1 Pipe 6" 10x21 NW Pipe 27' 120 6.357 250 0.1 1 Pipe 8" DIx18 Cl 52 kpS SPQ' 140 8.720 250 0.0 5 8" MJ 90 Eli 18' 120 8.071 250 0.1 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 250 6.7 1 Pipe 8" DIx18 Cl 52 35' 140 8.720 250 0.0 3 8" MJ 90 Eli 18' 120 8.071 250 0.0 1 8" MJ Tee?Take Out? 35' 120 8.071 250 0.0 1 8" Flngd Gate Valve Kennedy "4068A" 4' 120 8.071 250 0.0 Hydr Ref Ri Required at Source 250 -*--9. psi4tt, Water Source120.0 psi static,117.0 psi residual @ 1635 gpm 250 gpm 119.9 psi SAFETY PRESSURE Available Pressure of 119.9 psi Exceeds Required Pressure of 41.9 psi This is a safety margin of 78.0 psi or 65 % of Supply Maximum Water Velocity is 20.6 fps LOT 38 Drawing Date: 7/13/01 16:17 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe % FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Eli SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / IDA4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path %1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %3 PAGE 1 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) HEAD 131 14.8 1-1/4" 0 0 8'9" 2.9 fps 7.4 7.4 0.17 gpm/sq ft 1.452" 0 0 0" 0.015 0.1 0.4 K= 5.60 14.8 120 XL 0 8'9" 0" 0.0 7.0 HEAD 132 15.0 1-1/4" 0 0 91 9" 5.8 fps 7.5 7.5 0.15 gpm/sq ft 1.452" 0 0 0" 0.056 0.5 0.4 K= 5.60 29.8 120 XL 0 91 9" 0" 0.0 7.1 HEAD 133 15.5 1-1/4" 0 0 9'9" 8.9 fps 8.0 8.0 0.16 gpm/sq ft 1.452" 0 0 0" 0.121 1.2 0.4 K= 5.60 45.2 120 XL 0 91 9" 0" 0.0 7.6 HEAD 134 16.6 1-1/4" 0 0 9'9" 12.1 fps 9.2 9.2 0.17 gpm/sq ft 1.452" 0 0 0" 0.216 2.1 0.5 K= 5.60 61.8 120 XL 0 91 9" 0" 0.0 8.8 HEAD 135 18.4 1-1/4" 0 0 9'9" 15.7 fps 11.3 11.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.349 3.4 0.6 K= 5.60 80.2 120 XL 0 91 9" 0" 0.0 10.8 HEAD 136 21.0 1-1/4" 0 0 581 3" 19.8 fps 14.7 14.7 0.22 gpm/sq ft 1.452" 0 0 0" 0.536 31.2 0.7 K= 5.60 101.1 120 XL 0 58'3" 0" 0.0 14.0 REF 144 1-1/2" 0 0 18'9" 14.7 fps 45.9 1.687" 2 0 20'1" 0.258 10.0 101.1 120 XL 0 38'10" 11 0" 0.4 REF D3 198.6 2-1/2" 2 0 62'10" 16.6 fps 56.4 PATH 2 2.727" 0 0 191 6" 0.186 15.3 K= 26.44 299.7 120 SF 0 821 4" -171 8" -7.6 REF C7 -46.3 2-1/2" 0 0 4" 14.1 fps 64.0 PATH 4 2.727" 1 0 19'6" 0.136 2.7 K= -5.78 253.5 120 SF 0 19'9" 0" 0.0 CONTINUED 66.7 ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #3 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF C8 4" 0 0 41 2" 5.5 fps 66.7 4.352" 0 0 0" 0.014 0.1 253.5 120 SF 0 4 1 2" 0" 0.0 REF C9 -22.2 4" 0 0 10'0" 5.0 fps 66.8 PATH 7 4.352" 0 0 0" 0.012 0.1 K= -2.72 231.3 120 SF 0 101 0" 0" 0.0 REF C10 -21.0 4" 0 0 101 0" 4.6 fps 66.9 PATH 8 4.352" 0 0 0" 0.010 0.1 K= -2.57 210.2 120 SF 0 10'0" 0" 0.0 REF Cli -20.1 4" 0 0 101 0" 4.1 fps 67.0 PATH 9 4.352" 0 0 0" 0.008 0.1 K= -2.46 190.1 120 SF 0 10'0" 0" 0.0 REF C12 -19.5 4" 0 0 10'9" 3.7 fps 67.1 PATH 10 4.352" 0 0 0" 0.007 0.1 K= -2.38 170.6 120 SF 0 10'9" 0" 0.0 REF C13 -19.1 4" 0 0 121 0" 3.3 fps 67.2 PATH 11 4.352" 0 0 0" 0.005 0.1 K= -2.34 151.5 120 SF 0 12'0" 0" 0.0 REF C14 -19.1 4" 0 0 12'O" 2.9 fps 67.2 PATH 12 4 352" 0 0 0" 0.004 0.1 K= -2.33 132.3 120 SF 0 121 0" 0" 0.0 REF C15 -19.5 4" 0 0 121 0" 2.5 fps 67.3 PATH 13 4.352" 0 0 0" 0.003 0.0 K= -2.37 112.9 120 SF 0 121 0" 0" 0.0 REF C16 -20.1 4" 0 0 121 0" 2.0 fps 67.3 PATH 14 4.352" 0 0 0" 0.002 0.0 K= -2.45 92.7 120 SF 0 121 0" 0" 0.0 CONTINUED 67.3 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA #3 PAGE 3 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF C17 -21.1 4" 0 0 121 0" 1.6 fps 67.3 PATH 15 4.352" 0 0 0" 0.001 0.0 K= -2.57 71.6 120 SF 0 121 0" 0" 0.0 REF E6 -20.7 4" 0 0 121 0" 1.1 fps 67.4 PATH 16 4.352" 0 0 0" 0.001 0.0 K= -2.53 50.9 120 SF 0 121 0" 0" 0.0 REF E5 -12.5 4" 0 0 12'0" 0.8 fps 67.4 PATH 17 4.352" 0 0 0" 0.000 0.0 K= -1.53 38.4 120 SF 0 121 0" 0" 0.0 REF E4 -12.6 4" 0 0 11'2" 0.6 fps 67.4 PATH 18 4.352" 0 0 0" 0.000 0.0 K= -1.54 25.8 120 SF 0 111 2" 0" 0.0 REF E3 -8.7 4" 0 0 10'8" 0.4 fps 67.4 PATH 19 4.352" 0 0 0" 0.000 0.0 K= -1.06 17.1 120 SF 0 101 8" 0" 0.0 REF E2 -8.5 2" 0 0 5'1" 0.7 fps 67.4 PATH 20 2.227" 2 0 289" 0.001 0.0 K= -1.04 8.6 120 SF 0 33'10" -9" -0.3 REF 10 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 11 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 12 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA it3 PAGE 4 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 13 2" 0 0 8'O" 0 7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 14 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 15 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 16 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 17 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 18 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.6 120 SF 0 33'9" 9" 0.3 REF F2 8.5 4" 0 0 10'8" 0.4 fps 67.5 PATH 20 4.352" 0 0 of, 0.000 0.0 K= 1.04 17.1 120 SF 0 101 8" 0" 0.0 REF F3 8.7 4" 0 0 11'2" 0.6 fps 67.5 PATH 19 4.352" 0 0 of, 0.000 0.0 K= 1.05 25.8 120 SF 0 11'2" 0" 0.0 REF F4 -12.3 2" 0 0 9" 1.1 fps 67.5 PATH 21 2.227" 2 0 281 9" 0.002 0.0 K= -1.50 13.5 120 SF 0 291 6" -9" -0.3 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 41:3 PAGE 5 FLOW 41: OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 140 12.6 2" 0 0 1151 0" 2.2 fps 67.2 PATH 18 2.227" 2 0 28'9" 0.005 0.8 K= 1.54 26.1 120 SF 0 143'9" 11 7" 0.7 REF B1 4" 0 0 191 8" 0.6 fps 68.7 4.352" 0 0 0" 0.000 0.0 26.1 120 SF 0 191 8" 0" 0.0 REF B2 24.8 4" 2 0 201 3" 1.1 fps 68.7 PATH 17 4.352" 0 0 291 3" 0.001 0.0 K= 3.00 50.9 120 SF 0 491 5" -10" -0.4 REF B3 20.7 4" 0 0 121 0" 1.6 fps 68.3 PATH 16 4.352" 0 0 0" 0.001 0.0 K= 2.51 71.6 120 SF 0 121 0" 0" 0.0 REF B4 21.1 4" 0 0 31 6" 2.0 fps 68.4 PATH 15 4.352" 0 0 0" 0.002 0.0 K= 2.55 92.7 120 SF 0 3'6" 0" 0.0 REF B5 6" 0 0 7" 0.9 fps 68.4 6.357" 1 0 371 9" 0.000 0.0 92.7 120 10 0 38'3" 0" 0.0 REF A14 207.0 6" 0 0 141 5" 3.1 fps 68.4 PATH 4 6.357" 0 0 0" 0.003 0.0 K= 25.03 299.7 120 10 0 141 5" 0" 0.0 REF W 299.7 gpm PATH 1 K= 36.24 68.4 psi PATH 2 FROM HYDRAULIC REFERENCE 120 TO D3 HEAD 120 15.5 1-1/4" 0 0 7'0" 3.0 fps 8.0 8.0 0.21 gpm/sq ft 1.452" 0 0 0" 0.017 0.1 0.4 K= 5.60 15.5 120 XL 0 71 0" 0" 0.0 7.6 CONTINUED 8.1 psi LOT 38 Drawing Date: REMOTE AREA *3 FLOW # OF LENGTH (GPM) PIPE FITS FEET HYD REF OUTLET SIZE 90 45 PIPE ID T LT FITTINGS K FACTOR PIPE C TYPE OTHER TOTAL 7/13/01 16:17 PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD VELOCITY Pt Pt Pn ELEV LOSS PSI/FT Pf Pv Pdrop PIPE ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 120 TO D3 CONTINUED HEAD 121 15.6 1-1/4" 0 0 9'9" 6.1 fps 8.1 8.1 0.15 gpm/sq ft 1.452" 0 0 0" 0.060 0.6 0.4 K= 5.60 31.0 120 XL 0 9'9" 0" 0.0 7.7 HEAD 122 16.1 1-1/4" 0 0 9'9" 9.2 fps 8.7 8.7 0.16 gpm/sq ft 1.452" 0 0 0" 0.131 1.3 0.4 K= 5.60 47.2 120 XL 0 91 9" 0" 0.0 8.3 HEAD 123 17.3 1-1/4" 0 0 9'9" 12.6 fps 10.0 10.0 0.17 gpm/sq ft 1.452" 0 0 0" 0.233 2.3 0.5 K= 5.60 64.4 120 XL 0 91 9" 0" 0.0 9.5 HEAD 124 19.1 1-1/4" 0 0 91 9" 16.4 fps 12.3 12.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.376 3.7 0.6 K= 5.60 83.6 120 XL 0 91 9" 0" 0.0 11.7 HEAD 125 21.8 1-1/4" 0 0 48'7" 20.6 fps 15.9 15.9 0.22 gpm/sq ft 1.452" 0 0 0" 0.578 28.1 0.8 K= 5.60 105.4 120 XL 0 481 7" 0" 0.0 15.2 REF 142 1-1/2" 0 0 18'9" 15.3 fps 44.0 1.687" 2 0 201 1" 0.278 10.8 105.4 120 XL 0 381 10" 11 0" 0.4 REF Dl 2-1/2" 0 0 10'6" 5.8 fps 55.3 2.727" 0 0 0" 0.027 0.3 105.4 120 SF 0 101 6" 0" 0.0 REF D2 93.2 2-1/2" 0 0 10'0" 11.0 fps 55.5 PATH 3 2.727" 0 0 0" 0.087 0.9 K= 12.51 198.6 120 SF 0 10'0" 0" 0.0 REF D3 198.6 gpm PATH 2 K= 26.44 56.4 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *3 PAGE 7 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90'45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 126 TO D2 HEAD 126 17.4 1-1/4" 0 0 99"3.4 fps 9.9 9.9 0.18 gpm/sq ft 1.452" 0 0 0" 0.021 0.2 0.2 K= 5.60 17.4 120 XL 0 91 9" 0" 0.0 9.7 HEAD 127 17.3 1-1/4" 0 0 91 9" 6.8 fps 10.1 10.1 0.18 gpm/sq ft 1.452" 0 0 0" 0.074 0.7 0.5 K= 5.60 34.8 120 XL 0 91 9" 0" 0.0 9.6 HEAD 128 18.0 1-1/4" 0 0 9'9" 10.3 fps 10.8 10.8 0.19 gpm/sq ft 1.452" 0 0 0" 0.161 1.6 0.5 K= 5.60 52.7 120 XL 0 91 9" 0" 0.0 10.3 HEAD 129 19.2 1-1/4" 0 0 91 9" 14.1 fps 12.4 12.4 0.20 gpm/sq ft 1.452" 0 0 0" 0.285 2.8 0.6 K= 5.60 72.0 120 XL 0 91 9" 0" 0.0 11.8 HEAD 130 21.3 1-1/4" 0 0 68'0" 18.2 fps 15.1 15.1 0.22 gpm/sq ft 1.452" 0 0 0" 0.461 31.3 0.7 K= 5.60 93.2 120 XL 0 681 0" 0" 0.0 14.4 REF 143 1-1/2" 0 0 18'9" 13.5 fps 46.5 1.687" 2 0 20'l" 0.222 8.6 93.2 120 XL 0 38'10" 1'O" 0.4 REF D2 93.2 gpm PATH 3 K= 12.51 55.5 psi PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 REF C7 46.3 2-1/2" 0 0 61 6" 2.6 fps 64.0 PATH 1 2.727" 1 0 191 6" 0.006 0.2 K= 5.78 46.3 120 SF 0 26'0" 0" 0.0 REF C6 -15.7 2-1/2" 0 0 14'0" 1.7 fps 64.2 PATH 5 2.727" 0 0 on 0.003 0.0 K= -1.97 30.5 120 SF 0 14 1 0" 0" 0.0 CONTINUED 64.2 ps V V LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA Ilr3 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF C5 -15.0 1-1/4" 0 0 37'1" 3.0 fps 64.2 PATH 6 1.452" 2 0 151 4" 0.017 0.9 K= -1.87 15.5 120 XL 0 521 5" -9" -0.3 REF 86 1-1/4" 0 0 8'0" 3.0 fps 64.8 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 87 1-1/4" 0 0 81 0" 3.0 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 88 1-1/4" 0 0 8'0" 3.0 fps 65.1 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 89 1-1/4" 0 0 8'0" 3.0 fps 65.2 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 8'O" 0" 0.0 REF 90 1-1/4" 0 0 8'0" 3.0 fps 65.3 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 91 1-1/4" 0 0 76'6" 3.0 fps 65.5 1.452" 2 0 151 4" 0.017 1.5 15.5 120 XL 0 91'10" 9" 0.3 REF A2 15.0 2-1/2" 0 0 14'0" 1.7 fps 67.3 PATH 6 2.727" 0 0 0" 0.003 0.0 K= 1.83 30.5 120 SF 0 141 0" 0" 0.0 REF A3 15.7 2-1/2" 2 0 74'0" 2.6 fps 67.4 PATH 5 2.727" 0 0 19'6" 0.006 0.5 K= 1.92 46.3 120 SF 0 931 6" 0" 0.0 CONTINUED 67.