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Nawatny Ridge Final Master Utility Report Page 20
APPENDIX E – Water System Calculations and Model
NAWATNY RIDGE
IRRIGATION DEMAND CALCULATIONS
Nawatny Ridge
Project #190108
Date: 2019-11-15
Irrigation Demands
Parcel Use Acreage
Walks,
Landscape &
Ammenities %
Walks,
Landscape &
Ammenities (AC)
Irrigated
Landscape %
Total Estimated
Landscape (AC)
Sod/Grass
(AC)
Drip
(AC)Native (AC)
Irrigation
Demand (AC-
ft/yr)
Irrigation Demand
(gpm)
Retirement community 73 40 29.2 50 14.60 4.4 4.4 5.8 15.45 22.98
Common Open space 31 100 31.0 40 12.40 3.7 3.7 5.0 13.12 19.52
TOTAL 104 60.2 27.00 8.1 8.1 10.8 28.57 42.51
Office Space 49 30 14.7 50 7.35 2.2 2.2 2.9 7.78 11.57
Common Open space 27 100 27.0 40 10.80 3.2 3.2 4.3 11.43 17.00
ROW 13 40 5.2 100 5.20 1.6 1.6 2.1 5.50 8.19
TOTAL 89 46.9 23.35 7.0 7.0 9.3 24.70 36.76
Open Space - Other Lands 17 100 17.0 80 13.60 4.1 4.1 5.4 14.39 21.41
Mixed use 48 30 14.4 40 5.76 1.7 1.7 2.3 6.09 9.07
Open Space - Visitor Lands 3 100 3.0 0 0.00 0.0 0.0 0.0 0.00 0.00
TOTAL 68 34.4 19.36 5.8 5.8 0.0 20.48 30.48
Mixed use 28 40 11.2 40 4.48 1.3 1.3 1.8 4.74 7.05
Open Space - Visitor Lands 12 100 12.0 0 0.00 0.0 0.0 0.0 0.00 0.00
TOTAL 40 23.2 4.48 1.3 1.3 1.8 4.74 7.05
Phase 2 Lot 1 Block 1
Phase 1 Lot 2 Block 1
Phase 2 Lot 1 Block 2
Phase 1 Lot 1 Block 2
NAWATNY RIDGEDOMESTIC WATER DEMAND CALCULATIONS
Nawatny RidgeProject #190108Date: 2019-11-27Phase 1
Parcel Use Intensity Demand/ Unit Average Daily Demand (GPD)
Average Daily Demand (GPM)
Max Day Demand (GPM)*
Peak Hour Demand (GPM) *
Peak Hour Demand (GPM)**
Peak Hour Demand(2.68*Avg day)
(GPD)***
Peak Hour Demand(2.68*Avg day)
(GPM)***Irrigation Demand
Fire Flow Demand (GPM)
Phase 2 Lot 1 Block 1 Retirement community 400 Units 107.3 gal / Unit 42912 29.8 74.5 119.2 657.0 115004.2 79.9 10.6 3000Phase 1 Lot 2 Block 1 Corporate Offices 500000 sq.ft. 0.04 gal/sf 20000 13.9 34.7 55.6 441.0 53600.0 37.2 36.8 3000
Shopping Center 42500 sq.ft 0.16 gal/sf 6800 4.7 11.8 18.9 3000Business Hotel 240 Rooms 130 gal/room 31200 21.7 54.2 86.7 3000General Office 637500 sqft 0.04 gal/sf 25500 17.7 44.3 70.8 3000
Phase 2
Parcel Use Intensity Demand/ Unit Average Daily Demand (GPD)
Average Daily Demand (GPM)
Max Day Demand (GPM)*
Peak Hour Demand (GPM) *
Peak Hour Demand (GPM)**
Peak Hour Demand(2.68*Avg day)
(GPD)***
Peak Hour Demand(2.68*Avg day)
(GPM)***Irrigation Demand
Fire Flow Demand (GPM)
Phase 2 Lot 1 Block 1 Retirement community 700 Units 107.3 gal / Unit 75096 52.2 130.4 208.6 657.0 201257.3 139.8 21.3 3000Phase 1 Lot 2 Block 1 Corporate Offices 500000 sq.ft. 0.04 gal/sf 20000 13.9 34.7 55.6 441.0 53600.0 37.2 36.8 3000
Shopping Center 85000 sq.ft 0.16 gal/sf 13600 9.4 23.6 37.8 3000Business Hotel 480 Rooms 130 gal/room 62400 43.3 108.3 173.3 3000General Office 1275000 sqft 0.04 gal/sf 51000 35.4 88.5 141.7 3000
Phase 3
Parcel Use Intensity Demand/ Unit Average Daily Demand (GPD)
Average Daily Demand (GPM)
Max Day Demand (GPM)*
Peak Hour Demand (GPM) *
Peak Hour Demand (GPM)**
Peak Hour Demand(2.68*Avg day)
(GPD)***
Peak Hour Demand(2.68*Avg day)
(GPM)***Irrigation Demand
Fire Flow Demand (GPM)
Phase 2 Lot 1 Block 1 Retirement community 1100 Units 107.3 gal / Unit 118008 82.0 204.9 327.8 657.0 316261.4 219.6 31.9 3000Phase 1 Lot 2 Block 1 Corporate Offices 500000 sq.ft. 0.04 gal/sf 20000 13.9 34.7 55.6 441.0 53600.0 37.2 36.8 3000
Shopping Center 127500 sq.ft 0.16 gal/sf 20400 14.2 35.4 56.7 3000Business Hotel 720 Rooms 130 gal/room 93600 65.0 162.5 260.0 3000General Office 1912500 sqft 0.04 gal/sf 76500 53.1 132.8 212.5 3000
Phase 4
Parcel Use Intensity Demand/ Unit Average Daily Demand (GPD)
Average Daily Demand (GPM)
Max Day Demand (GPM)*
Peak Hour Demand (GPM) *
Peak Hour Demand (GPM)**
Peak Hour Demand(2.68*Avg day)
(GPD)***
Peak Hour Demand(2.68*Avg day)
(GPM)***Irrigation Demand
Fire Flow Demand (GPM)
Phase 2 Lot 1 Block 1 Retirement community 1500 Units 107.3 gal / Unit 160920 111.8 279.4 447.0 657.0 431265.6 299.5 42.5 3000Phase 1 Lot 2 Block 1 Corporate Offices 500000 sq.ft. 0.04 gal/sf 20000 13.9 34.7 55.6 441.0 53600.0 37.2 36.8 3000
Shopping Center 170000 sq.ft 0.16 gal/sf 27200 18.9 47.2 75.6 3000Business Hotel 960 Rooms 130 gal/room 124800 86.7 216.7 346.7 3000General Office 2550000 sqft 0.04 gal/sf 102000 70.8 177.1 283.3 3000
Existing Demands Use Intensity Demand/ Unit Average Daily Demand (GPD)
Average Daily Demand (GPM)
Max Day Demand (GPM)*
Peak Hour Demand (GPM) *
Peak Hour Demand(2.68*Avg day)
(GPD)***
Peak Hour Demand(2.68*Avg day)
(GPM)***Integrative Family Medicine (IFM) Medical/Office 72000 sq.ft. 0.2 gal/sf 14400 10.0 25.0 40.0 38592.0 26.8Juniper Village at Lousiville (JVL) Senior living 52 Units 72 gal/unit 3744 2.6 6.5 10.4 10033.9 7.0Monarch K-8 (MK8) School 172800 sq.ft 0.06 gal/sf 10368 7.2 18.0 28.8 27786.2 19.3Monarch High School (MHS) School 180000 sq.ft. 0.06 gal/sf 10800 7.5 18.8 30.0 28944.0 20.1
***By Request of City of Lousiville
* Per City of Westminster Design Criteria**Per City of Louisville Design Criteria
Phase 1 Lot 1 Block 2 / Phase 2 Lot 1 Block 2
Phase 1 Lot 1 Block 2 / Phase 2 Lot 1 Block 2
Phase 1 Lot 1 Block 2 / Phase 2 Lot 1 Block 2
Phase 1 Lot 1 Block 2 / Phase 2 Lot 1 Block 2
9.4
18.8
28.1
37.5
684.0
684.0
684.0
684.0
18224.0
36448.0
54672.0
680720.0
12.7
25.3
38.0
472.7
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
ISSUE DATE:DATE REVISION COMMENTS
PROJECT #:
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
11 OF 1
06-19-2019 TEHTEHTEH
190108
NAWATNY RIDGEPROPOSED WATER NETWORK
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SCALE: 1" =
500 500 1000
500'
Scenario: P1 MaxCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.96 67J-2 5,475.00 0 5,626.00 65J-3 5,367.00 0 5,625.77 112J-5 5,370.00 0 5,625.80 111J-7 5,470.00 0 5,625.98 67J-9 5,430.00 0 5,625.90 85J-11 5,393.70 0 5,625.80 100J-18 5,370.00 0 5,625.72 111J-19 5,380.00 0 5,625.80 106JVL 5,467.02 7 5,625.98 69MHS 5,456.88 19 5,625.90 73MK8 5,459.71 18 5,625.91 72MU 5,377.00 120 5,625.72 108OFFICE 5,396.13 72 5,625.72 99SL 5,432.07 85 5,625.77 84
