Agenda, second session — Crescent City City Council, March 7, 2022 (part 3 of 3)

WORK ACTIVITY REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Facility Work Pkg WorkActiv Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Other Cost/Unit Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups
01 Mobilization

01.0 General Conditions

01.30.0000 Administrative Requirements 1.00 LS /LS /LS /LS 3,096.50 /LS 3,096.50 /LS 3,097 5,000.50 /LS 5,001

01.0 General Conditions 1.00 LS /LS /LS /LS 3,096.50 /LS 3,096.50 /LS 3,097 5,000.50 /LS 5,001 01 Mobilization 1.00 LS /LS /LS /LS 3,096.50 /LS 3,096.50 /LS 3,097 5,000.50 /LS 5,001 02 Demolition Work

01.0 General Conditions

01.50.0000 Temporary Facilities and Controls 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

01.0 General Conditions 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

02.0 Existing Conditions

02.00.012 Demolition Work - Electrical & Mechanical 1.00 LS 3,505.18 /LS 872.79 /LS 140.00 /LS /LS 4,517.97 /LS 4,518 7,620.01 /LS 7,620

02.0 Existing Conditions 1.00 LS 3,505.18 /LS 872.79 /LS 140.00 /LS /LS 4,517.97 /LS 4,518 7,620.01 /LS 7,620 02 Demolition Work 1.00 LS 3,505.18 /LS 1,254.74 /LS 140.00 /LS /LS 4,899.92 /LS 4,900 8,265.07 /LS 8,265 03 Influent Gate

01.0 General Conditions

01.50.0000 Temporary Facilities and Controls 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

01.0 General Conditions 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

05.0 Metals

05.10.0020 Fabricated SST Support -Gate Electric Operator 1.00 LS 594.27 /LS 38.92 /LS 854.58 /LS /LS 1,487.77 /LS 1,488 2,449.43 /LS 2,449

05.0 Metals 1.00 LS 594.27 /LS 38.92 /LS 854.58 /LS /LS 1,487.77 /LS 1,488 2,449.43 /LS 2,449

35.0 Waterway and Marine Construction

35.20.0010 Hydraulic Gates 1.00 EA 3,242.98 /EA 673.23 /EA 23,584.00 /EA /EA 27,500.21 /EA 27,500 44,699.60 /EA 44,700

35.0 Waterway and Marine Construction 1.00 LS 3,242.98 /LS 673.23 /LS 23,584.00 /LS /LS 27,500.21 /LS 27,500 44,699.60 /LS 44,700 03 Influent Gate 1.00 LS 3,837.25 /LS 1,094.10 /LS 24,438.58 /LS /LS 29,369.93 /LS 29,370 47,794.09 /LS 47,794 04 Electrical and Controls