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA %3 PAGE 9 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF A4 4" 0 0 1'6" 1.0 fps 67.9 4.352" 0 0 0" 0.001 0.0 46.3 120 SF 0 1'6" 0" 0.0 REF A5 22.2 4" 0 0 10'O" 1.5 fps 67.9 PATH 7 4.352" 0 0 0" 0.001 0.0 K= 2.69 68.5 120 SF 0 101 0" 0" 0.0 REF A6 21.0 4" 0 0 101 0" 1.9 fps 67.9 PATH 8 4.352" 0 0 0" 0.002 0.0 K= 2.55 89.5 120 SF 0 101 0" 0" 0.0 REF A7 20.1 4" 0 0 101 0" 2.4 fps 67.9 PATH 9 4.352" 0 0 0" 0.003 0.0 K= 2.44 109.6 120 SF 0 101 0" 0" 0.0 REF A8 19.5 4" 0 0 10'9" 2.8 fps 68.0 PATH 10 4.352" 0 0 0" 0.004 0.0 K= 2.37 129.1 120 SF 0 10'9" 0" 0.0 REF A9 19.1 4" 0 0 12'O" 3.2 fps 68.0 - - PATH 11 4.352" 0 0 of, 0.005 0.1 K= 2.32 148.3 120 SF 0 121 0" 0" 0.0 REF A10 19.1 4" 0 0 121 0" 3.6 fps 68.1 PATH 12 4.352" 0 0 0" 0.006 0.1 K= 2.32 167.4 120 SF 0 12'0" 0" 0.0 REF All 19.5 4" 0 0 12'O" 4.1 fps 68.2 PATH 13 4.352" 0 0 of, 0.008 0.1 K= 2.36 186.9 120 SF 0 121 0" 0" 0.0 REF Al2 20.1 4" 0 0 7'6" 4.5 fps 68.2 PATH 14 4.352" 0 0 0" 0.010 0.1 K= 2.44 207.0 120 SF 0 71 6" 0" 0.0 CONTINUED 68.3 Ps , LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 13 FLOW % OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 10 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF A13 6" 0 0 7" 2.1 fps 68.3 6.357" 1 0 37'9" 0.002 0.1 207.0 120 10 0 381 3" 0" 0.0 REF A14 207.0 gpm PATH 4 K= 25.03 68.4 psi PATH 5 FROM HYDRAULIC REFERENCE C6 TO A3 REF C6 15.7 1-1/4" 0 0 451 1" 3.1 fps 64.2 PATH 4 1.452" 2 0 15'4" 0.017 1.0 K= 1.97 15.7 120 XL 0 60'5" -9" -0.3 REF 92 1-1/4" 0 0 81 0" 3.1 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.7 120 XL 0 8'O" 0" 0.0 REF 93 1-1/4" 0 0 100'6" 3.1 fps 65.0 1.452" 2 0 151 4" 0.017 2.0 15.7 120 XL 0 115'10" 9" 0.3 REF A3 15.7 gprn PATH S K= 1.92 67.4 psi PATH 6 FROM HYDRAULIC REFERENCE CS TO A2 REF CS 15.0 2-1/2" 0 0 14'0" 0 8 fps 64.2 PATH 4 2.727" 0 0 0" 0.001 0.0 K= 1.87 15.0 120 SF 0 14'0" 0" 0.0 REF 04 1-1/4" 0 0 371 1" 2.9 fps 64.2 1.452" 2 0 15'4" 0.016 0.8 15.0 120 XL 0 525" -9" -0.3 REF 80 1-1/4" 0 0 810" 2.9 fps 64.7 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 8'0" 0" 0.0 CONTINUED 64.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA i3 PAGE 11 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE C5 TO A2 CONTINUED REF 81 1-1/4" 0 0 8'O" 2.9 fps 64.9 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 82 1-1/4" 0 0 81 0" 2.9 fps 65.0 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 83 1-1/4" 0 0 81 011 2.9 fps 65.1 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 Poll 0" 0.0 REF 84 1-1/4" 0 0 81 0" 2.9 fps 65.2 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 85 1-1/4" 2 0 801 0" 2.9 fps 65.4 1.452" 2 0 23'1" 0.016 1.6 15.0 120 XL 0 103'0" 9" 0.3 REF Al 2-1/2" 0 0 10'6" 0.8 fps 67.3 2.727" 0 0 0" 0.001 0.0 15.0 120 SF 0 101 6" 0" 0.0 REF A2 15.0 gpm PATH 6 K= 1.83 67.3 psi PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 REF C9 22.2 2" 0 0 611 1" 1.8 fps 66.8 PATH 1 2.227" 2 0 28'9" 0.004 0.4 K= 2.72 22.2 120 SF 0 89'10" -9" -0.3 REF 40 2" 0 0 8'0" 1.8 fps 66.8 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 CONTINUED 66.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *3 PAGE 12 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 CONTINUED REF 41 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 42 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 43 2" 0 0 8'0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 44 2" 0 0 8'0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'O" 0" 0.0 REF 45 2" 0 0 8'0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 46 2" 0 0 8'0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 47 2" 0 0 8'0" 1.8 fps 67.1 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 48 2" 0 0 93'0" 1.8 fps 67.1 2.227" 2 0 28'9" 0.004 0.5 22.2 120 SF 0 1211 9" 9" 0.3 REF A5 22.2 gpm PATH 7 K= 2.69 67.9 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA i3 PAGE 13 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 REF CIO 21.0 2" 0 0 61'1" 1.7 fps 66.9 PATH 1 2.227" 2 0 281 9" 0.004 0.3 K= 2.57 21.0 120 SF 0 89'10" -9" -0.3 REF 49 2" 0 0 81 0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'O" 0" 0.0 REF 50 2" 0 0 8'O" 1,7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" on 0.0 REF 51 2" 0 0 8'O" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'O" 0" 0.0 REF 52 2" 0 0 8'O" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 53 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 54 2" 0 0 8'0" 1 7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'O" 0" 0.0 REF 55 2" 0 0 8'0" 1.7 fps 67.l 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 56 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 of, 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 43 PAGE 14 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 CONTINUED REF 57 2" 0 0 93'0" 1.7 fps 67.2 2.227" 2 0 281 9" 0.004 0.4 21.0 120 SF 0 1211 9" 9" 0.3 REF A6 21.0 gprn PATH 8 K= 2.55 67.9 psi PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 REF Cli. 20.1 2" 0 0 611 1" 1.7 fps 67.0 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.46 20.1 120 SF 0 89'10" -9" -0.3 REF 58 2" 0 0 8'O" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 59 2" 0 0 8'0" 1 7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 60 2" 0 0 81 0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 61 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 62 2" 0 0 81 0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 63 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *3 PAGE 15 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 CONTINUED REF 64 2" 0 0 8'O" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 65 2" 0 0 8'O" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 66 2" 0 0 931 0" 1.7 fps 67.2 2.227" 2 0 28'9" 0.003 0.4 20.1 120 SF 0 121'9" 9" 0.3 REF A7 20.1 gprn PATH 9 K= 2.44 67.9 Ps PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 REF C12 19.5 2" 0 0 611 1" 1.6 fps 67.1 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.38 19.5 120 SF 0 89'10" -9" -0.3 REF 67 2" 0 0 8'O" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'O" 0" 0.0 REF 68 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'0" 0" 0.0 REF 69 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 70 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8 1 0" 0" 0.0 CONTINUED 67.2 Psi * LOT 38 Drawing Date: 7/13/01. 16:17 REMOTE AREA *3 PAGE 16 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 CONTINUED REF 71 2" 0 0 81 0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'0" 0" 0.0 REF 72 2" 0 0 81 0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 73 2" 0 0 81 0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 74 2" 0 0 81 0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 75 2" 0 0 931 0" 1.6 fps 67.3 2.227" 2 0 281 9" 0.003 0.4 19.5 120 SF 0 121'9" 9" 0.3 REF A8 19.5 gpm PATH 10 K= 2.37 68.0 psi PATH 11 FROM HYDRAULIC REFERENCE C13 TO A9 REF C13 19.1 - 2" 0 0 771 1" 1.6 fps 67.2 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.34 19.1 120 SF 0 105'10" -9" -0.3 REF 76 2" 0 0 1411 0" 1.6 fps 67.2 2.227" 2 0 281 9" 0.003 0.5 19.1 120 SF 0 169'9" 9" 0.3 REF A9 19.1 gpm PATH 11 K= 2.32 68.0 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *3 FLOW % OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 17 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE C14 TO A10 REF C14 19.1 2" 0 0 218'1" 1.6 fps 67.2 PATH 1 2.227" 4 0 57 1 6" 0.003 0.8 K= 2.33 19.1 120 SF 0 275'7" 0" 0.0 REF A10 19.1 gpm PATH 12 K= 2.32 68.1 psi PATH 13 FROM HYDRAULIC REFERENCE C15 TO All REF C15 19.5 2" 0 0 218'1" 1.6 fps 67.3 PATH 1 2.227" 4 0 571 6" 0.003 0.9 K= 2.37 19.5 120 SF 0 275'7" 0" 0.0 REF All 19.5 gpm PATH 13 K= 2.36 68.2 psi PATH 14 FROM HYDRAULIC REFERENCE C16 TO Al2 REF C16 20.1 2" 0 0 218'l" 1.7 fps 67.3 PATH 1 2.227" 4 0 571 6" 0.003 0.9 K= 2.45 20.1 120 SF 0 2757" 0" 0.0 REF Al2 20.1 gpm PATH 14 K= 2.44 68.2 psi PATH 15 FROM HYDRAULIC REFERENCE C17 TO B4 REF C17 21.1 2" 0 