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/4gbf4h2b.xml
Scenario: P1 MaxCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 71 0.45 0.000P-25 2,942 MU J-11 12.0 -91 0.26 0.000P-24 740 J-11 J-19 12.0 25 0.07 0.000P-23 1,963 J-9 J-11 12.0 116 0.33 0.000P-13 2,618 J-18 J-3 8.0 -25 0.16 0.000P-12 1,276 OFFICE MU 12.0 4 0.01 0.000P-11 2,397 SL OFFICE 12.0 75 0.21 0.000P-10 671 MU J-18 12.0 -25 0.07 0.000P-9 2,529 J-7 SL 12.0 160 0.45 0.000P-8 528 J-19 J-5 12.0 25 0.07 0.000EX-11 1,761 J-9 MHS 8.0 -11 0.07 0.000EX-10 185 MHS MK8 8.0 -30 0.19 0.000EX-9 718 MK8 IFM 8.0 -48 0.31 0.000EX-8 284 IFM J-2 8.0 -73 0.47 0.000EX-7 1,414 J-3 J-5 8.0 -25 0.16 0.000EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 105 0.30 0.000EX-3 166 J-7 JVL 12.0 111 0.31 0.000EX-2 831 J-2 J-7 18.0 200 0.25 0.000EX-1 39 R-1 J-2 18.0 274 0.34 0.000
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/swdwqg2r.xml
Scenario: P1 Max MU FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.70 67J-2 5,475.00 0 5,625.92 65J-3 5,367.00 0 5,597.52 100J-5 5,370.00 0 5,601.66 100J-7 5,470.00 0 5,624.70 67J-9 5,430.00 0 5,615.46 80J-11 5,393.70 0 5,602.18 90J-18 5,370.00 0 5,589.85 95J-19 5,380.00 0 5,601.88 96JVL 5,467.02 7 5,624.01 68MHS 5,456.88 19 5,621.25 71MK8 5,459.71 18 5,621.91 70MU 5,377.00 3,150 5,589.58 92OFFICE 5,396.13 72 5,596.02 86SL 5,432.07 85 5,609.26 77
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/biwiuygt.xml
Scenario: P1 Max MU FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 759 4.84 0.011P-25 2,942 MU J-11 12.0 -1,327 3.77 0.004P-24 740 J-11 J-19 12.0 372 1.06 0.000P-23 1,963 J-9 J-11 12.0 1,699 4.82 0.007P-13 2,618 J-18 J-3 8.0 -372 2.38 0.003P-12 1,276 OFFICE MU 12.0 1,451 4.12 0.005P-11 2,397 SL OFFICE 12.0 1,523 4.32 0.006P-10 671 MU J-18 12.0 -372 1.06 0.000P-9 2,529 J-7 SL 12.0 1,608 4.56 0.006P-8 528 J-19 J-5 12.0 372 1.06 0.000EX-11 1,761 J-9 MHS 8.0 -396 2.53 0.003EX-10 185 MHS MK8 8.0 -415 2.65 0.004EX-9 718 MK8 IFM 8.0 -433 2.76 0.004EX-8 284 IFM J-2 8.0 -458 2.92 0.004EX-7 1,414 J-3 J-5 8.0 -372 2.38 0.003EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,303 3.70 0.004EX-3 166 J-7 JVL 12.0 1,310 3.72 0.004EX-2 831 J-2 J-7 18.0 2,159 2.72 0.001EX-1 39 R-1 J-2 18.0 2,617 3.30 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/5cqxdedp.xml
Scenario: P1 Max SL FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.21 67J-2 5,475.00 0 5,625.92 65J-3 5,367.00 0 5,611.60 106J-5 5,370.00 0 5,613.61 105J-7 5,470.00 0 5,624.64 67J-9 5,430.00 0 5,620.28 82J-11 5,393.70 0 5,613.85 95J-18 5,370.00 0 5,607.90 103J-19 5,380.00 0 5,613.71 101JVL 5,467.02 7 5,624.31 68MHS 5,456.88 19 5,623.30 72MK8 5,459.71 18 5,623.66 71MU 5,377.00 120 5,607.76 100OFFICE 5,396.13 72 5,604.36 90SL 5,432.07 3,081 5,598.76 72
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/km3ymdeb.xml
Scenario: P1 Max SL FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 778 4.97 0.011P-25 2,942 MU J-11 12.0 -896 2.54 0.002P-24 740 J-11 J-19 12.0 251 0.71 0.000P-23 1,963 J-9 J-11 12.0 1,148 3.26 0.003P-13 2,618 J-18 J-3 8.0 -251 1.60 0.001P-12 1,276 OFFICE MU 12.0 -1,028 2.92 0.003P-11 2,397 SL OFFICE 12.0 -957 2.71 0.002P-10 671 MU J-18 12.0 -251 0.71 0.000P-9 2,529 J-7 SL 12.0 2,124 6.03 0.010P-8 528 J-19 J-5 12.0 251 0.71 0.000EX-11 1,761 J-9 MHS 8.0 -279 1.78 0.002EX-10 185 MHS MK8 8.0 -298 1.90 0.002EX-9 718 MK8 IFM 8.0 -316 2.02 0.002EX-8 284 IFM J-2 8.0 -341 2.18 0.002EX-7 1,414 J-3 J-5 8.0 -251 1.60 0.001EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 869 2.46 0.002EX-3 166 J-7 JVL 12.0 875 2.48 0.002EX-2 831 J-2 J-7 18.0 2,221 2.80 0.002EX-1 39 R-1 J-2 18.0 2,562 3.23 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/rj0sehez.xml
Scenario: P1 Max Office FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.89 67J-2 5,475.00 0 5,625.92 65J-3 5,367.00 0 5,602.84 102J-5 5,370.00 0 5,606.18 102J-7 5,470.00 0 5,624.70 67J-9 5,430.00 0 5,617.29 81J-11 5,393.70 0 5,606.59 92J-18 5,370.00 0 5,596.67 98J-19 5,380.00 0 5,606.35 98JVL 5,467.02 7 5,624.14 68MHS 5,456.88 19 5,622.03 71MK8 5,459.71 18 5,622.57 70MU 5,377.00 120 5,596.45 95OFFICE 5,396.13 3,072 5,590.48 84SL 5,432.07 85 5,606.35 75
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/rsvu4ifw.xml
Scenario: P1 Max Office FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 761 4.85 0.011P-25 2,942 MU J-11 12.0 -1,181 3.35 0.003P-24 740 J-11 J-19 12.0 331 0.94 0.000P-23 1,963 J-9 J-11 12.0 1,512 4.29 0.005P-13 2,618 J-18 J-3 8.0 -331 2.11 0.002P-12 1,276 OFFICE MU 12.0 -1,392 3.95 0.005P-11 2,397 SL OFFICE 12.0 1,679 4.76 0.007P-10 671 MU J-18 12.0 -331 0.94 0.000P-9 2,529 J-7 SL 12.0 1,764 5.01 0.007P-8 528 J-19 J-5 12.0 331 0.94 0.000EX-11 1,761 J-9 MHS 8.0 -356 2.27 0.003EX-10 185 MHS MK8 8.0 -374 2.39 0.003EX-9 718 MK8 IFM 8.0 -392 2.50 0.003EX-8 284 IFM J-2 8.0 -417 2.66 0.004EX-7 1,414 J-3 J-5 8.0 -331 2.11 0.002EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,156 3.28 0.003EX-3 166 J-7 JVL 12.0 1,163 3.30 0.003EX-2 831 J-2 J-7 18.0 2,167 2.73 0.001EX-1 39 R-1 J-2 18.0 2,584 3.26 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/hxvmdlzt.xml
Scenario: P2 MaxCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.93 67J-2 5,475.00 0 5,626.00 65J-3 5,367.00 0 5,625.43 112J-5 5,370.00 0 5,625.51 111J-7 5,470.00 0 5,625.96 67J-9 5,430.00 0 5,625.76 85J-11 5,393.70 0 5,625.52 100J-18 5,370.00 0 5,625.29 110J-19 5,380.00 0 5,625.51 106JVL 5,467.02 7 5,625.95 69MHS 5,456.88 19 5,625.82 73MK8 5,459.71 18 5,625.84 72MU 5,377.00 239 5,625.29 107OFFICE 5,396.13 72 5,625.30 99SL 5,432.07 152 5,625.41 84
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/xbnmn23l.xml