26.0 Electrical Work

26.10.0020 Power Conductors 106.00 LF 20.12 /LF 0.08 /LF 10.92 /LF /LF 31.13 /LF 3,300 51.76 /LF 5,487

26.10.0022 Signal/Control Conductors 358.00 LF 17.59 /LF 0.04 /LF 9.29 /LF /LF 26.92 /LF 9,639 44.78 /LF 16,032

26.0 Electrical Work 1.00 LS 8,431.64 /LS 22.43 /LS 4,484.04 /LS /LS 12,938.11 /LS 12,938 21,519.23 /LS 21,519

40.9 Instrumentation & Controls

40.90.0020 Level and Gate Control 1.00 LS 1,624.95 /LS /LS 5,119.48 /LS /LS 6,744.43 /LS 6,744 11,011.76 /LS 11,012

40.90.0024 SCADA Upgrades 1.00 LS 729.84 /LS /LS 1,520.42 /LS /LS 2,250.26 /LS 2,250 3,687.93 /LS 3,688

40.90.0100 System Startup and Testing 1.00 LS 1,255.65 /LS /LS /LS /LS 1,255.65 /LS 1,256 2,120.64 /LS 2,121

40.9 Instrumentation & Controls 1.00 LS 3,610.44 /LS /LS 6,639.90 /LS /LS 10,250.34 /LS 10,250 16,820.33 /LS 16,820 04 Electrical and Controls 1.00 LS 12,042.08 /LS 22.43 /LS 11,123.94 /LS /LS 23,188.45 /LS 23,188 38,339.56 /LS 38,340 Estimate Totals
Description Amount Totals Rate
Labor 19,385
Material 35,703
Construction Equipment 2,371
Other Costs 3,097
Direct Cost Sub-Total 60,556 60,556
General Conditions 6,055 10.000 %
Material Sales & Use Tax 3,298 8.500 %
Sub-Total 9,353 69,909
Location Adjustment Factor (RS Means CCI) 3,459 15.900 % Sub-Total 3,459 73,368
Contractors Overhead 7,337 10.000 %
Contractors Profit 4,035 5.000 %
Bonds, Permits and Insurance 1,695 2.000 %
Sub-Total 13,067 86,435
Contingency 12,965 15.000 %
Sub-Total 12,965 99,400
Construction Cost 99,400
CCWWTP Gate Replacement-100 2/17/2022 5:23 PM

Page 2 ends

FACILITY SUMMARY REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Crescent City Waste Water Treatment Plant
Influent Gate Replacement
Project name Crescent City WWTP Influent Gate Replacement Estimator Kevin Butcher/RDD
Labor rate table 21_LaborUnion (2021)
Equipment rate table 1_EqRates_2021b_100%
Job size 1 LS
Duration 1 Mo
Project WWTP Upgrades
Project Number D3246300
Business Group BIAF
Estimate Class 1-5 1
Design Stage 100%
Project Manager Ted Couch/RDD
Design Manager James Wang/RDD
Rev No. / Date 0/
ENR CCI Index 20 City Avg @ 12684
ENR CCI Index Date February 2022
Report format Sorted by 'Facility/Work Pkg/WorkActiv'
'Facility' summary
Factor table California-Eureka
CCWWTP Gate Replacement-100 2/17/2022 5:24 PM

Page 1 ends

FACILITY SUMMARY REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Facility Work Pkg WorkActiv Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Other Cost/Unit Total Cost/Unit Direct Total Grand Total Price Grand Total with Markups
01 Mobilization 1.00 LS /LS /LS /LS 3,096.50 /LS 3,096.50 /LS 3,097 5,000.50 /LS 5,001 02 Demolition Work 1.00 LS 3,505.18 /LS 1,254.74 /LS 140.00 /LS /LS 4,899.92 /LS 4,900 8,265.07 /LS 8,265 03 Influent Gate 1.00 LS 3,837.25 /LS 1,094.10 /LS 24,438.58 /LS /LS 29,369.93 /LS 29,370 47,794.09 /LS 47,794 04 Electrical and Controls 1.00 LS 12,042.08 /LS 22.43 /LS 11,123.94 /LS /LS 23,188.45 /LS 23,188 38,339.56 /LS 38,340 Estimate Totals
Description Amount Totals Rate
Labor 19,385
Material 35,703
Construction Equipment 2,371
Other Costs 3,097
Direct Cost Sub-Total 60,556 60,556
General Conditions 6,055 10.000 %
Material Sales & Use Tax 3,298 8.500 %
Sub-Total 9,353 69,909
Location Adjustment Factor (RS Means CCI) 3,459 15.900 % Sub-Total 3,459 73,368
Contractors Overhead 7,337 10.000 %
Contractors Profit 4,035 5.000 %
Bonds, Permits and Insurance 1,695 2.000 %
Sub-Total 13,067 86,435
Contingency 12,965 15.000 %
Sub-Total 12,965 99,400
Construction Cost 99,400
CCWWTP Gate Replacement-100 2/17/2022 5:24 PM

Page 2 ends

DETAIL REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Crescent City Waste Water Treatment Plant
Influent Gate Replacement
Project name Crescent City WWTP Influent Gate Replacement Estimator Kevin Butcher/RDD
Labor rate table 21_LaborUnion (2021)
Equipment rate table 1_EqRates_2021b_100%
Job size 1 LS
Duration 1 Mo
Project WWTP Upgrades
Project Number D3246300
Business Group BIAF
Estimate Class 1-5 1
Design Stage 100%
Project Manager Ted Couch/RDD
Design Manager James Wang/RDD
Rev No. / Date 0/
ENR CCI Index 20 City Avg @ 12684
ENR CCI Index Date February 2022
Report format Sorted by 'Facility/Work Pkg/WorkActiv'
'Detail' summary
Factor table California-Eureka
CCWWTP Gate Replacement-100 2/17/2022 5:22 PM