0 218'1" 1.8 fps 67.3 PATH 1 2.227" 4 0 57'6" 0.004 1.0 K= 2.57 21.1 120 SF 0 275'7" 0" 0.0 REF B4 21.1 gpm PATH 15 K= 2.55 68.4 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *3 FLOW % OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 18 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 16 FROM HYDRAULIC REFERENCE E6 TO B3 REF E6 20.7 2" 0 0 218'1" 1.7 fps 67.4 PATH 1 2.227" 4 0 571 6" 0.004 1.0 K= 2.53 20.7 120 SF 0 275'7" 0" 0.0 REF B3 20.7 gpm PATH 16 K= 2.51 68.3 psi PATH 17 FROM HYDRAULIC REFERENCE E5 TO B2 REF E5 12.5 2" 0 0 731 4" 1.0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.1 K= 1.53 12.5 120 SF 0 102'1" -9" -0.3 REF 141 12.3 2" 0 0 130'7" 2.1 fps 67.2 PATH 21 2.227" 2 0 281 9" 0.005 0.8 K= 1.50 24.8 120 SF 0 159'4" 1'7" 0.7 REF B2 24.8 gpm PATH 17 K= 3.00 68.7 psi PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 REF E4 12.6 2" 0 0 5'1" 1.0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.0 K= 1.54 12.6 120 SF 0 33'10" -9" -0.3 REF 28 2" 0 0 8'O" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 29 2" 0 0 8 1 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 30 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA i3 PAGE 19 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 CONTINUED REF 31 2" 0 0 8 1 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 32 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'0" 0" 0.0 REF 33 2" 0 0 8'0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 34 2" 0 0 8'0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 89 0" 0" 0.0 REF 35 2" 0 0 8'0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'0" 0" 0.0 REF 36 2" 0 0 4'3" 1.0 fps 67.2 2.227" 0 0 on 0.001 0.0 12.6 120 SF 0 41 3" 0" 0.0 REF 140 12.6 gprn PATH 18 K= 1.54 67.2 psi PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 REF E3 8.7 2" 0 0 5'1" 0.7 fps 67.4 PATH 1 2.227" 2 0 28'9" 0.001 0.0 K= 1.06 8.7 120 SF 0 33'10" -9" -0.3 REF 19 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 Ps LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 43 PAGE 20 FLOW 4 OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 CONTINUED REF 20 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8'O" 0" 0.0 REF 21 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 22 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 23 2" 0 0 81 0" 0.7 fps 67.1 2.227'v 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 24 - 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 25 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 26 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8 1 0" 0" 0.0 REF 27 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 281 9" 0.001 0.0 8.7 120 SF 0 33'9" 9" 0.3 REF F3 8.7 gpm PATH 19 K= 1.05 67.5 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA *3 PAGE 21 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 REF £2 8.5 4" 0 0 101 8" 0.2 fps 67.4 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.04 8.5 120 SF 0 101 8" 0" 0.0 REF El 2" 0 0 51 1" 0.7 fps 67.4 2.227" 2 0 289" 0.001 0.0 8.5 120 SF 0 33'10" -9" -0.3 REF 1 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 2 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8 1 0" 0" 0.0 REF 3 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 4 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 5 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 6 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 7 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8 1 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:17 REMOTE AREA 4F3 PAGE 22 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 CONTINUED REF 8 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 9 2" 0 0 51 0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.5 120 SF 0 331 9" 9" 0.3 REF Fl 4" 0 0 10'8" 0.2 fps 67.5 4.352" 0 0 0" 0.000 0.0 8.5 120 SF 0 10'8" 0" 0.0 REF F2 8.5 gpm PATH 20 K= 1.04 67.5 psi PATH 21 FROM HYDRAULIC REFERENCE F4 TO 141 REF F4 12.3 4" 0 0 12'O" 0.3 fps 67.5 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.50 12.3 120 SF 0 121 0" 0" 0.0 REF F5 2" 0 0 9" 1.0 fps 67.5 2.227" 2 0 281 9" 0.001 0.0 12.3 120 SF 0 291 6" -9" -0.3 REF 141 12.3 gpm PATH 21 K= 1.50 67.2 psi - LOT 38 Drawing Date: 7/13/01 16:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LOT 38 Location: 2110 RUTHERFORD CARLSBAD, CA 92008 Drawing Date: Contractor: S IMPLEXGRINNELL 9630 RIDGEHAVEN CT #B SAN DIEGO CA 92123 Designer: DEREK OLIVAS Calculated By: SprinkCAlC CSC Systems & Design Construction: V-N Reviewing Authorities:CARLSBAD FIRE SYSTEM DESIGN Remote Area Number: 4 Telephone:858 279 1980 Occupancy: SPEC WAREHOUSE Code: Hazard: System Type:WET Area of Sprinkler Operation 1500 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.150 1 Make: Model:A Area per Sprinkler 112 sq ftj Orifice:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:200 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 17 Flowing Outlets gpm Required: 271.6 psi Required: 51.4 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 12-00 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 120.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 117.0 psi I Elevation 0 I At a Flow of 1635 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: 2110 RUTHERFORD Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 1195 Gallons Notes: LOT 38 Drawing Date: 7/13/01 16:16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 272 32.7 psi Elevation Change 271 2" 11.8 1 Pipe 6" 10x21. NW Pipe 27' 120 6.357 272 0.1 1 Pipe 8" DIx18 Cl 52 \&,' 140 8.720 272 9...Q. 5 6" MJ 90 Eli 18' 120 8.071 272 0.1 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 272 6.7 1 Pipe 8" DIx18 Cl 52 35' 140 8.720 272 0.0 3 8" MJ 90 Eli 18' 120 8.071 272 0.0 1 8" MJ Tee?Take Out? 35' 120 8.071 272 0.0 1 8" Flngd Gate Valve Kennedy "4068A" 4' 120 8.071 272 0.0 Hydr Ref Ri Required at Source 272 54..4 psi4 Water Source120.0 psi static,117.0 psi residual 8 1635 gpm 272 gpm - 119.9 psi SAFETY PRESSURE €4.,4 psi tjoo- Available Pressure of 119.9 psi Exceeds Required Pressure of 51.4 psi This is a safety margin of 68.5 psi or 57 % of Supply Maximum Water Velocity is 20.6 fps LOT 38 Drawing Date: 7/13/01 16:16 LEGEND 1-IYD REF Hydraulic reference. Refer to accompanying flow diag r a m . - K FACTOR Flow factor for open head or path where F l o w ( g p m ) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe 4t FITS number of fittings as follows: 90 - 90 deg Eli 45 - 45 deg Eli T - Tee LT - Long Tun 90 Eli SPEC - Fitting other than above or fitting with hydrau l i c equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID"4.87 Pe Pressure due to change in elevation where Fe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open hea d . Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to op e n h e a d . NOTES: - Pressures are balanced to 0.001 gpm. Pressures a r e l i s t e d t o 0.01 psi. Addition may vary by 0.01 psi due to a c c u m u l a t i o n o f round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Cal c u l a t i o n s - Path #1 is from the most remote head back to the w a t e r s o u r c e . - Later Paths are from the next most remote head ba c k t o p r e v i o u s l y defined paths LOr 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %4 PAGE 1 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pd r o p P I P E K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W ( P R I M A R Y P A T H ) HEAD 131 14.8 1-1/4" 0 0 8'9" 2.9 fps 7.4 7.4 0.17 gpm/sq ft 1.452" 0 0 0" 0.015 0.1 0.4 K= 5.60 14.8 120 XL 0 81 9" 0" 0.0 7.0 HEAD 132 15.0 1-1/4" 0 0 9'9" 5.8 fps 7.5 7.5 0.15 gpm/sq ft 1.452" 0 0 0" 0.056 0.5 0.4 K= 5.60 298 120 XL 0 91 9" 0" 0.0 7.1 HEAD 133 15.5 1-1/4" 0 0 9'9" 8.9 fps 8.0 8.0 0.16 gpm/sq ft 1.452" 0 0 0" 0.121 1.2 0.4 K= 5.60 45.2 120 XL 0 91 9" 0" 0.0 7.6 HEAD 134 16.6 1-1/4" 0 0 9'9" 12.1 fps 9.2 9.2 0.17 gpm/sq ft 1.452" 0 0 0" 0.216 2.1 0.5 K= 5.60 61.8 120 XL 0 91 9" 0" 0.0 8.8 HEAD 135 18.4 1-1/4" 0 0 9'9" 15.7 fps 11.3 11.