Scenario: P2 MaxCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 114 0.73 0.000P-25 2,942 MU J-11 12.0 -153 0.43 0.000P-24 740 J-11 J-19 12.0 43 0.12 0.000P-23 1,963 J-9 J-11 12.0 196 0.56 0.000P-13 2,618 J-18 J-3 8.0 -43 0.27 0.000P-12 1,276 OFFICE MU 12.0 43 0.12 0.000P-11 2,397 SL OFFICE 12.0 115 0.33 0.000P-10 671 MU J-18 12.0 -43 0.12 0.000P-9 2,529 J-7 SL 12.0 266 0.76 0.000P-8 528 J-19 J-5 12.0 43 0.12 0.000EX-11 1,761 J-9 MHS 8.0 -33 0.21 0.000EX-10 185 MHS MK8 8.0 -52 0.33 0.000EX-9 718 MK8 IFM 8.0 -70 0.45 0.000EX-8 284 IFM J-2 8.0 -95 0.61 0.000EX-7 1,414 J-3 J-5 8.0 -43 0.27 0.000EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 163 0.46 0.000EX-3 166 J-7 JVL 12.0 170 0.48 0.000EX-2 831 J-2 J-7 18.0 322 0.41 0.000EX-1 39 R-1 J-2 18.0 417 0.53 0.000
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/hq41hfy2.xml
Scenario: P2 Max MU FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.61 67J-2 5,475.00 0 5,625.91 65J-3 5,367.00 0 5,595.56 99J-5 5,370.00 0 5,599.99 100J-7 5,470.00 0 5,624.59 67J-9 5,430.00 0 5,614.72 80J-11 5,393.70 0 5,600.54 89J-18 5,370.00 0 5,587.37 94J-19 5,380.00 0 5,600.22 95JVL 5,467.02 7 5,623.85 68MHS 5,456.88 19 5,620.94 71MK8 5,459.71 18 5,621.65 70MU 5,377.00 3,239 5,587.08 91OFFICE 5,396.13 72 5,593.75 86SL 5,432.07 152 5,607.43 76
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/eqjjjgt2.xml
Scenario: P2 Max MU FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 795 5.07 0.012P-25 2,942 MU J-11 12.0 -1,375 3.90 0.005P-24 740 J-11 J-19 12.0 386 1.09 0.000P-23 1,963 J-9 J-11 12.0 1,761 5.00 0.007P-13 2,618 J-18 J-3 8.0 -386 2.46 0.003P-12 1,276 OFFICE MU 12.0 1,478 4.19 0.005P-11 2,397 SL OFFICE 12.0 1,550 4.40 0.006P-10 671 MU J-18 12.0 -386 1.09 0.000P-9 2,529 J-7 SL 12.0 1,702 4.83 0.007P-8 528 J-19 J-5 12.0 386 1.09 0.000EX-11 1,761 J-9 MHS 8.0 -412 2.63 0.004EX-10 185 MHS MK8 8.0 -430 2.75 0.004EX-9 718 MK8 IFM 8.0 -448 2.86 0.004EX-8 284 IFM J-2 8.0 -473 3.02 0.005EX-7 1,414 J-3 J-5 8.0 -386 2.46 0.003EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,349 3.83 0.004EX-3 166 J-7 JVL 12.0 1,356 3.85 0.004EX-2 831 J-2 J-7 18.0 2,263 2.85 0.002EX-1 39 R-1 J-2 18.0 2,736 3.45 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/lgk25vwt.xml
Scenario: P2 Max SL FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.13 67J-2 5,475.00 0 5,625.92 65J-3 5,367.00 0 5,609.70 105J-5 5,370.00 0 5,611.97 105J-7 5,470.00 0 5,624.52 67J-9 5,430.00 0 5,619.56 82J-11 5,393.70 0 5,612.26 95J-18 5,370.00 0 5,605.48 102J-19 5,380.00 0 5,612.09 100JVL 5,467.02 7 5,624.15 68MHS 5,456.88 19 5,622.99 72MK8 5,459.71 18 5,623.40 71MU 5,377.00 239 5,605.33 99OFFICE 5,396.13 72 5,602.15 89SL 5,432.07 3,118 5,596.95 71
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/2symsumg.xml
Scenario: P2 Max SL FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 814 5.19 0.012P-25 2,942 MU J-11 12.0 -961 2.73 0.002P-24 740 J-11 J-19 12.0 269 0.76 0.000P-23 1,963 J-9 J-11 12.0 1,230 3.49 0.004P-13 2,618 J-18 J-3 8.0 -269 1.72 0.002P-12 1,276 OFFICE MU 12.0 -991 2.81 0.002P-11 2,397 SL OFFICE 12.0 -919 2.61 0.002P-10 671 MU J-18 12.0 -269 0.76 0.000P-9 2,529 J-7 SL 12.0 2,198 6.24 0.011P-8 528 J-19 J-5 12.0 269 0.76 0.000EX-11 1,761 J-9 MHS 8.0 -299 1.91 0.002EX-10 185 MHS MK8 8.0 -318 2.03 0.002EX-9 718 MK8 IFM 8.0 -336 2.14 0.002EX-8 284 IFM J-2 8.0 -361 2.30 0.003EX-7 1,414 J-3 J-5 8.0 -269 1.72 0.002EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 931 2.64 0.002EX-3 166 J-7 JVL 12.0 938 2.66 0.002EX-2 831 J-2 J-7 18.0 2,322 2.93 0.002EX-1 39 R-1 J-2 18.0 2,683 3.38 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/iclnuv3k.xml
Scenario: P2 Max Office FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.79 67J-2 5,475.00 0 5,625.91 65J-3 5,367.00 0 5,600.42 101J-5 5,370.00 0 5,604.11 101J-7 5,470.00 0 5,624.56 67J-9 5,430.00 0 5,616.38 81J-11 5,393.70 0 5,604.56 91J-18 5,370.00 0 5,593.60 97J-19 5,380.00 0 5,604.30 97JVL 5,467.02 7 5,623.94 68MHS 5,456.88 19 5,621.64 71MK8 5,459.71 18 5,622.24 70MU 5,377.00 239 5,593.36 94OFFICE 5,396.13 3,072 5,587.68 83SL 5,432.07 152 5,604.18 74
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/twfrzeij.xml
Scenario: P2 Max Office FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 804 5.13 0.012P-25 2,942 MU J-11 12.0 -1,246 3.53 0.004P-24 740 J-11 J-19 12.0 349 0.99 0.000P-23 1,963 J-9 J-11 12.0 1,595 4.53 0.006P-13 2,618 J-18 J-3 8.0 -349 2.23 0.003P-12 1,276 OFFICE MU 12.0 -1,356 3.85 0.004P-11 2,397 SL OFFICE 12.0 1,715 4.87 0.007P-10 671 MU J-18 12.0 -349 0.99 0.000P-9 2,529 J-7 SL 12.0 1,867 5.30 0.008P-8 528 J-19 J-5 12.0 349 0.99 0.000EX-11 1,761 J-9 MHS 8.0 -376 2.40 0.003EX-10 185 MHS MK8 8.0 -395 2.52 0.003EX-9 718 MK8 IFM 8.0 -413 2.63 0.004EX-8 284 IFM J-2 8.0 -438 2.79 0.004EX-7 1,414 J-3 J-5 8.0 -349 2.23 0.003EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,219 3.46 0.004EX-3 166 J-7 JVL 12.0 1,226 3.48 0.004EX-2 831 J-2 J-7 18.0 2,289 2.89 0.002EX-1 39 R-1 J-2 18.0 2,727 3.44 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/hpflz2xg.xml
Scenario: P3 MaxCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.90 67J-2 5,475.00 0 5,626.00 65J-3 5,367.00 0 5,624.92 112J-5 5,370.00 0 5,625.06 110J-7 5,470.00 0 5,625.93 67J-9 5,430.00 0 5,625.56 85J-11 5,393.70 0 5,625.08 100J-18 5,370.00 0 5,624.64 110J-19 5,380.00 0 5,625.07 106JVL 5,467.02 7 5,625.90 69MHS 5,456.88 19 5,625.71 73MK8 5,459.71 18 5,625.74 72MU 5,377.00 359 5,624.63 107OFFICE 5,396.13 72 5,624.66 99SL 5,432.07 237 5,624.83 83
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/duu0popg.xml
Scenario: P3 MaxCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 161 1.03 0.001P-25 2,942 MU J-11 12.0 -221 0.63 0.000P-24 740 J-11 J-19 12.0 62 0.18 0.000P-23 1,963 J-9 J-11 12.0 282 0.80 0.000P-13 2,618 J-18 J-3 8.0 -62 0.39 0.000P-12 1,276 OFFICE MU 12.0 76 0.22 0.000P-11 2,397 SL OFFICE 12.0 148 0.42 0.000P-10 671 MU J-18 12.0 -62 0.18 0.000P-9 2,529 J-7 SL 12.0 385 1.09 0.000P-8 528 J-19 J-5 12.0 62 0.18 0.000EX-11 1,761 J-9 MHS 8.0 -55 0.35 0.000EX-10 185 MHS MK8 8.0 -74 0.47 0.000EX-9 718 MK8 IFM 8.0 -92 0.59 0.000EX-8 284 IFM J-2 8.0 -117 0.75 0.000EX-7 1,414 J-3 J-5 8.0 -62 0.39 0.000EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 227 0.64 0.000EX-3 166 J-7 JVL 12.0 234 0.66 0.000EX-2 831 J-2 J-7 18.0 457 0.58 0.000EX-1 39 R-1 J-2 18.0 574 0.72 0.000
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/fvwk4h1e.xml
Scenario: P3 Max MU FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.50 67J-2 5,475.00 0 5,625.90 65J-3 5,367.00 0 5,592.86 98J-5 5,370.00 0 5,597.67 99J-7 5,470.00 0 5,624.42 67J-9 5,430.00 0 5,613.71 79J-11 5,393.70 0 5,598.27 89J-18 5,370.00 0 5,583.95 93J-19 5,380.00 0 5,597.92 94JVL 5,467.02 7 5,623.62 68MHS 5,456.88 19 5,620.50 71MK8 5,459.71 18 5,621.28 70MU 5,377.00 3,359 5,583.63 89OFFICE 5,396.13 72 5,590.62 84SL 5,432.07 237 5,604.91 75
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/ltma02mx.xml
Scenario: P3 Max MU FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 843 5.38 0.013P-25 2,942 MU J-11 12.0 -1,440 4.08 0.005P-24 740 J-11 J-19 12.0 404 1.15 0.000P-23 1,963 J-9 J-11 12.0 1,843 5.23 0.008P-13 2,618 J-18 J-3 8.0 -404 2.58 0.003P-12 1,276 OFFICE MU 12.0 1,516 4.30 0.005P-11 2,397 SL OFFICE 12.0 1,587 4.50 0.006P-10 671 MU J-18 12.0 -404 1.15 0.000P-9 2,529 J-7 SL 12.0 1,824 5.17 0.008P-8 528 J-19 J-5 12.0 404 1.15 0.000EX-11 1,761 J-9 MHS 8.0 -432 2.76 0.004EX-10 185 MHS MK8 8.0 -451 2.88 0.004EX-9 718 MK8 IFM 8.0 -469 2.99 0.004EX-8 284 IFM J-2 8.0 -494 3.15 0.005EX-7 1,414 J-3 J-5 8.0 -404 2.58 0.003EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,411 4.00 0.005EX-3 166 J-7 JVL 12.0 1,418 4.02 0.005EX-2 831 J-2 J-7 18.0 2,399 3.02 0.002EX-1 39 R-1 J-2 18.0 2,893 3.65 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/tb1x2iys.xml
Scenario: P3 Max SL FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.03 67J-2 5,475.00 0 5,625.91 65J-3 5,367.00 0 5,607.46 104J-5 5,370.00 0 5,610.06 104J-7 5,470.00 0 5,624.38 67J-9 5,430.00 0 5,618.71 82J-11 5,393.70 0 5,610.38 94J-18 5,370.00 0 5,602.66 101J-19 5,380.00 0 5,610.19 100JVL 5,467.02 7 5,623.95 68MHS 5,456.88 19 5,622.62 72MK8 5,459.71 18 5,623.08 71MU 5,377.00 359 5,602.48 98OFFICE 5,396.13 72 5,599.48 88SL 5,432.07 3,183 5,594.57 70
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/ltorj5es.xml
Scenario: P3 Max SL FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 856 5.46 0.014P-25 2,942 MU J-11 12.0 -1,032 2.93 0.003P-24 740 J-11 J-19 12.0 289 0.82 0.000P-23 1,963 J-9 J-11 12.0 1,321 3.75 0.004P-13 2,618 J-18 J-3 8.0 -289 1.85 0.002P-12 1,276 OFFICE MU 12.0 -962 2.73 0.002P-11 2,397 SL OFFICE 12.0 -891 2.53 0.002P-10 671 MU J-18 12.0 -289 0.82 0.000P-9 2,529 J-7 SL 12.0 2,293 6.50 0.012P-8 528 J-19 J-5 12.0 289 0.82 0.000EX-11 1,761 J-9 MHS 8.0 -321 2.05 0.002EX-10 185 MHS MK8 8.0 -339 2.17 0.002EX-9 718 MK8 IFM 8.0 -357 2.28 0.003EX-8 284 IFM J-2 8.0 -382 2.44 0.003EX-7 1,414 J-3 J-5 8.0 -289 1.85 0.002EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,000 2.84 0.003EX-3 166 J-7 JVL 12.0 1,007 2.86 0.003EX-2 831 J-2 J-7 18.0 2,443 3.08 0.002EX-1 39 R-1 J-2 18.0 2,826 3.56 0.002
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/x1lz2t3p.xml
Scenario: P3 Max Office FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.67 67J-2 5,475.00 0 5,625.90 65J-3 5,367.00 0 5,597.76 100J-5 5,370.00 0 5,601.83 100J-7 5,470.00 0 5,624.40 67J-9 5,430.00 0 5,615.38 80J-11 5,393.70 0 5,602.33 90J-18 5,370.00 0 5,590.23 95J-19 5,380.00 0 5,602.04 96JVL 5,467.02 7 5,623.72 68MHS 5,456.88 19 5,621.21 71MK8 5,459.71 18 5,621.88 70MU 5,377.00 359 5,589.96 92OFFICE 5,396.13 3,072 5,584.52 82SL 5,432.07 237 5,601.59 73
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/hrqcyd5n.xml
Scenario: P3 Max Office FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 851 5.43 0.014P-25 2,942 MU J-11 12.0 -1,315 3.73 0.004P-24 740 J-11 J-19 12.0 369 1.05 0.000P-23 1,963 J-9 J-11 12.0 1,683 4.77 0.007P-13 2,618 J-18 J-3 8.0 -369 2.35 0.003P-12 1,276 OFFICE MU 12.0 -1,324 3.76 0.004P-11 2,397 SL OFFICE 12.0 1,747 4.96 0.007P-10 671 MU J-18 12.0 -369 1.05 0.000P-9 2,529 J-7 SL 12.0 1,984 5.63 0.009P-8 528 J-19 J-5 12.0 369 1.05 0.000EX-11 1,761 J-9 MHS 8.0 -398 2.54 0.003EX-10 185 MHS MK8 8.0 -416 2.66 0.004EX-9 718 MK8 IFM 8.0 -434 2.77 0.004EX-8 284 IFM J-2 8.0 -459 2.93 0.004EX-7 1,414 J-3 J-5 8.0 -369 2.35 0.003EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,286 3.65 0.004EX-3 166 J-7 JVL 12.0 1,292 3.67 0.004EX-2 831 J-2 J-7 18.0 2,425 3.06 0.002EX-1 39 R-1 J-2 18.0 2,884 3.64 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/esjrai0s.xml
Scenario: P4 MaxCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,625.86 67J-2 5,475.00 0 5,625.99 65J-3 5,367.00 0 5,624.24 111J-5 5,370.00 0 5,624.49 110J-7 5,470.00 0 5,625.88 67J-9 5,430.00 0 5,625.30 84J-11 5,393.70 0 5,624.52 100J-18 5,370.00 0 5,623.79 110J-19 5,380.00 0 5,624.50 106JVL 5,467.02 7 5,625.84 69MHS 5,456.88 19 5,625.58 73MK8 5,459.71 18 5,625.62 72MU 5,377.00 479 5,623.77 107OFFICE 5,396.13 72 5,623.83 99SL 5,432.07 322 5,624.08 83
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/a3uqqpy3.xml
Scenario: P4 MaxCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 209 1.33 0.001P-25 2,942 MU J-11 12.0 -288 0.82 0.000P-24 740 J-11 J-19 12.0 81 0.23 0.000P-23 1,963 J-9 J-11 12.0 369 1.05 0.000P-13 2,618 J-18 J-3 8.0 -81 0.52 0.000P-12 1,276 OFFICE MU 12.0 110 0.31 0.000P-11 2,397 SL OFFICE 12.0 181 0.51 0.000P-10 671 MU J-18 12.0 -81 0.23 0.000P-9 2,529 J-7 SL 12.0 503 1.43 0.001P-8 528 J-19 J-5 12.0 81 0.23 0.000EX-11 1,761 J-9 MHS 8.0 -77 0.49 0.000EX-10 185 MHS MK8 8.0 -96 0.61 0.000EX-9 718 MK8 IFM 8.0 -114 0.73 0.000EX-8 284 IFM J-2 8.0 -139 0.89 0.000EX-7 1,414 J-3 J-5 8.0 -81 0.52 0.000EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 292 0.83 0.000EX-3 166 J-7 JVL 12.0 298 0.85 0.000EX-2 831 J-2 J-7 18.0 593 0.75 0.000EX-1 39 R-1 J-2 18.0 732 0.92 0.000
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/gsokihzm.xml