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.349 3.4 0.6 K= 5.60 80.2 120 XL 0 91 9" 0" 0.0 10.8 HEAD 136 21.0 1-1/4" 0 0 58'3" 19.8 fps 14.7 14.7 -- 0.22 gpm/sq ft 1.452" 0 0 0" 0.536 31.2 0.7 K= 5.60 101.1 120 XL 0 581 3" 0" 0.0 14.0 REF 144 1-1/2" 0 0 18'9" 14.7 fps 45.9 1.687" 2 0 201 1" 0.258 10.0 101.1 120 XL 0 38'10" 11 0" 0.4 REF D3 198.6 2-1/2" 2 0 62'10" 16.6 fps 56.4 PATH 2 2.727" 0 0 19'6" 0.186 15.3 K= 26.44 299.7 120 SF 0 821 4" -17'8" -7.6 REF C7 -46.3 2-1/2" 0 0 4" 14.1 fps 64.0 PATH 4 2.727" 1 0 191 6" 0.136 2.7 K= -5.78 253.5 120 SF 0 191 9" 0" 0.0 CONTINUED E7 oi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA 44 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv P d r o p P I P E K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W ( P R I M A R Y P A T H ) C O N T I N U E D REF C8 4" 0 0 4'2" 5.5 fps 66.7 4.352" 0 0 0" 0.014 0.1 253.5 120 SF 0 41 2" 0" 0.0 REF C9 -22.2 4" 0 0 10'0" 5.0 fps 66.8 PATH 7 4.352" 0 0 0" 0.012 0.1 K= -2.72 231.3 120 SF 0 1010" on 0.0 REF C10 -21.0 4" 0 0 10'0" 4.6 fps 66.9 PATH 8 4.352" 0 0 0" 0.010 0.1 Kr -2.57 210.2 120 SF 0 101 0" 0" 0.0 REF Cli -20.1 4" 0 0 10'0" 4.1 fps 67.0 PATH 9 4.352" 0 0 0" 0.008 0.1 K= -2.46 190.1 120 SF 0 101 0" 0" 0.0 REF C12 -19.5 4" 0 0 10'9" 3.7 fps 67.1 PATH 10 4.352" 0 0 0" 0.007 0.1 K= -2.38 170.6 120 SF 0 101 9" 0" 0.0 REF C13 -19.1 4" 0 0 12'0" 3.3 fps 67.2 PATH 11 4.352" 0 0 0" 0.005 0.1 K= -2.34 151.5 120 SF 0 121 0" 0" 0.0 REF C14 -19.1 4" 0 0 12'0" 2.9 fps 67.2 PATH 12 4.352" 0 0 0" 0.004 0.1 K= -2.33 132.3 120 SF 0 121 0" 0" 0.0 REF C15 -19.5 4" 0 0 12'0" 2.5 fps 67.3 PATH 13 4.352" 0 0 0" 0.003 0.0 K= -2.37 112.9 120 SF 0 121 0" 0" 0.0 REF C16 -20.1 4" 0 0 12'0" 2 0 fps 67.3 PATH 14 4.352" 0 0 0" 0.002 0.0 K= -2.45 92.7 120 SF 0 12'0" 0" 0.0 CONTINUED 67.3 psi LO,T 38 Drawing Date: REMOTE AREA. #4 FLOW * OF LENGTH (GPM) PIPE FITS FEET HYD REF OUTLET SIZE 90 45 PIPE ID T LT FITTINGS K FACTOR PIPE C TYPE OTHER TOTAL 7/13/01 16:16 PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD VELOCITY Pt Pt Pn ELEV LOSS PSI/FT Pf Pv Pdrop PIPE ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 T O W ( P R I M A R Y P A T H ) C O N T I N U E D REF C17 -21.1 4" 0 0 12'0" 1.6 fps 67.3 PATH 15 4.352" 0 0 0" 0.001 0.0 K= -2.57 71.6 120 SF 0 121 0" 0" 0.0 REF E6 -20.7 4" 0 0 12'0" 1.1 fps 67.4 PATH 16 4.352" 0 0 on 0.001 0.0 K= -2.53 50.9 120 SF 0 12'0" 0" 0.0 REF E5 -12.5 4" 0 0 12'0" 0.8 fps 67.4 PATH 17 4.352" 0 0 0" 0.000 0.0 K= -1.53 38.4 120 SF 0 12'O" 0" 0.0 REF E4 -12.6 4" 0 0 11'2" 0.6 fps 67.4 PATH 18 4.352" 0 0 0" 0.000 0.0 K -1.54 25.8 120 SF 0 111 2" 0" 0.0 REF E3 -8.7 4" 0 0 10'8" 0.4 fps 67.4 PATH 19 4.352" 0 0 0" 0.000 0.0 K= -1.06 17.1 120 SF 0 101 8" 0" 0.0 REF E2 -8.5 2" 0 0 5'1" 0.7 fps 67.4 PATH 20 2.227" 2 0 281 9" 0.001 0.0 K= -1.04 8.6 120 SF 0 33'10" -9" -0.3 REF 10 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 O" 0" 0.0 REF 11 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 12 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8'0" 0" 0.0 CONTINUED 67.1 psi LQT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIP E K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (P R I M A R Y P A T H ) C O N T I N U E D REF 13 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 14 2" 0 0 8'0" 0 7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 810" 0" 0.0 REF 15 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 810" 0" 0.0 REF 16 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 810" 0" 0.0 REF 17 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 18 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.6 120 SF 0 331 9" 9" 0.3 REF F2 8.5 4" 0 0 101 8" 0.4 fps 67.5 PATH 20 4.352" 0 0 0" 0.000 0.0 K= 1.04 17.1 120 SF 0 1018" 0" 0.0 REF F3 8.7 4" 0 0 111 2" 0.6 fps 67.5 PATH 19 4.352" 0 0 0" 0.000 0.0 K= 1.05 25.8 120 SF 0 111 2" 0" 0.0 REF F4 -12.3 2" 0 0 9" 1.1 fps 67.5 PATH 21 2.227" 2 0 28'9" 0.002 0.0 K= -1.50 13.5 120 SF 0 29'6" -9" -0.3 CONTINUED 67.2 ps LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %4 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 140 12.6 2" 0 0 115'0" 2.2 fps 67.2 PATH 18 2.227" 2 0 281 9" 0.005 0.8 K= 1.54 26.1 120 SF 0 1439" 11 7" 0.7 REF BI 4" 0 0 19'8" 0.6 fps 68.7 4.352" 0 0 0" 0.000 0.0 26.1 120 SF 0 19'8" 0" 0.0 REF B2 24.8 4" 2 0 20'3" 1.1 fps 68.7 PATH 17 4.352" 0 0 291 3" 0.001 0.0 K= 3.00 50.9 120 SF 0 491 5" -10" -0.4 REF B3 20.7 4" 0 0 12'0" 1.6 fps 68.3 PATH 16 4.352" 0 0 0" 0.001 00 K= 2.51 71.6 120 SF 0 121 0" 0" 0.0 REF B4 21.1 4" 0 0 3'6" 2.0 fps 68.4 PATH 15 4.352" 0 0 0" 0.002 0.0 K= 2.55 92.7 120 SF 0 31 6" 0" 0.0 REF B5 6" 0 0 7" 0.9 fps 68.4 6.357" 1 0 37'9" 0.000 0.0 92.7 120 10 0 381 3" 0" 0.0 REF A14 207.0 6" 0 0 14'5" 3 1 fps 684 PATH 4 6.357" 0 0 0" 0.003 0.0 K= 25.03 299.7 120 10 0 14'5" 0" 0.0 REF W 299.7 gpxn PATH 1 K= 36.24 68.4 psi PATH 2 FROM HYDRAULIC REFERENCE 120 TO D 3 HEAD 120 15.5 1-1/4" 0 0 7'0" 3.0 fps 8.0 8.0 0.21 gpm/sq ft 1.452" 0 0 0" 0.017 0.1 0.4 K= 5.60 15.5 120 XL 0 71 0" 0" 0.0 7.6 CONTINUED 8.1 psi LqT 38 Drawing Date: REMOTE AREA #4 FLOW # OF LENGTH (GPM) PIPE FITS FEET HYD REF OUTLET SIZE 90 45 PIPE ID T LT FITTINGS K FACTOR PIPE C TYPE OTHER TOTAL 7/13/01 16:16 PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD VELOCITY Pt Pt Pn ELEV LOSS PSI/FT Pf Pv Pdrop PIPE ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 120 TO D 3 C O N T I N U E D HEAD 121 15.6 1-1/4" 0 0 9'9" 6.1 fps 8.1 8.1 0.15 gpm/sq ft 1.452" 0 0 0" 0.060 0.6 0.4 K= 5.60 31.0 120 XL 0 919" 0" 0.0 7.7 HEAD 122 16.1 1 1/4" 0 0 9'9" 9.2 fps 8.7 8.7 0.16 gpm/sq ft 1.452" 0 0 0" 0.131 1.3 0.4 K= 5.60 47.2 120 XL 0 91 9" 0" 0.0 8.3 HEAD 123 17.3 1-1/4" 0 0 9'9" 12.6 fps 10.0 10.0 0.17 gpm/sq ft 1.452" 0 0 0" 0.233 2.3 0.5 K= 5.60 64.4 120 XL 0 91 9" 0" 0.0 9.5 HEAD 124 19.1 1-1/4" 0 0 9'9" 16.4 fps 12.3 12.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.376 3.7 0.6 K= 5.60 83.6 120 XL 0 91 9" 0" 0.0 11.7 HEAD 125 21.8 1-1/4" 0 0 48'7" 20.6 fps 15.9 15.9 0.22 gpm/sq ft 1.452" 0 0 0" 0.578 28.1 0.8 K= 5.60 105.4 120 XL 0 481 7" 0" 0.0 15.2 REF 142 1-1/2" 0 0 18'9" 15.3 fps 44.0 1.687" 2 0 201 1" 0.278 10.8 105.4 120 XL 0 38'10" 1'O" 0.4 REF Dl 2-1/2" 0 0 10'6" 5.8 fps 55.3 2.727" 0 0 0" 0.027 0.3 105.4 120 SF 0 101 6" 0" 0.0 REF D2 93.2 2-1/2" 0 0 10'0" 11.0 fps 55.5 PATH 3 2.727" 0 0 0" 0.087 0.9 K= 12.51 198.6 120 SF 0 1010" 0" 0.0 REF D3 198.6 gpm PATH 2 K= 26.44 56.4 psi LOT 38 Drawing Date: REMOTE AREA 44 FLOW * OF LENGTH (GPM) PIPE FITS FEET HYD REF OUTLET SIZE 90 45 PIPE ID T LT FITTINGS K FACTOR PIPE C TYPE OTHER TOTAL 7/13/01 16:16 PAGE 7 PRESSURE BRANCH LINE SUMMARY TO HEAD VELOCITY Pt Pt Pa ELEV LOSS PSI/FT Pf Pv Pdrop PIPE ELEVATION Pe Pa Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 126 T O D 2 HEAD 126 17.4 1-1/4" 0 0 9J9fl 3.4 fps 9.9 9.9 0.18 gpm/sq ft 1.452" 0 0 0" 0.021 0.2 0.2 K= 5.60 17.4 120 XL 0 91 9" 0" 0.0 9.7 HEAD 127 17.3 1-1/4" 0 0 9'9" 6.8 fps 10.1 10.1 0.18 gpm/sq ft 1.452" 0 0 0" 0.074 0.7 0.5 K= 5.60 34.8 120 XL 0 91 9" 0" 0.0 9.6 HEAD 128 18.0 1-1/4" 0 0 9'9" 10.3 fps 10.8 10.8 0.19 gpm/sq ft 1.452" 0 0 0" 0.161 1.6 0.5 K= 5.60 52.7 120 XL 0 91 9" 0" 0.0 10.3 HEAD 129 19.2 1-1/4" 0 0 9'9" 14.1 fps 12.4 12.4 - - 0.20 gpm/sq ft 1.452" 0 0 0" 0.285 2.8 0.6 K= 5.60 72.0 120 XL 0 9'9" 0" 0.0 11.8 HEAD 130 21.3 1-1/4" 0 0 68'0" 18.2 fps 15.1 15.1 0.22 gpm/sq ft 1.452" 0 0 0" 0.461 31.3 0.7 K= 5.60 93.2 120 XL 0 681 0" 0" 0.0 14.4 REF 143 1-1/2" 0 0 18'9" 13.5 fps 46.5 1.687" 2 0 2011" 0.222 8.6 93.2 120 XL 0 38'10" 11 0" 0.4 REF D2 93.2 gpm PATH 3 K= 12. 55.5 psi PATH 4 FROM HYDRAULIC REFERENCE C7 TO A 1 4 REF C7 46.3 2-1/2" 0 0 61 6" 2.6 fps 64.0 PATH 1 2.727" 1 0 19'6" 0.006 0.2 K= 5.78 46.3 120 SF 0 261 0" 0" 0.0 REF C6 -15.7 2-1/2" 0 0 141 0" 1.7 fps 64.2 PATH 5 2.727" 0 0 0" 0.003 0.0 K= -1.97 30.5 120 SF 0 14'0" 0" 0.0 CONTINUED 64.2 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 8 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pd r o p P I P E K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 C O N T I N U E D REF C5 -15.0 1-1/4" 0 0 37'1" 3.0 fps 64.2 PATH 6 1.452" 2 0 15'4" 0.017 0.9 K= -1.87 15.5 120 XL 0 5215!! -9" -0.3 REF 86 1-1/4" 0 0 8101! 3.0 fps 64.8 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 810" 0" 0.0 REF 87 1-1/4" 0 0 8'0" 3.0 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 810" 0" 0.0 REF 88 1-1/4" 0 0 8'0" 3.0 fps 65.1 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 89 1-1/4" 0 0 8'0" 3.0 fps 65.2 - 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 90 1-1/4" 0 0 8'0" 3.0 fps 65.3 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 810" 0" 0.0 REF 91 1-1/4" 0 0 76'6" 3.0 fps 65.5 1.452" 2 0 15'4" 0.017 1.5 15.5 120 XL 0 91'10" 9" 0.3 REF A2 15.0 2-1/2" 0 0 14'0" 1.7 fps 67.3 PATH 6 2.727" 0 0 0" 0.003 0.0 K= 1.83 30.5 120 SF 0 14 1 0" 0" 0.0 REF A3 15.7 2-1/2" 2 0 74'0" 2 6 fps 67.4 PATH 5 2.727" 0 0 191 6" 0.006 0.5 K= 1.92 46.3 120 SF 0 93'6" 0" 0.0 CONTINUED 67.9 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA *4 PAGE 9 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv P d r o p P I P E K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A1 4 C O N T I N U E D REF A4 4" 0 0 1'6" 1.0 fps 67.9 4.352" 0 0 0" 0.001 0.0 46.3 120 SF 0 11 6" 0" 0.0 REF A5 22.2 4" 0 0 10'0" 1.5 fps 67.9 - PATH 7 4.352" 0 0 0" 0.001 0.0 K= 2.69 68.5 120 SF 0 101 0" 0" 0.0 REF A6 21.0 4" 0 0 10'0" 1.9 fps 67.9 PATH 8 4.352" 0 0 0" 0.002 0.0 K= 2.55 89.5 120 SF 0 10'O" 0" 0.0 REF A7 20.1 4" 0 0 101 0" 2.4 fps 67.9 PATH 9 4.352" 0 0 0" 0.003 0.0 K= 2.44 109.6 120 SF 0 10'O" 0" 0.0 REF AB 19.5 4" 0 0 10'9" 2.8 fps 68.0 PATH 10 4.352" 0 0 0" 0.004 0.0 K= 2.37 129.1 120 SF 0 101 9" 0" 0.0 REF A9 19.1 4" 0 0 12'0" 3.2 fps 68.0 PATH 11 4.352" 0 0 0" 0.005 0.1 K= 2.32 148.3 120 SF 0 121 0" 0" 0.0 REF A10 19.1 4" 0 0 12'0" 3.6 fps 68.1 PATH 12 4.352" 0 0 0" 0.006 0.1 K= 2.32 167.4 120 SF 0 121 0" 0" 0.0 REF All 19.5 4" 0 0 12'0" 4.1 fps 68.2 PATH 13 4.352" 0 0 0" 0.008 0.1 K= 2.36 186.9 120 SF 0 12'0" 0" 0.0 REF Al2 20.1 4" 0 0 71 6" 4.5 fps 68.2 PATH 14 4.352" 0 0 0" 0.010 0.1 K= 2.44 207.0 120 SF 0 71 6" 0" 0.0 CONTINUED 68.3 Ps LQT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA t4 FLOW % OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 10 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 C O N T I N U E D REF A13 6" 0 0 7" 2 1 fps 68.3 6.357" 1 0 371 9" 0.002 0.1 207.0 120 10 0 381 3" 0" 0.0 REF A14 207.0 gpxn PATH 4 K= 25.03 68.4 psi PATH 5 FROM HYDRAULIC REFERENCE C6 TO A 3 REF C6 15.7 1-1/4" 0 0 45'1" 3.1 fps 64.2 PATH 4 1.452" 2 0 151 4" 0.017 1.0 K= 1.97 15.7 120 XL 0 60'5" -9" -0.3 REF 92 1-1/4" 0 0 8'0" 3.1 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.7 120 XL 0 810" 0" 0.0 REF 93 1-1/4" 0 0 100'6" 3.1 fps 65.0 1.452" 2 0 151 4" 0.017 2.0 15.7 120 XL 0 115'10" 9" 0.3 REF A3 15.7 gpm PATH 5 K= 1.92 67.4 psi PATH 6 FROM HYDRAULIC REFERENCE C5 TO A2 REF C5 15.0 2-1/2" 0 0 14'0" 0.8 fps 64.2 PATH 4 2.727" 0 0 0" 0.001 0.0 K= 1.87 15.0 120 SF 0 141 0" 0" 0.0 REF C4 1-1/4" 0 0 37'!" 2.9 fps 64.2 1.452" 2 0 151 4" 0.016 0.8 15.0 120 XL 0 521 5" -9" -0.3 REF 80 1-1/4" 0 0 8'0" 2.9 fps 64.7 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 CONTINUED 64.9 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 11 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE C5 TO A2 CONTINUED REF 81 1-1/4" 0 0 8'0" 2.9 fps 64.9 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 82 1-1/4" 0 0 81 0" 2.9 fps 65.0 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 83 1-1/4" 0 0 8'0" 2.9 fps 65.1 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 84 1-1/4" 0 0 8'0" 2.9 fps 65.2 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 85 1-1/4" 2 0 80'0" 2.9 fps 65.4 1.452" 2 0 231 1" 0.016 1.6 15.0 120 XL 0 103'0" 9" 0.3 REF Al 2-1/2" 0 0 10'6" 0.8 fps 67.3 2.727" 0 0 0" 0.001 0.0 15.0 120 SF 0 101 6" 0" 0.0 REF A2 15.0 gpm PATH 6 K= 1.83 67.3 psi PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 REF C9 22.2 2" 0 0 61'1" 1.8 fps 66.8 PATH 1 2.227" 2 0 28'9" 0.004 0.4 K= 2.72 22.2 120 SF 0 89'10" -9" -0.3 REF 40 2" 0 0 8'0" 1.8 fps 66.8 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 CONTINUED 66.9 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 12 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 CONT I N U E D REF 41 2" 0 0 8'0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 42 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 810" 0" 0.0 REF 43 2" 0 0 8'O" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'O" 0" 0.0 REF 44 2" 0 0 810" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'O" 0" 0.0 REF 45 2" 0 0 81 0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 46 2" 0 0 8'O" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 80" 0" 0.0 REF 47 2" 0 0 810" 1.8 fps 67.1 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 48 2" 0 0 93'0" 1.8 fps 67.1 2.227" 2 0 28'9" 0.004 0.5 22.2 120 SF 0 121'9" 9" 0.3 REF A5 22.2 gpm PATH 7 K= 2.69 67.9 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 13 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 REF C10 21.0 2" 0 0 61'1" 1.7 fps 66.9 PATH 1 2.227" 2 0 281 9" 0.004 0.3 K= 2.57 21.0 120 SF 0 89'10" -9" -0.3 REF 49 2" 0 0 81 0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 50 2" 0 0 8'0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'O" 0" 0.0 REF 51 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 52 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 53 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 54 2" 0 0 8'0" 1 7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'0" 0" 0.0 REF 55 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" on 0.0 REF 56 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 CONTINUED 67.2 psi LPT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA *4 PAGE 14 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 T O A 6 C O N T I N U E D REF 57 2" 0 0 93'0" 1.7 fps 67.2 2.227" 2 0 289" 0.004 0.4 21.0 120 SF 0 1211 9" 9" 0.3 REF A6 21.0 gpm PATH 8 K= 2.55 67.9 psi PATH 9 FROM HYDRAULIC REFERENCE Cli TO A 7 REF Cli 20.1 2" 0 0 61'1" 1.7 fps 67.0 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.46 20.1 120 SF 0 89'10" -9" -0.3 REF 58 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 59 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 810" 0" 0.0 REF 60 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 61 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 62 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 8'O" 0" 0.0 REF 63 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 810" 0" 0.0 CONTINUED 67.2 ps LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 15 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 CONTINUED REF 64 2" 0 0 8'0" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 65 2" 0 0 8'0" 1.7 fps 67.2 2 227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" of, 0.0 REF 66 2" 0 0 93'0" 1.7 fps 67.2 2.227" 2 0 281 9" 0.003 0.4 20.1 120 SF 0 121'9" 9" 0.3 REF A7 20.1 gpm PATH 9 K= 2.44 67.9 psi PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 REF C12 19.5 2" 0 0 61'1" 1.6 fps 67.1 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.38 19.5 120 SF 0 89'10" -9" -0.3 REF 67 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 of, 0.003 0.0 19.5 120 SF 0 8'O" 0" 0.0 REF 68 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'O" 0" 0.0 REF 69 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 70 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 CONTINUED 67.2 P5 LQT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 16 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 CONTINUED REF 71 2" 0 0 8'0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 72 2" 0 0 81 0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 73 2" 0 0 810" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 74 2" 0 0 81 0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 75 2" 0 0 93'0" 1.6 fps 67.3 2.227" 2 0 281 9" 0.003 0.4 19.5 120 SF 0 1211 9" 9" 0.3 REF A8 19.5 gpm PATH 10 K= 2.37 68.0 psi PATH 11 FROM HYDRAULIC REFERENCE C13 TO A9 REF C13 19.1 2" 0 0 77'1" 1.6 fps 67.2 PATH 1 2.227" 2 0 28'9" 0.003 0.3 K= 2.34 19.1 120 SF 0 105'10" -9" -0.3 REF 76 2" 0 0 141'0" 1.6 fps 67.2 2.227" 2 0 281 9" 0.003 0.5 19.1 120 SF 0 169'9" 9" 0.3 REF A9 19.1 gpm PATH 11 K= 2.32 68.0 psi LOST 38 Drawing Date: 7/13/01 16:16 REMOTE AREA t4 FLOW # OF (GPM) PIPE FITS FIYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 17 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE C14 TO A10 REF C14 19.1 2" 0 0 218'1" 1 6 fps 67.2 PATH 1 2.227" 4 0 57'6" 0.003 0.8 K= 2.33 19.1 120 SF 0 275'7" 0" 0.0 REF A10 19.1 gpm PATH 12 K= 2.32 68.1 psi PATH 13 FROM HYDRAULIC REFERENCE C15 TO All REF C15 19.5 2" 0 0 218'1" 1.6 fps 67.3 - PATH 1 2.227" 4 0 57'6" 0.003 0.9 K= 2.37 19.5 120 SF 0 2751 7" 0" 0.0 REF All 19.5 gpm PATH 13 K= 2.36 68.2 psi PATH 14 FROM HYDRAULIC REFERENCE C16 TO Al2 REF C16 20.1 2" 0 0 218'1" 1.7 fps 67.3 - PATH 1 2.227" 4 0 571 6" 0.003 0.9 K= 2.45 20.1 120 SF 0 275'7" 0" 0.0 REF Al2 20.1 gpm PATH 14 K= 2.44 68.2 psi PATH 15 FROM HYDRAULIC REFERENCE C17 TO B4 REF C17 21.1 2" 0 0 218'1" 1.8 fps 67.3 PATH 1 2.2277! 4 0 571 6" 0.004 1.0 K= 2.57 21.1 120 SF 0 275'7" 0" 0.0 REF B4 21.1 gpm PATH 15 K= 2.55 68.4 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %4 FLOW * OF (GPM) PIPE FITS HYD REF OUTLET SIZE 90 45 ID TLT K FACTOR PIPE C TYPE OTHER PAGE 18 LENGTH PRESSURE BRANCH LINE FEET SUMMARY TO HEAD PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 16 FROM HYDRAULIC REFERENCE E6 TO B3 REF E6 20.7 2" 0 0 2181 1" 1.7 fps 67.4 PATH 1 2.227" 4 0 571 6" 0.004 1.0 K= 2.53 20.7 120 SF 0 275'7" 0" 0.0 REF B3 20.7 gpm PATH 16 K= 2.51 68.3 psi PATH 17 FROM HYDRAULIC REFERENCE ES TO B2 REF ES 12.5 2" 0 0 73'4" 1 0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.1 K= 1.53 12.5 120 SF 0 102'1" -9" -0.3 REF 141 12.3 2" 0 0 130'7" 2.1 fps 67.2 PATH 21 2.227" 2 0 281 9" 0.005 0.8 K= 1.50 24.8 120 SF 0 159'4" 11 7" 0.7 REF B2 24.8 gpm PATH 17 K= 3.00 68.7 psi PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 REF E4 12.6 2" 0 0 S'l" 1.0 fps 67.4 PATH 1 2.227" 2 0 28'9" 0.001 0.0 K= 1.54 12.6 120 SF 0 331 10" -9" -0.3 REF 28 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'O" 0" 0.0 REF 29 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'O" 0" 0.0 REF 30 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LQT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 19 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 CONTINUED REF 31 2" 0 0 81 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 32 2" 0 0 81 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 