Scenario: P4 Max SL FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.90 67J-2 5,475.00 0 5,625.90 65J-3 5,367.00 0 5,604.58 103J-5 5,370.00 0 5,607.59 103J-7 5,470.00 0 5,624.17 67J-9 5,430.00 0 5,617.61 81J-11 5,393.70 0 5,607.96 93J-18 5,370.00 0 5,599.01 99J-19 5,380.00 0 5,607.75 99JVL 5,467.02 7 5,623.68 68MHS 5,456.88 19 5,622.15 72MK8 5,459.71 18 5,622.68 71MU 5,377.00 479 5,598.81 96OFFICE 5,396.13 72 5,595.87 86SL 5,432.07 3,306 5,591.07 69
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/ebsgau2d.xml
Scenario: P4 Max SL FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 912 5.82 0.015P-25 2,942 MU J-11 12.0 -1,117 3.17 0.003P-24 740 J-11 J-19 12.0 313 0.89 0.000P-23 1,963 J-9 J-11 12.0 1,430 4.06 0.005P-13 2,618 J-18 J-3 8.0 -313 2.00 0.002P-12 1,276 OFFICE MU 12.0 -952 2.70 0.002P-11 2,397 SL OFFICE 12.0 -880 2.50 0.002P-10 671 MU J-18 12.0 -313 0.89 0.000P-9 2,529 J-7 SL 12.0 2,426 6.88 0.013P-8 528 J-19 J-5 12.0 313 0.89 0.000EX-11 1,761 J-9 MHS 8.0 -347 2.22 0.003EX-10 185 MHS MK8 8.0 -366 2.34 0.003EX-9 718 MK8 IFM 8.0 -384 2.45 0.003EX-8 284 IFM J-2 8.0 -409 2.61 0.003EX-7 1,414 J-3 J-5 8.0 -313 2.00 0.002EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,083 3.07 0.003EX-3 166 J-7 JVL 12.0 1,089 3.09 0.003EX-2 831 J-2 J-7 18.0 2,603 3.28 0.002EX-1 39 R-1 J-2 18.0 3,013 3.80 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/z4b2qmxk.xml
Scenario: P4 Max MU FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.29 66J-2 5,475.00 0 5,625.89 65J-3 5,367.00 0 5,587.78 96J-5 5,370.00 0 5,593.33 97J-7 5,470.00 0 5,624.15 67J-9 5,430.00 0 5,611.82 79J-11 5,393.70 0 5,594.02 87J-18 5,370.00 0 5,577.51 90J-19 5,380.00 0 5,593.62 92JVL 5,467.02 7 5,623.23 68MHS 5,456.88 19 5,619.70 70MK8 5,459.71 18 5,620.59 70MU 5,377.00 3,602 5,577.14 87OFFICE 5,396.13 72 5,584.97 82SL 5,432.07 322 5,600.90 73
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/etz3d5y2.xml
Scenario: P4 Max MU FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 919 5.86 0.016P-25 2,942 MU J-11 12.0 -1,554 4.41 0.006P-24 740 J-11 J-19 12.0 436 1.24 0.001P-23 1,963 J-9 J-11 12.0 1,990 5.65 0.009P-13 2,618 J-18 J-3 8.0 -436 2.78 0.004P-12 1,276 OFFICE MU 12.0 1,612 4.57 0.006P-11 2,397 SL OFFICE 12.0 1,683 4.77 0.007P-10 671 MU J-18 12.0 -436 1.24 0.001P-9 2,529 J-7 SL 12.0 2,005 5.69 0.009P-8 528 J-19 J-5 12.0 436 1.24 0.001EX-11 1,761 J-9 MHS 8.0 -468 2.99 0.004EX-10 185 MHS MK8 8.0 -487 3.11 0.005EX-9 718 MK8 IFM 8.0 -505 3.22 0.005EX-8 284 IFM J-2 8.0 -530 3.38 0.006EX-7 1,414 J-3 J-5 8.0 -436 2.78 0.004EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,522 4.32 0.006EX-3 166 J-7 JVL 12.0 1,529 4.34 0.006EX-2 831 J-2 J-7 18.0 2,615 3.30 0.002EX-1 39 R-1 J-2 18.0 3,145 3.97 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/03sfffj5.xml
Scenario: P4 Max Office FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 25 5,624.55 67J-2 5,475.00 0 5,625.89 65J-3 5,367.00 0 5,594.97 99J-5 5,370.00 0 5,599.44 99J-7 5,470.00 0 5,624.23 67J-9 5,430.00 0 5,614.33 80J-11 5,393.70 0 5,600.00 89J-18 5,370.00 0 5,586.70 94J-19 5,380.00 0 5,599.67 95JVL 5,467.02 7 5,623.48 68MHS 5,456.88 19 5,620.76 71MK8 5,459.71 18 5,621.49 70MU 5,377.00 479 5,586.41 91OFFICE 5,396.13 3,072 5,581.21 80SL 5,432.07 322 5,598.87 72
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/0tgqpaoc.xml
Scenario: P4 Max Office FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 899 5.74 0.015P-25 2,942 MU J-11 12.0 -1,383 3.92 0.005P-24 740 J-11 J-19 12.0 388 1.10 0.000P-23 1,963 J-9 J-11 12.0 1,771 5.02 0.007P-13 2,618 J-18 J-3 8.0 -388 2.48 0.003P-12 1,276 OFFICE MU 12.0 -1,292 3.67 0.004P-11 2,397 SL OFFICE 12.0 1,779 5.05 0.007P-10 671 MU J-18 12.0 -388 1.10 0.000P-9 2,529 J-7 SL 12.0 2,101 5.96 0.010P-8 528 J-19 J-5 12.0 388 1.10 0.000EX-11 1,761 J-9 MHS 8.0 -419 2.68 0.004EX-10 185 MHS MK8 8.0 -438 2.80 0.004EX-9 718 MK8 IFM 8.0 -456 2.91 0.004EX-8 284 IFM J-2 8.0 -481 3.07 0.005EX-7 1,414 J-3 J-5 8.0 -388 2.48 0.003EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,352 3.83 0.004EX-3 166 J-7 JVL 12.0 1,358 3.85 0.004EX-2 831 J-2 J-7 18.0 2,561 3.23 0.002EX-1 39 R-1 J-2 18.0 3,042 3.83 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/uid4iawb.xml
Scenario: P4 Peak Hour MU FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 27 5,624.26 66J-2 5,475.00 0 5,625.89 65J-3 5,367.00 0 5,587.57 95J-5 5,370.00 0 5,593.15 97J-7 5,470.00 0 5,624.19 67J-9 5,430.00 0 5,611.76 79J-11 5,393.70 0 5,593.85 87J-18 5,370.00 0 5,577.23 90J-19 5,380.00 0 5,593.44 92JVL 5,467.02 7 5,623.26 68MHS 5,456.88 20 5,619.64 70MK8 5,459.71 19 5,620.53 70MU 5,377.00 3,684 5,576.86 86OFFICE 5,396.13 37 5,585.38 82SL 5,432.07 230 5,602.04 74
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/xp0wlgnh.xml
Scenario: P4 Peak Hour MU FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 907 5.79 0.015P-25 2,942 MU J-11 12.0 -1,560 4.42 0.006P-24 740 J-11 J-19 12.0 437 1.24 0.001P-23 1,963 J-9 J-11 12.0 1,997 5.67 0.009P-13 2,618 J-18 J-3 8.0 -437 2.79 0.004P-12 1,276 OFFICE MU 12.0 1,687 4.79 0.007P-11 2,397 SL OFFICE 12.0 1,724 4.89 0.007P-10 671 MU J-18 12.0 -437 1.24 0.001P-9 2,529 J-7 SL 12.0 1,954 5.54 0.009P-8 528 J-19 J-5 12.0 437 1.24 0.001EX-11 1,761 J-9 MHS 8.0 -468 2.99 0.004EX-10 185 MHS MK8 8.0 -488 3.11 0.005EX-9 718 MK8 IFM 8.0 -507 3.24 0.005EX-8 284 IFM J-2 8.0 -534 3.41 0.006EX-7 1,414 J-3 J-5 8.0 -437 2.79 0.004EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,529 4.34 0.006EX-3 166 J-7 JVL 12.0 1,536 4.36 0.006EX-2 831 J-2 J-7 18.0 2,583 3.26 0.002EX-1 39 R-1 J-2 18.0 3,117 3.93 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/5c34jz5j.xml
Scenario: P4 Peak Hour SL FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 27 5,624.75 67J-2 5,475.00 0 5,625.88 65J-3 5,367.00 0 5,601.70 102J-5 5,370.00 0 5,605.10 102J-7 5,470.00 0 5,623.89 67J-9 5,430.00 0 5,616.46 81J-11 5,393.70 0 5,605.53 92J-18 5,370.00 0 5,595.38 98J-19 5,380.00 0 5,605.28 97JVL 5,467.02 7 5,623.33 68MHS 5,456.88 20 5,621.62 71MK8 5,459.71 19 5,622.22 70MU 5,377.00 473 5,595.16 94OFFICE 5,396.13 37 5,591.58 85SL 5,432.07 3,657 5,585.27 66
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/wx1wkhj2.xml
Scenario: P4 Peak Hour SL FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 986 6.30 0.018P-25 2,942 MU J-11 12.0 -1,195 3.39 0.004P-24 740 J-11 J-19 12.0 335 0.95 0.000P-23 1,963 J-9 J-11 12.0 1,530 4.34 0.006P-13 2,618 J-18 J-3 8.0 -335 2.14 0.002P-12 1,276 OFFICE MU 12.0 -1,057 3.00 0.003P-11 2,397 SL OFFICE 12.0 -1,020 2.89 0.003P-10 671 MU J-18 12.0 -335 0.95 0.000P-9 2,529 J-7 SL 12.0 2,637 7.48 0.015P-8 528 J-19 J-5 12.0 335 0.95 0.000EX-11 1,761 J-9 MHS 8.0 -372 2.38 0.003EX-10 185 MHS MK8 8.0 -392 2.50 0.003EX-9 718 MK8 IFM 8.0 -412 2.63 0.004EX-8 284 IFM J-2 8.0 -438 2.80 0.004EX-7 1,414 J-3 J-5 8.0 -335 2.14 0.002EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,158 3.28 0.003EX-3 166 J-7 JVL 12.0 1,165 3.30 0.003EX-2 831 J-2 J-7 18.0 2,815 3.55 0.002EX-1 39 R-1 J-2 18.0 3,254 4.10 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/lcwzmb5a.xml
Scenario: P4 Peak Hour Office FireCurrent Time Step: 0.000HrFlexTable: Junction Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelElevation
(ft)Demand (gpm)
Hydraulic Grade (ft)
Pressure (psi)
IFM 5,470.66 27 5,624.34 66J-2 5,475.00 0 5,625.88 65J-3 5,367.00 0 5,590.14 97J-5 5,370.00 0 5,595.31 97J-7 5,470.00 0 5,623.99 67J-9 5,430.00 0 5,612.54 79J-11 5,393.70 0 5,595.96 88J-18 5,370.00 0 5,580.57 91J-19 5,380.00 0 5,595.58 93JVL 5,467.02 7 5,623.13 68MHS 5,456.88 20 5,619.96 71MK8 5,459.71 19 5,620.81 70MU 5,377.00 473 5,580.23 88OFFICE 5,396.13 3,441 5,573.85 77SL 5,432.07 230 5,595.74 71
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/u0hwqjkl.xml
Scenario: P4 Peak Hour Office FireCurrent Time Step: 0.000HrFlexTable: Pipe Table
P:\190108\Documents\Utilities\Water\WaterCAD\Filing 1 (medtronic)\2019-11-27 2nd GDP Submittal\Nawatny - Filing 1.wtg
LabelLength
(Scaled) (ft)Start Node Stop Node
Diameter (in)
Flow (gpm)
Velocity (ft/s)
Headloss Gradient
(ft/ft)
EX-12 118 R-3 J-7 8.0 961 6.13 0.017P-25 2,942 MU J-11 12.0 -1,496 4.24 0.005P-24 740 J-11 J-19 12.0 420 1.19 0.001P-23 1,963 J-9 J-11 12.0 1,916 5.43 0.008P-13 2,618 J-18 J-3 8.0 -420 2.68 0.004P-12 1,276 OFFICE MU 12.0 -1,443 4.09 0.005P-11 2,397 SL OFFICE 12.0 1,998 5.67 0.009P-10 671 MU J-18 12.0 -420 1.19 0.001P-9 2,529 J-7 SL 12.0 2,227 6.32 0.011P-8 528 J-19 J-5 12.0 420 1.19 0.001EX-11 1,761 J-9 MHS 8.0 -453 2.89 0.004EX-10 185 MHS MK8 8.0 -473 3.02 0.005EX-9 718 MK8 IFM 8.0 -492 3.14 0.005EX-8 284 IFM J-2 8.0 -519 3.31 0.005EX-7 1,414 J-3 J-5 8.0 -420 2.68 0.004EX-6 252 PRV-5 R-2 8.0 0 0.00 0.000EX-5 481 J-5 PRV-5 8.0 0 0.00 0.000EX-4 2,066 JVL J-9 12.0 1,463 4.15 0.005EX-3 166 J-7 JVL 12.0 1,470 4.17 0.005EX-2 831 J-2 J-7 18.0 2,737 3.45 0.002EX-1 39 R-1 J-2 18.0 3,256 4.11 0.003
Page 1 of 1
11/25/2019file:///C:/Users/thoffman/AppData/Local/Temp/Bentley/WaterCAD/my51acmi.xml
Nawatny Ridge Final Master Utility Report Page 21
APPENDIX F – Master Utility Plan, Sanitary Sewer Plan and Profile Sheets, and Conceptual Utility Layouts
SITE
EXISTING WATER MAINMUNICIPALITY BOUNDARY
PROPOSED WATER MAIN
PIPE DIAMETER CHANGE
BOULDER
COUNTY
BOULDERCOUNTY
BROOMFIELD
LOUISVILLE
LOUISVILLE
LOUISVILLE
BOULDERCOUNTY
16"
18"8"
8"
12"
12"
24"
EXISTING WATER MAIN UTILITY MAP
SITE
EX SANITARY SEWER
MUNICIPALITY BOUNDARY
PROPOSED SANITARY MAIN
PIPE DIAMETER CHANGE
EX SANITARY SEWERFORCE MAIN
BOULDERCOUNTY
BOULDERCOUNTY
BROOMFIELD
LOUISVILLE
LOUISVILLE
LOUISVILLE
BOULDERCOUNTY
24"
21"
18"
15"
12"
EXISTING SANITARY MAIN UTILITY MAP
8"
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\CC
D - M
ASTE
R UT
ILITY
& S
URFA
CE IM
PROV
EMEN
TS.D
WG
LAYO
UT: L
AYOU
T1NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 5:
05:12
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
4141 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1MASTER UTILITY & SURFACE IMPROVEMENTS
NORTHWEST
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLINE
- SEE
SHEE
T 42
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\CC
D - M
ASTE
R UT
ILITY
& S
URFA
CE IM
PROV
EMEN
TS.D
WG
LAYO
UT: L
AYOU
T2NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 5:
05:20
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
4242 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1MASTER UTILITY & SURFACE IMPROVEMENTS
NORTH
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLINE
- SEE
SHEE
T 41
MATC
HLINE
- SEE
SHEE
T 43
MATCHLINE - SEE SHEET 44
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\CC
D - M
ASTE
R UT
ILITY
& S
URFA
CE IM
PROV
EMEN
TS.D
WG
LAYO
UT: L
AYOU
T3NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 5:
05:30
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
4343 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1MASTER UTILITY & SURFACE IMPROVEMENTS
NORTHEAST
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLINE
- SEE
SHEE
T 42
MATCHLINE - SEE SHEET 44
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\CC
D - M
ASTE
R UT
ILITY
& S
URFA
CE IM
PROV
EMEN
TS.D
WG
LAYO
UT: L
AYOU
T4NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 5:
05:40
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
4444 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1MASTER UTILITY & SURFACE IMPROVEMENTS
EAST
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATCHLINE - SEE SHEET 42
MATCHLINE - SEE SHEET 45
MATCHLINE - SEE SHEET 43
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\CC
D - M
ASTE
R UT
ILITY
& S
URFA
CE IM
PROV
EMEN
TS.D
WG
LAYO
UT: L
AYOU
T5NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 5:
05:50
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
4545 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1MASTER UTILITY & SURFACE IMPROVEMENTS
SOUTHEAST
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
100 100 200
100'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATCHLINE - SEE SHEET 44
SANITARY LINE A-F1 PROFILE
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
CAMP
US D
R - F
1.DW
G LA
YOUT
: LAY
OUT1
NO X