33 2" 0 0 81 0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 34 2" 0 0 8'0" 1.0 fps 67.2 2 227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'O" 0" 0.0 REF 35 2" 0 0 8'0" 1.0 fps 67.2 2.227 " 0 0 0" 0.001 0.0 12.6 120 SF 0 8'O" 0" 0.0 REF 36 2" 0 0 4'3" 1 0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 41 3" 0" 0.0 REF 140 12.6 gpm PATH 18 K= 1.54 67.2 psi PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 REF E3 8.7 2" 0 0 5'1" 0 7 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.0 K= 1.06 8.7 120 SF 0 331 10" -9" -0.3 REF 19 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LQT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %4 PAGE 20 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 CONTINUED REF 20 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8'O" 0" 0.0 REF 21 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 22 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 23 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 of, 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 24 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 of, 0.001 0.0 8.7 120 SF 0 8'O" 0" 0.0 REF 25 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 26 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 27 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 281 9" 0.001 0.0 8.7 120 SF 0 33'9" 9" 0.3 REF F3 8.7 gpm PATH 19 K= 1.05 67.5 psi ,LQT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #4 PAGE 21 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 REF E2 8.5 4" 0 0 10'8" 0.2 fps 67.4 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.04 8.5 120 SF 0 101 8" 0" 0.0 REF El 2" 0 0 51 1" 0.7 fps 67.4 2.227" 2 0 281 9" 0.001 0.0 8.5 120 SF 0 33'10" -9" -0.3 REF 1 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'O" 0" 0.0 REF 2 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'O" 0" 0.0 REF 3 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 4 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8 1 0" 0" 0.0 REF 5 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'O" 0" 0.0 REF 6 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 7 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:16 b REMOTE AREA #4 PAGE 22 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 CONTIN U E D REF 8 2" 0 0 8'0" 0.7 fps 67.1 2 227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'O" 0" 0.0 REF 9 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 281 9" 0.001 0.0 8.5 120 SF 0 331 9" 9" 0.3 REF Fl 4" 0 0 10'8" 0.2 fps 67.5 4.352" 0 0 0" 0.000 0.0 8.5 120 SF 0 1018" 0" 0.0 REF F2 8.5 gpm PATH 20 K= 1.04 67.5 psi PATH 21 FROM HYDRAULIC REFERENCE F4 TO 141 REF F4 12.3 4" 0 0 12'0" 0.3 fps 67.5 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.50 12.3 120 SF 0 12'O" 0" 0.0 REF F5 2" 0 0 9" 1.0 fps 67.5 2.227" 2 0 281 9" 0.001 0.0 12.3 120 SF 0 291 6" -9" -0.3 REF 141 12.3 gpm PATH 21 K= 1.50 67.2 psi LOT 38 Drawing Date: 7/13/01 1:16 HYDRAULIC DESIGN INFORMATION SHEET Job Name: LOT 3 Location: 2110 RUTHERFORD CARLSBAD, CA 92008 Drawing Date: Remote Area Number: 5 Contractor: SIMPLEXGRINNELL Telephone:858 279 1980 9630 RIDGEHAVEN CT %B SAN DIEGO CA 92123 Designer: DEREK OLIVAS Calculated By: SprinkCALC CSC Systems & Design Construction: V-N Occupancy:SPEC WAREHOUSE Reviewing Authorities:CARLSBAD FIRE SYSTEM DESIGN Hazard: System Type:WET Area of Sprinkler Operation 1500 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 I Make: Model:A Area per Sprinkler 101 sq ftl Orifice:1/2" K-Factor: 5.60 Hose Allowance Inside 0 gpm I Temperature Rating:200 Hose Allowance Outside 250 gpm CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 299.7 psi Required: 87.2 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 12-00 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 120.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 117.0 psi I Elevation 0 I At a Flow of 1635 gpm I Make: Well Elevation 0" I Model I Proof Flow 0 gpm Location: 2110 RUTHERFORD Source of Information: CARLSBAD FIRE DEPT. SYSTEM VOLUME 1195 Gallons Notes: LOT 38 Drawing Date: 7/13/01 16:16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area S 300 68.4 psi Elevation Change 27'2" 11.8 1 Pipe 6" 10x21 NW Pipe 27' 120 6.357 300 0.1 1 Pipe 8" DIx18 Ci 52 %.D59' 140 8.720 300 5 8" MJ 90 Eli 18' 120 8.071 300 0.1 1 8" Flngd Back Flow Valve Ames "3000 CHART LOSS 300 6.7 1 Pipe 8" DIx18 Ci 52 35' 140 8.720 300 0.0 3 8" MJ 90 Eli 18' 120 8.071 300 0.1 1 8" MJ Tee?Take Out? 35' 120 8.071 300 0.0 1 8" Flngd Gate Valve Kennedy "4068A" 4' 120 8.071 300 0.0 Hydr Ref Ri Required at Source 300 psi Water Source120.0 psi static,117.0 psi residual @ 1635 gpm 300 gpm 119.9 psi SAFETY PRESSURE r3 psi Available Pressure of 119.9 psi Exceeds Required Pressure of 87.2 psi This is a safety margin of 32.7 psi or 27 % of Supply Maximum Water Velocity is 20.6 fps LOT 38 Drawing Date: 7/13/01 16:16 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Eli T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'1.85 / IDA4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path %1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths -a LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 1 FLOW ii OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV lb T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) HEAD 131 14.8 1-1/4" 0 0 81 9" 2.9 fps 7.4 7.4 0.17 gpm/sq ft 1.452" 0 0 0" 0.015 0.1 0.4 K= 5.60 14.8 120 XL 0 8 1 9" 0" 0.0 7.0 HEAD 132 15.0 1-1/4" 0 0 9'9" 5.8 fps 7.5 7.5 0.15 gpm/sq ft 1.452" 0 0 0" 0.056 0.5 0.4 K= 5.60 29.8 120 XL 0 91 9" 0" 0.0 7.1 HEAD 133 15.5 1-1/4" 0 0 9'9" 8.9 fps 8.0 8.0 0.16 gpm/sq ft 1.452" 0 0 0" 0.121 1.2 0.4 K= 5.60 45.2 120 XL 0 91 9" 0" 0.0 7.6 HEAD 134 16.6 1-1/4" 0 0 9'9" 12.1 fps 9.2 9.2 0.17 gpm/sq ft 1.452" 0 0 0" 0.216 2.1 0.5 K= 5.60 61.8 120 XL 0 91 9" 0" 0.0 8.8 HEAD 135 18.4 1-1/4" 0 0 9'9" 15.7 fps 11.3 11.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.349 3.4 0.6 K= 5.60 80.2 120 XL 0 91 9" 0" 0.0 10.8 HEAD 136 21.0 1-1/4" 0 0 58'3" 19.8 fps 14.7 14.7 0.22 gpm/sq ft 1.452" 0 0 0" 0.536 31.2 0.7 K= 5.60 101.1 120 XL 0 581 3" 0" 0.0 14.0 REF 144 1-1/2" 0 0 18'9" 14.7 fps 45.9 1.687" 2 0 201 1" 0.258 10.0 101.1 120 XL 0 38'10" 1'O" 0.4 REF D3 198.6 2-1/2" 2 0 62'10" 16.6 fps 56.4 PATH 2 2.727" 0 0 191 6' 0.186 15.3 K= 26.44 299.7 120 SF 0 821 4" -171 8" -7.6 REF C7 -46.3 2-1/2" 0 0 4" 14.1 fps 64.0 PATH 4 2.727" 1 0 191 6" 0.136 2.7 K= -5.78 253.5 120 SF 0 191 9" 0" 0.0 CONTINUED 66.7 psi A LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA 1t5 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF C8 4" 0 0 4 1 2" 5.5 fps 66.7 4.352" 0 0 0" 0.014 0.1 253.5 120 SF 0 4'2" 0" 0.0 REF C9 -22.2 4" 0 0 10'0" 5.0 fps 66.8 PATH 7 4.352" 0 0 0" 0.012 0.1 K= -2.72 231.3 120 SF 0 101 0" 0" 0.0 REF C10 -21.0 4" 0 0 10'0" 4.6 fps 66.9 PATH 8 4.352" 0 0 0" 0.010 0.1 K= -2.57 210.2 120 SF 0 101 0" 0" 0.0 REF Cli -20.1 4" 0 0 10'0" 4.1 fps 67.0 PATH 9 4.352" 0 0 0" 0.008 0.1 K= -2.46 190.1 120 SF 0 101 0" 0" 0.0 REF C12 -19.5 4" 0 0 10'9" 3.7 fps 67.1 PATH 10 4.352" 0 0 0" 0.007 0.1 K= -2.38 170.6 120 SF 0 101 9" 0" 0.0 REF C13 -19.1 4" 0 0 12'0" 3.3 fps 67.2 PATH 11 4.352" 0 0 0" 0.005 0.1 K= -2.34 151.5 120 SF 0 121 0" 0" 0.0 REF C14 -19.1 4" 0 0 121 0" 2.9 fps 67.2 PATH 12 4.352" 0 0 0" 0.004 0.1 K= -2.33 132.3 120 SF 0 12'0" 0" 0.0 REF C15 -19.5 4" 0 0 12'0" 2.5 fps 67.3 PATH 13 4.352" 0 0 0" 0.003 0.0 K= -2.37 112.9 120 SF 0 121 0" of, 0.0 REF C16 -20.1 4" 0 0 12'0" 2.0 fps 67.3 PATH 14 4.352" 0 0 0" 0.002 0.0 K= -2.45 92.7 120 SF 0 121 0" 0" 0.0 CONTINUED 67.3 psi & LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 3 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF C17 -21.1 4" 0 0 12'O" 1.6 fps 67.3 PATH 15 4.352" 0 0 0" 0.001 0.0 K= -2.57 71.6 120 SF 0 121 0" 0" 0.0 REF E6 -20.7 4" 0 0 12'0" 1.1 fps 67.4 PATH 16 4.352" 0 0 0" 0.001 0.0 K= -2.53 50.9 120 SF 0 12'0" 0" 0.0 REF E5 -12.5 4" 0 0 12'0" 0.8 fps 67.4 PATH 17 4.352" 0 0 0" 0.000 0.0 K= -1.53 38.4 120 SF 0 121 0" 0" 0.0 REF E4 -12.6 4" 0 0 11'2" 0.6 fps 67.4 PATH 18 4.352" 0 0 0" 0.000 0.0 K= -1.54 25.8 120 SF 0 111 2" 0" 0.0 REF E3 -8.7 4" 0 0 10'8" 0.4 fps 67.4 PATH 19 4.352" 0 0 0" 0.000 0.0 K= -1.06 17.1 120 SF 0 101 8" of, 0.0 REF E2 -8.5 2" 0 0 5'1" 0.7 fps 67.4 PATH 20 2.227" 2 0 28'9" 0.001 0.0 K= -1.04 8.6 120 SF 0 33'10" -9" -0.3 REF 10 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8 1 0" 0" 0.0 REF 11 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8'O" 0" 0.0 REF 12 2" 0 0 8'0" 0.7 fps 67.1 2.227'v 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 13 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 14 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 15 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8'0" 0" 0.0 REF 16 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 8'0" 0" 0.0 REF 17 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.6 120 SF 0 81 0" 0" 0.0 REF 18 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.6 120 SF 0 331 9" 9" 0.3 REF F2 8.5 4" 0 0 10'8" 0.4 fps 67.5 PATH 20 4.352" 0 0 0" 0.000 0.0 K= 1.04 17.1 120 SF 0 10'8" 0" 0.0 REF F3 8.7 4" 0 0 111 2" 0.6fps 67.5 PATH 19 4.352" 0 0 of, 0.000 0.0 1.05 25.8 120 SF 0 111 2" 0" 0.0 REF F4 -12.3 2" 0 0 9" 1.1 fps 67.5 PATH 21 2.227" 2 0 281 9" 0.002 0.0 K= -1.50 13.5 120 SF 0 29'6" -9" -0.3 CONTINUED 67. LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %5 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 131 TO W (PRIMARY PATH) CONTINUED REF 140 12.6 2" 0 0 115'0" 2.2 fps 67.2 PATH 18 2.227" 2 0 28'9" 0.005 0.8 K= 1.54 26.1 120 SF 0 1431 9" 11 7" 0.7 REF Hi 4" 0 0 19'8" 0.6 fps 68.7 4.352" 0 0 0" 0.000 0.0 26.1 120 SF 0 191 8" 0" 0.0 REF B2 24.8 4" 2 0 20'3" 1.1 fps 68.7 PATH 17 4.352" 0 0 29'3" 0.001 0.0 K= 3.00 50.9 120 SF 0 491 5" -10" -0.4 REF B3 20.7 4" 0 0 121 0" 1.6 fps 68.3 PATH 16 4.352" 0 0 0" 0.001 0.0 K= 2.51 71.6 120 SF 0 12'O" 0" 0.0 REF B4 21.1 4" 0 0 3'6" 2.0 fps 68.4 PATH 15 4.352" 0 0 0" 0.002 0.0 K= 2.55 92.7 120 SF 0 31 6" 0" 0.0 REF E5 6" 0 0 7" 0.9 fps 68.4 6.357" 1 0 37'9" 0.000 0.0 92.7 120 10 0 38 1 3" 0" 0.0 REF A14 207.0 6" 0 0 14'5" 3.1 fps 68.4 PATH 4 6.357" 0 0 0" 0.003 0.0 K= 25.03 299.7 120 10 0 14'5" 0" 0.0 REF W 299.7 gpm PATH 1 K= 36.24 68.4 ps PATH 2 FROM HYDRAULIC REFERENCE 120 TO D3 HEAD 120 15.5 1-1/4" 0 0 7'0" 3.0 fps 8.0 8.0 0.21 gpm/sq ft 1.452" 0 0 0" 0.017 0.1 0.4 K= 5.60 15.5 120 XL 0 71 0" 0" 0.0 7.6 INUED 8.1 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA *5 PAGE 6 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 120 TO D3 CONTINUED HEAD 121 15.6 1-1/4" 0 0 9'9" 6.1 fps 8.1 8.1 0.15 gpm/sq ft 1.452" 0 0 0" 0.060 0.6 0.4 K= 5.60 31.0 120 XL 0 91 9" 0" 0.0 77 HEAD 122 16.1 1-1/4" 0 0 91 9" 9.2 fps 8.7 8.7 0.16 gpm/sq ft 1.452" 0 0 0" 0.131 1.3 0.4 K= 5.60 47.2 120 XL 0 91 9" 0" 0.0 8.3 HEAD 123 17.3 1-1/4" 0 0 9'9" 12.6 fps 10.0 10.0 0.17 gpm/sq ft 1.452" 0 0 0" 0.233 2.3 0.5 K= 5.60 64.4 120 XL 0 91 9" 0" 0.0 9.5 HEAD 124 19.1 1-1/4" 0 0 9'9" 16.4 fps 12.3 12.3 0.19 gpm/sq ft 1.452" 0 0 0" 0.376 3.7 0.6 K= 5.60 83.6 120 XL 0 91 9" 0" 0.0 11.7 HEAD 125 21.8 1-1/4" 0 0 48'7" 20.6 fps 15.9 15.9 0.22 gpm/sq ft 1.452" 0 0 0" 0.578 28.1 0.8 K= 5.60 105.4 120 XL 0 48 1 7" 0" 0.0 15.2 REF 142 1-1/2" 0 0 18'9" 15.3 fps 44.0 1.687" 2 0 201 1" 0.278 10.8 105.4 120 XL 0 38'10" 11 0" 0.4 REF Dl 2-1/2" 0 0 10'6" 5.8 fps 55.3 2.727" 0 0 0" 0.027 0.3 105.4 120 SF 0 101 6" 0" 0.0 REF D2 93.2 2-1/2" 0 0 10'0" 11.0 fps 55.5 PATH 3 2.727" 0 0 0" 0.087 0.9 K= 12.51 198.6 120 SF 0 101 0" 0" 0.0 REF D3 198.6 gpm PATH 2 K= 26.44 56.4 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 7 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 126 TO D2 HEAD 126 17.4 1-1/4" 0 0 91 9" 3.4 fps 9.9 9.9 0.18 gpm/sq ft 1.452" 0 0 0" 0.021 0.2 0.2 K= 5.60 17.4 120 XL 0 91 9" 0" 0.0 9.7 HEAD 127 17.3 1-1/4" 0 0 91 9" 6.8 fps 10.1 10.1 0.18 gpm/sq ft 1.452" 0 0 0" 0.074 0.7 0.5 K= 5.60 34.8 120 XL 0 91 9" 0" 0.0 9.6 HEAD 128 18.0 1-1/4" 0 0 9'9" 10.3 fps 10.8 10.8 0.19 gpm/sq ft 1.452" 0 0 0" 0.161 1.6 0.5 K= 5.60 52.7 120 XL 0 9'9" 0" 0.0 10.3 HEAD 129 19.2 1-1/4" 0 0 91 9" 14.1 fps 12.4 12.4 0.20 gpm/sq ft 1.452" 0 0 0" 0.285 2.8 0.6 K= 5.60 72.0 120 XL 0 91 9" 0" 0.0 11.8 HEAD 130 21.3 1-1/4" 0 0 68'0" 18.2 fps 15.1 15.1 0.22 gpm/sq ft 1.452" 0 0 0" 0.461 31.3 0.7 K= 5.60 93.2 120 XL 0 681 0" of, 0.0 14.4 REF 143 1-1/2's 0 0 18'9" 13.5 fps 46.5 1.687" 2 0 201 1" 0.222 8.6 93.2 120 XL 0 38'10" 1'O" 0.4 REF D2 93.2 gprn PATH 3 K= 12.51 55.5 psi PATH 4 FROM HYDRAULIC REFERENCE 07 TO A14 REF C7 46.3 2-1/2" 0 0 61 6" 2.6 fps 64.0 PATH 1 2.727" 1 0 191 6" 0.006 0.2 K= 5.78 46.3 120 SF 0 261 0" of, 0.0 REF C6 -15.7 2-1/2" 0 0 141 0" 1.7 fps 64.2 PATH 5 2.727" 0 0 0" 0.003 0.0 K= -1.97 30.5 120 SF 0 14 1 0" 0" 0.0 CONTINUED 64.2 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 8 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF C5 -15.0 1-1/4" 0 0 37'l" 3.0 fps 64.2 PATH 6 1.452" 2 0 151 4" 0.017 0.9 K= -1.87 15.5 120 XL 0 52'5" -9" -0.3 REF 86 1-1/4" 0 0 8'0" 3.0 fps 64.8 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 87 1-1/4" 0 0 81 0" 3.0 fps 64.9 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 88 1-1/4" 0 0 81 0" 3.0 fps 65.1 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" of, 0.0 REF 89 1-1/4" 0 0 81 0" 3.0 fps 65.2 1.452" 0 0 0" 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 90 1-1/4" 0 0 81 0" 3.0 fps 65.3 1.452" 0 0 of, 0.017 0.1 15.5 120 XL 0 81 0" 0" 0.0 REF 91 1-1/4" 0 0 761 6" 3.0 fps 65.5 1.452" 2 0 151 4" 0.017 1.5 15.5 120 XL 0 91'10" 9" 0.3 REF A2 15.0 2-1/2" 0 0 14 1 0" 1.7 fps 67.3 PATH 6 2.727" 0 0 0" 0.003 0.0 K= 1.83 30.5 120 SF 0 1410" 0" 0.0 REF A3 15.7 2-1/2" 2 0 74 1 0" 2.6 fps 67.4 PATH 5 2.727" 0 0 191 6" 0.006 0.5 K= 1.92 46.3 120 SF 0 931 6" 0" 0.0 CONTINUED 67.9 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA *5 PAGE 9 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF A4 4" 0 0 11 6" 1.0 fps 67.9 4.352" 0 0 0" 0.001 0.0 46.3 120 SF 0 11 6" 0" 0.0 REF AS 22.2 4" 0 0 101 0" 1.5 fps 67.9 PATH 7 4.352" 0 0 0" 0.001 0.0 K= 2.69 68.5 120 SF 0 101 0" 0" 0.0 REF A6 21.0 4" 0 0 10'0" 1.9 fps 67.9 PATH 8 4.352" 0 0 0" 0.002 0.0 K= 2.55 89.5 120 SF 0 101 0" 0" 0.0 REF A7 20.1 4" 0 0 101 0" 2.4 fps 67.9 PATH 9 4.352" 0 0 of, 0.003 0.0 K= 2.44 109.6 120 SF 0 10'O" 0" 0.0 REF A8 19.5 4" 0 0 101 9" 2.8 fps 68.0 PATH 10 4.352" 0 0 0" 0.004 0.0 K= 2.37 129.1 120 SF 0 101 9" 0" 0.0 REF A9 19.1 4" 0 0 121 0" 3.2 fps 68.0 PATH 11 4.352" 0 0 0" 0.005 0.1 K= 2.32 148.3 120 SF 0 121 0" of, 0.0 REF A10 19.1 4" 0 0 121 0" 3.6 fps 68.1 PATH 12 4.352" 0 0 0" 0.006 0.1 K= 2.32 167.4 120 SF 0 121 0" 0" 0.0 REF All 19.5 4" 0 0 12'0" 4.1 fps 68.2 PATH 13 4.352" 0 0 0" 0.008 0.1 K= 2.36 186.9 120 SF 0 121 0" 0" 0.0 REF Al2 20.1 4" 0 0 71 6" 4.5 fps 68.2 PATH 14 4.352" 0 0 0" 0.010 0.1 K= 2.44 207.0 120 SF 0 71 6" 0" 0.0 CONTINUED 68.3 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA *5 PAGE 10 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE C7 TO A14 CONTINUED REF A13 6" 0 0 7" 2.1 fps 68.3 6 357" 1 0 371 9" 0.002 0.1 207.0 120 10 0 381 3" 0" 0.0 REF A14 207.0 gpm PATH 4 K= 25.03 68.4 psi PATH 5 FROM HYDRAULIC REFERENCE C6 TO A3 REF C6 15.7 1-1/4" 0 0 451 1" 3.1 fps 64.2 PATH 4 1.452" 2 0 151 4" 0.017 1.0 K= 1.97 15.7 120 XL 0 601 5" -9" -0.3 REF 92 1-1/4" 0 0 8'0" 3.1 fps 64.9 1 452" 0 0 0" 0.017 0.1 15.7 120 XL 0 8'O" 0" 0.0 REF 93 1-1/4" 0 0 100'6" 3.1 fps 65.0 1.452" 2 0 15'4" 0.017 2.0 15.7 120 XL 0 115'10" 9" 0.3 REF A3 15.7 gpm PATH 5 K= 1.92 67.4 psi PATH 6 FROM HYDRAULIC REFERENCE CS TO A2 REF C5 15.0 2-1/2" 0 0 14 1 0" 0.8 fps 64.2 PATH 4 2.727" 0 0 0" 0.001 0.0 K= 1.87 15.0 120 SF 0 14'0" 0" 0.0 REF C4 1-1/4" 0 0 37 1 1" 2.9 fps 64.2 1.452" 2 0 15'4" 0.016 0.8 15.0 120 XL 0 521 5" -9" -0.3 REF 80 1-1/4" 0 0 8'0" 2.9 fps 64.7 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 8'0" 0" 0.0 CONTINUED 64. LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA i5 PAGE 11 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE C5 TO A2 CONTINUED REF 81 1-1/4" 0 0 8'0" 2.9 fps 64.9 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 82 1-1/4" 0 0 8'0" 2.9 fps 65.0 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" on 0.0 REF 83 1-1/4" 0 0 81 0" 2.9 fps 65.1 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 8'O" 0" 0.0 REF 84 1-1/4" 0 0 81 0" 2.9 fps 65.2 1.452" 0 0 0" 0.016 0.1 15.0 120 XL 0 81 0" 0" 0.0 REF 85 1-1/4" 2 0 801 0" 2.9 fps 65.4 1.452" 2 0 231 1" 0.016 1.6 15.0 120 XL 0 1031 0" 9" 0.3 REF Al 2-1/2" 0 0 101 6" 0.8 fps 67.3 2.727" 0 0 0" 0.001 0.0 15.0 120 SF 0 10'6" 0" 0.0 REF A2 15.0 gpm PATH 6 K= 1.83 67.3 psi PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 REF C9 22.2 2" 0 0 611 1" 1.8 fps 66.8 PATH 1 2.227" 2 0 28 1 9" 0.004 0.4 K= 2.72 22.2 120 SF 0 89'10" -9" -0.3 REF 40 2" 0 0 81 0" 1.8 fps 66.8 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'0" 0" 0.0 CONTINUED 66.9 Ps LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA 45 PAGE 12 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Pheaci FITS PATH 7 FROM HYDRAULIC REFERENCE C9 TO A5 CONTINUED REF 41 2" 0 0 81 0" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'0" 0" 0.0 REF 42 2" 0 0 8'0" 1.8 fps 66.9 2.227'v 0 0 0" 0.004 0.0 22.2 120 SF 0 8 1 0" 0" 0.0 REF 43 2" 0 0 8'O" 1.8 fps 66.9 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 44 2" 0 0 8'O" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 45 2" 0 0 8'0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 8'O" 0" 0.0 REF 46 2" 0 0 8'0" 1.8 fps 67.0 2.227" 0 0 0" 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 47 2" 0 0 8'0" 1.8 fps 67.1 2.227" 0 0 on 0.004 0.0 22.2 120 SF 0 81 0" 0" 0.0 REF 48 2" 0 0 93'0" 1.8 fps 67.1 2.227" 2 0 281 9" 0.004 0.5 