REFs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
52:54
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
124124 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE A PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
MATC
HLIN
E ST
A 11
+00 -
SEE
SHE
ET 12
5
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE A PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A 11
+00 -
SEE
SHE
ET 12
5
SANITARY LINE A-F1 PROFILE
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
CAMP
US D
R - F
1.DW
G LA
YOUT
: LAY
OUT2
NO X
REFs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
53:06
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
125125 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE A PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
MATC
HLIN
E ST
A 21
+50 -
SEE
SHE
ET 12
6
MATC
HLIN
E ST
A 11
+00 -
SEE
SHE
ET 12
4
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE A PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A 21
+50 -
SEE
SHE
ET 12
6
MATC
HLIN
E ST
A 11
+00 -
SEE
SHE
ET 12
4
SANITARY LINE A-F1 PROFILE
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
CAMP
US D
R - F
1.DW
G LA
YOUT
: LAY
OUT3
NO X
REFs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
53:21
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
126126 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE A PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
MATCHLINE STA 21+50 - SEE SHEET 125
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE A PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A 21
+50 -
SEE
SHE
ET 12
5
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
96TH
ST
- F1.D
WG
LAYO
UT: L
AYOU
T18 X
REFs
: ccd
- f1
- stam
p, e-
base
[U], e
-lega
l, e-u
til, ke
y map
, p-b
ase-
f1, p-
legal-
f1, p-
util[U
]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
54:10
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
127127 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE B PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE B PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A: 11
+50 -
SEE
SHE
ET 12
8MA
TCHL
INE
STA:
11+5
0 - S
EE S
HEET
128
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
96TH
ST
- F1.D
WG
LAYO
UT: L
AYOU
T28 X
REFs
: ccd
- f1
- stam
p, e-
base
[U], e
-lega
l, e-u
til, ke
y map
, p-b
ase-
f1, p-
legal-
f1, p-
util[U
]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
54:41
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
128128 OF 190
11-15-2019
JMNMSMJMN
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE B PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE B PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 12
9
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 12
9
MATC
HLIN
E ST
A: 11
+50 -
SEE
SHE
ET 12
7MA
TCHL
INE
STA:
11+5
0 - S
EE S
HEET
127
SANITARY LINE B-F1 PROFILE
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
96TH
ST
- F1.D
WG
LAYO
UT: L
AYOU
T38 X
REFs
: ccd
- f1
- stam
p, e-
base
[U], e
-lega
l, e-u
til, ke
y map
, p-b
ase-
f1, p-
legal-
f1, p-
util[U
]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
55:08
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
129129 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE B PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE B PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATCHLINE STA: 33+50 - SEE SHEET 130
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 12
8
MATC
HLIN
E ST
A: 33
+50 -
SEE
SHE
ET 13
0
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 12
8
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
96TH
ST
- F1.D
WG
LAYO
UT: L
AYOU
T48 X
REFs
: ccd
- f1
- stam
p, e-
base
[U], e
-lega
l, e-u
til, ke
y map
, p-b
ase-
f1, p-
legal-
f1, p-
util[U
]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
55:31
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
130130 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE B PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE B PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A: 39
+50 -
SEE
SHE
ET 13
1
MATC
HLIN
E ST
A: 33
+50 -
SEE
SHE
ET 12
9
MATCHLINE STA: 33+50 - SEE SHEET 129
MATCHLINE STA: 39+50 - SEE SHEET 131
SANITARY LINE B-F1 PROFILE
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
96TH
ST
- F1.D
WG
LAYO
UT: L
AYOU
T58 X
REFs
: ccd
- f1
- stam
p, e-
base
[U], e
-lega
l, e-u
til, ke
y map
, p-b
ase-
f1, p-
legal-
f1, p-
util[U
]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
55:45
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
131131 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE B PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY SEWER LINE B PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
MATC
HLIN
E ST
A: 39
+50 -
SEE
SHE
ET 13
0
MATC
HLIN
E ST
A: 39
+50 -
SEE
SHE
ET 13
0
SANITARY LINE C-F1 PROFILE
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
STRE
ET B
- F1
.DW
G LA
YOUT
: LAY
OUT1
9 XRE
Fs: c
cd -
f1 - s
tamp,
clien
t logo
[U], e
-bas
e, e-
legal,
e-uti
l, key
map
, p-b
ase-
f1, p-
legal-
f1, p-
util
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
56:44
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
132132 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE C PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
MATC
HLIN
E ST
A 10
+00 -
SEE
SHE
ET 13
3MA
TCHL
INE
STA
10+0
0 - S
EE S
HEET
133
SANITARY SEWER LINE C PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
SANITARY LINE C-F1 PROFILE
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
STRE
ET B
- F1
.DW
G LA
YOUT
: LAY
OUT2
9 XRE
Fs: c
cd -
f1 - s
tamp,
clien
t logo
[U], e
-bas
e, e-
legal,
e-uti
l, key
map
, p-b
ase-
f1, p-
legal-
f1, p-
util
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
57:04
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
133133 OF 190
11-15-2019
MMLMSMJWM
190108
NAWATNY RIDGE FILING #1SANITARY SEWER LINE C PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
TAPE DR
MATC
HLIN
E ST
A 10
+00 -
SEE
SHE
ET 13
2
MATC
HLIN
E ST
A 10
+00 -
SEE
SHE