22.2 120 SF 0 121'9" 9" 0.3 REF A5 22.2 gpm PATH 7 K= 2.69 67.9 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA 4fr5 PAGE 13 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 REF C10 21.0 2" 0 0 611 1" 1.7 fps 66.9 PATH 1 2.227" 2 0 28'9" 0.004 0.3 K= 2.57 21.0 120 SF 0 89'10" -9" -0.3 REF 49 2" 0 0 81 0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'0" 0" 0.0 REF 50 2" 0 0 81 0" 1.7 fps 66.9 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8'0" 0" 0.0 REF 51 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 of, 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 52 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 53 2" 0 0 81 0" 1 7 fps 67.0 2.227" 0 0 of, 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 54 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8 1 0" 0" 0.0 REF 55 2" 0 0 8'O" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 81 0" 0" 0.0 REF 56 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.004 0.0 21.0 120 SF 0 8 1 0" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA *5 PAGE 14 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE C10 TO A6 CONTINUED REF 57 2" 0 0 93'0" 1.7 fps 67.2 2.227" 2 0 28'9" 0.004 0.4 21.0 120 SF 0 121'9" 9" 0.3 REF A6 21.0 gpm PATH 8 K= 2.55 67.9 psi PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 REF Cli 20.1 2" 0 0 61'i" 1.7 fps 67.0 PATH 1 2.227" 2 0 281 9" 0.003 0.3 K= 2.46 20.1 120 SF 0 891 10" -9" -0.3 REF 58 2" 0 0 8'O" 1 7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 59 2" 0 0 81 0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 60 2" 0 0 8'0" 1.7 fps 67.0 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 61 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 62 2" 0 0 81 0" 1 7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 O" 0" 0.0 REF 63 2" 0 0 8'0" 1.7 fps 67.1 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 8'0" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %5 PAGE 15 FLOW if OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE Cli TO A7 CONTINUED REF 64 2" 0 0 8'O" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 65 2" 0 0 81 0" 1.7 fps 67.2 2.227" 0 0 0" 0.003 0.0 20.1 120 SF 0 81 0" 0" 0.0 REF 66 2" 0 0 931 0" 1.7 fps 67.2 2.227" 2 0 281 9" 0.003 0.4 20.1 120 SF 0 121'9" 9" 0.3 REF A7 20.1 gpm PATH 9 K= 2.44 67.9 psi PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 REF C12 19.5 2" 0 0 61'l" 1.6 fps 67.1 PATH 1 2.227" 2 0 28'9" 0.003 0.3 K= 2.38 19.5 120 SF 0 89'10" -9" -0.3 REF 67 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 68 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'O" 0" 0.0 REF 69 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 89 0" 0" 0.0 REF 70 2" 0 0 8'0" 1.6 fps 67.1 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 8'O" 0" 0.0 CONTINUED 67.2 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA i5 PAGE 16 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE C12 TO A8 CONTINUED REF 71 2" 0 0 8'0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 72 2" 0 0 8'0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 O" 0" 0.0 REF 73 2" 0 0 8'0" 1.6 fps 7.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 74 2" 0 0 8'0" 1.6 fps 67.2 2.227" 0 0 0" 0.003 0.0 19.5 120 SF 0 81 0" 0" 0.0 REF 75 2" 0 0 93'0" 1.6 fps 67.3 2.227" 2 0 281 9" 0.003 0.4 19.5 120 SF 0 121'9" 9" 0.3 REF A8 19.5 gpm PATH 10 K= 2.37 68.0 psi PATH 11 FROM HYDRAULIC REFERENCE C13 TO A9 REF C13 19.1 2" 0 0 77'1" 1 6 fps 67.2 PATH 1 2.227" 2 0 28'9" 0.003 0.3 K= 2.34 19.1 120 SF 0 105'10" -9" -0.3 REF 76 2" 0 0 141'0" 1.6 fps 67.2 2.227" 2 0 28'9" 0.003 0.5 19.1 120 SF 0 169'9" 9" 0.3 REF A9 19.1 gpm PATH 11 K= 2.32 68.0 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA 45 PAGE 17 FLOW % OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE C14 TO A10 REF C14 19.1 2" 0 0 218 1 1" 1.6 fps 67.2 PATH 1 2.227" 4 0 571 6" 0.003 0.8 K= 2.33 19.1 120 SF 0 275'7" 0" 0.0 REF A10 19.1 gpm PATH 12 K= 2.32 68.1 psi PATH 13 FROM HYDRAULIC REFERENCE C15 TO All REF C15 19.5 2" 0 0 218'l" 1.6 fps 67.3 PATH 1 2.227" 4 0 571 6" 0.003 0.9 K= 2.37 19.5 120 SF 0 275'7" 0" 0.0 REF All 19.5 gpm PATH 13 K= 2.36 68.2 ps PATH 14 FROM HYDRAULIC REFERENCE C16 TO Al2 REF C16 20.1 2" 0 0 218'l" 1.7 fps 67.3 PATH 1 2.227" 4 0 57'6" 0.003 0.9 K= 2.45 20.1 120 SF 0 275'7" 0" 0.0 REF Al2 20.1 gpm PATH 14 K= 2.44 68.2 psi PATH 15 FROM HYDRAULIC REFERENCE C17 TO B4 REF C17 21.1 2" 0 0 218'1" 1.8 fps 67.3 PATH 1 2.227" 4 0 576" 0.004 1.0 K= 2.57 21.1 120 SF 0 275'7" 0" 0.0 REF B4 21.1 gpm PATH 15 K= 2.55 68.4 psi 4 LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %5 PAGE 18 FLOW i OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pt Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 16 FROM HYDRAULIC REFERENCE E6 TO B3 REF E6 20.7 2" 0 0 218'1" 1.7 fps 67.4 PATH 1 2.227" 4 0 571 6" 0.004 1.0 K= 2.53 20.7 120 SF 0 275'7" 0" 0.0 REF B3 20.7 gpm PATH 16 K= 2.51 68.3 psi PATH 17 FROM HYDRAULIC REFERENCE ES TO B2 REF E5 12.5 2" 0 0 73'4" 1.0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.1 K= 1.53 12.5 120 SF 0 102'1" -9" -0.3 REF 141 12.3 2" 0 0 130'7" 2.1 fps 67.2 PATH 21 2.227" 2 0 28 1 9" 0.005 0.8 K= 1.50 24.8 120 SF 0 159'4" 1'7" 0.7 REF B2 24.8 gpm PATH 17 K= 3.00 psi PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 REF E4 12.6 2" 0 0 S'l" 1.0 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.0 K= 1.54 12.6 120 SF 0 33'10" -9" -0.3 REF 28 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 29 2" 0 0 81 0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 30 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi • LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA %5 PAGE 19 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 18 FROM HYDRAULIC REFERENCE E4 TO 140 CONTINUED REF 31 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 on 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 32 2" 0 0 8'0" 1.0 fps 67.1 2.227" 0 0 0" 0.001 0.0 12 6 120 SF 0 81 0" 0" 0.0 REF 33 2" 0 0 8'0" 1 0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 8'O" 0" 0.0 REF 34 2" 0 0 8'O" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 35 2" 0 0 81 0" 1.0 fps 67.2 2.227" 0 0 0" 0.001 0.0 12.6 120 SF 0 81 0" 0" 0.0 REF 36 2" 0 0 4'3" 1.0 fps 67.2 2 227" 0 0 0" 0.001 0.0 12.6 120 SF 0 41 3" 0" 0.0 REF 140 12.6 gpm PATH 18 K= 1.54 67.2 psi PATH 19 FROM HYDRAULIC REFERENCE £3 TO F3 REF £3 8.7 2" 0 0 5'l" 0.7 fps 67.4 PATH 1 2.227" 2 0 281 9" 0.001 0.0 K= 1.06 8.7 120 SF 0 33'10" -9" -0.3 REF 19 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8'0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 20 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 19 FROM HYDRAULIC REFERENCE E3 TO F3 CONTINUED REF 20 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 8'O" 0" 0.0 REF 21 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 22 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 23 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 24 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 25 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 26 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.7 120 SF 0 81 0" 0" 0.0 REF 27 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.7 120 SF 0 331 9" 9" 0.3 REF F3 8.7 gpm PATH 19 K= 1.05 67.5 psi 4 (, LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA i5 PAGE 21 FLOW i OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 REF E2 8.5 4" 0 0 101 8" 0.2 fps 67.4 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.04 8.5 120 SF 0 101 8" 0" 0.0 REF El 2" 0 0 51 1" 0.7 fps 67.4 2.227" 2 0 281 9" 0.001 0.0 8.5 120 SF 0 33'10" -9" -0.3 REF 1 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.'o 8.5 120 SF 0 81 0" 0" 0.0 REF 2 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 3 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF U 8'0" 0" 0.0 REF 4 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 5 2" 0 0 8'O" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'0" 0" 0.0 REF 6 2" 0 0 81 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 8'0" 0" 0.0 REF 7 2" 0 0 8'0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 CONTINUED 67.1 psi LOT 38 Drawing Date: 7/13/01 16:16 REMOTE AREA #5 PAGE 22 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 20 FROM HYDRAULIC REFERENCE E2 TO F2 CONTINUED REF 8 2" 0 0 8 1 0" 0.7 fps 67.1 2.227" 0 0 0" 0.001 0.0 8.5 120 SF 0 81 0" 0" 0.0 REF 9 2" 0 0 5'0" 0.7 fps 67.1 2.227" 2 0 28'9" 0.001 0.0 8.5 120 SF 0 331 9" 9" 0.3 REF Fl 4" 0 0 10'8" 0.2 fps 67.5 4.352" 0 0 0" 0.000 0.0 8.5 120 SF 0 101 8" 0" 0.0 REF F2 8.5 gpm PATH 20 K= 1.04 67.5 psi PATH 21 FROM HYDRAULIC REFERENCE F4 TO 141 REF F4 12.3 4" 0 0 12'O" 0.3 fps 67.5 PATH 1 4.352" 0 0 0" 0.000 0.0 K= 1.50 12.3 120 SF 0 1210r 0" 0.0 REF F5 2" 0 0 9" 1.0 fps 67.5 2.227" 2 0 28'9" 0.001 0.0 12.3 120 SF 0 29'6" -9" -0.3 REF 141 12.3 gpm PATH 21 K= 1.50 67.2 psi