ET 13
2
SANITARY SEWER LINE C PROFILEHORIZONTAL SCALE:1" = 40'
VERTICAL SCALE: 1" = 5'
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5350
5355
5360
5365
5370
5375
5380
5385
5390
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 1
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
57:56
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
134134 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLIN
E ST
A: 11
+50 -
SEE
SHE
ET 13
5
MATC
HLIN
E ST
A: 11
+50 -
SEE
SHE
ET 13
5
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5350
5355
5360
5365
5370
5375
5380
5385
5390
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 2
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
58:11
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
135135 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 13
6
MATC
HLIN
E ST
A: 11
+50 -
SEE
SHE
ET 13
4
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 13
6
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 11
+50 -
SEE
SHE
ET 13
4
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5340
5345
5350
5355
5360
5365
5370
5375
5380
5340
5345
5350
5355
5360
5365
5370
5375
5380
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 3
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
58:25
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
136136 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 13
5
MATC
HLIN
E ST
A: 33
+50 -
SEE
SHE
ET 13
7
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 33
+50 -
SEE
SHE
ET 13
7
MATC
HLIN
E ST
A: 22
+50 -
SEE
SHE
ET 13
5
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5330
5335
5340
5345
5350
5355
5360
5365
5370
5330
5335
5340
5345
5350
5355
5360
5365
5370
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 4
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
58:40
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
137137 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLIN
E ST
A: 33
+50 -
SEE
SHE
ET 13
6
MATC
HLIN
E ST
A: 44
+50 -
SEE
SHE
ET 13
8
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 44
+50 -
SEE
SHE
ET 13
8
MATC
HLIN
E ST
A: 33
+50 -
SEE
SHE
ET 13
6
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5340
5345
5350
5355
5360
5365
5370
5375
5380
5340
5345
5350
5355
5360
5365
5370
5375
5380
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 5
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
58:55
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
138138 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLIN
E ST
A: 44
+50 -
SEE
SHE
ET 13
7
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 55
+50 -
SEE
SHE
ET 13
9
MATC
HLIN
E ST
A: 44
+50 -
SEE
SHE
ET 13
7
MATC
HLIN
E ST
A: 55
+50 -
SEE
SHE
ET 13
9
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
5340
5345
5350
5355
5360
5365
5370
5375
5380
5385
5390
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 6
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
59:11
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
139139 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
MATC
HLIN
E ST
A: 55
+50 -
SEE
SHE
ET 13
8
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 55
+50 -
SEE
SHE
ET 13
8
MATC
HLIN
E ST
A: 66
+50 -
SEE
SHE
ET 14
0
MATC
HLIN
E ST
A: 66
+50 -
SEE
SHE
ET 14
0
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5310
5315
5320
5325
5330
5335
5340
5345
5350
5355
5360
5365
5370
5375
5380
5310
5315
5320
5325
5330
5335
5340
5345
5350
5355
5360
5365
5370
5375
5380
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 7
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
59:27
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
140140 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 66
+50 -
SEE
SHE
ET 13
9
MATC
HLIN
E ST
A: 77
+50 -
SEE
SHE
ET 14
1
MATC
HLIN
E ST
A: 66
+50 -
SEE
SHE
ET 13
9
MATC
HLIN
E ST
A: 77
+50 -
SEE
SHE
ET 14
1
SANITARY LINE FORCE MAIN-F1 PROFILEHORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5'
5305
5310
5315
5320
5325
5330
5335
5340
5345
5305
5310
5315
5320
5325
5330
5335
5340
5345
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY P
&P -
FORC
E MA
IN 1
- F1.D
WG
LAYO
UT: L
AYOU
T 8
8 XRE
Fs: c
cd -
f1 - s
tamp,
e-ba
se, e
-lega
l, e-u
til, ke
y map
- gd
p san
itary,
p-ba
se-f1
, p-le
gal-f1
, p-u
til[U]
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
59:41
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
141141 OF 190
11-15-2019
MMLMSMMML
190108
NAWATNY RIDGE FILING #1SANITARY LINE F PLAN & PROFILE
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
0
SCALE: 1" =
40 40 80
40'
P
R
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
CAMPUS DR
HWY 36
NORT
HWES
T PA
RKW
AYS
96TH
ST
PARADISE LN
STORAGE TEK DRIVE
STRE
ET A
KEY MAPSCALE: 1"=2000'
STRE
ET B
DILLON RD DILLON RD
N 96
TH S
TCO
UNTY
RD
LINK ST
BELLA VISTA DR
LOCK ST
N 96
TH S
T
MATC
HLIN
E ST
A: 77
+50 -
SEE
SHE
ET 14
0
MATC
HLIN
E ST
A: 77
+50 -
SEE
SHE
ET 14
0
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY D
ETAI
LS.D
WG
LAYO
UT: L
AYOU
T1NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
59:49
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
142142 OF 190
11-15-2019 190108
NAWATNY RIDGE FILING #1SANITARY DETAILS
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
FILE
PATH
: P:\1
9010
8\ENG
INEE
RING
\UTI
LITIE
S\SA
NITA
RY\F
ILING
1\SA
NITA
RY D
ETAI
LS.D
WG
LAYO
UT: L
AYOU
T2NO
XRE
Fs
R
Know what's below.
Call before you dig.
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE,
OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER
UTILITIES.
ISSUE DATE:DATE REVISION COMMENTS
SHEET NO.
DESIGNED BY:CHECKED BY:DRAWN BY:
PROJECT #:
PLOT
TED:
THU
11/14
/19 4:
59:51
P B
Y: M
ATT
LONG
1120 Lincoln Street, Suite 1000
Denver, Colorado 80203
P: 303.623.6300 F: 303.623.6311
HarrisKocherSmith.com
143143 OF 190
11-15-2019 190108
NAWATNY RIDGE FILING #1SANITARY DETAILS
BRUE BAUKOL CAPITAL PARTNERS
NO C
HANG
ES A
RE T
O BE
MAD
E TO
THI
S DR
AWIN
G W
ITHO
UT W
RITT
EN P
ERMI
SSIO
N OF
HAR
RIS
KOCH
ER S
MITH
.