Page 1 ends

DETAIL REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Facility Work Pkg WorkActiv Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Other Cost/Unit Total Cost/Unit Direct Total Grand Total Price Grand Total
with Markups
01 Mobilization

01.0 General Conditions

01.30.0000 Administrative Requirements
Mobilization/Demobilization at approximately 5% of total 1.00 ls - - - 3,096.50 /ls 3,096.50 /ls 3,097 5,000.50 /ls 5,001

01.30.0000 Administrative Requirements 1.00 LS /LS /LS /LS 3,096.50 /LS 3,096.50 /LS 3,097 5,000.50 /LS 5,001

01.0 General Conditions

01.50.0000 Temporary Facilities and Controls
Rent crane self-propelled, 4x4 telescoping boom 5 ton 1.00 day - 381.95 /day - - 381.95 /day 382 645.06 /day 645

01.50.0000 Temporary Facilities and Controls 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

01.0 General Conditions 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

02.0 Existing Conditions

02.00.012 Demolition Work - Electrical & Mechanical
Washdown & clean existing slide gate and influent channel prior to demo work 1.00 ls 462.82 /ls 72.06 /ls - 534.88 /ls 535 903.37 /ls 903 Demo & remove existing hydraulic gate operator, guide, and supports 1.00 ls 302.46 /ls 16.77 /ls - - 319.23 /ls 319 539.14 /ls 539 Disconnect and/or remove hydraulic piping/hose, as required (includes capping) 1.00 ls 151.23 /ls - 50.00 /ls - 201.23 /ls 201 336.16 /ls 336 Demo & remove existing level float 1.00 ls 162.49 /ls - - 162.49 /ls 162 274.44 /ls 274 Preserve existing level sensor 1.00 ls 81.25 /ls - 25.00 /ls - 106.25 /ls 106 177.58 /ls 178 Disconnect and/or remove existing feeders to level sensor, as required 1.00 ls 156.96 /ls - - 156.96 /ls 157 265.09 /ls 265 Demo & remove existing slide gate, 20" dia 1.00 ea 1,014.61 /ea 485.64 /ea - - 1,500.25 /ea 1,500 2,533.75 /ea 2,534 Grout patching allowance for repairs 1.00 ls 262.52 /ls - 65.00 /ls - 327.52 /ls 328 548.34 /ls 548 Load demolished material & cleanup 1.00 ls 742.76 /ls 176.98 /ls - - 919.74 /ls 920 1,553.33 /ls 1,553 Haul demolished material offsite (no tipping fee assumes contractor can salvage material) 1.00 lds 168.08 /lds 121.34 /lds - - 289.42 /lds 289 488.81 /lds 489

02.00.012 Demolition Work - Electrical & Mechanical 1.00 LS 3,505.18 /LS 872.79 /LS 140.00 /LS /LS 4,517.97 /LS 4,518 7,620.01 /LS 7,620

01.0 General Conditions

01.50.0000 Temporary Facilities and Controls
Rent crane self-propelled, 4x4 telescoping boom 5 ton 1.00 day - 381.95 /day - - 381.95 /day 382 645.06 /day 645

01.50.0000 Temporary Facilities and Controls 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

01.0 General Conditions 1.00 LS /LS 381.95 /LS /LS /LS 381.95 /LS 382 645.06 /LS 645

05.0 Metals

05.10.0020 Fabricated SST Support -Gate Electric Operator Channel and angle for support assembly, type 304 stainless steel (purchase) 1.00 ls - - 780.00 /ls - 780.00 /ls 780 1,259.63 /ls 1,260 Field cutting, coping and drilling of sst channel and angle 1.00 ls 245.12 /ls 18.00 /ls - - 263.12 /ls 263 444.37 /ls 444 Concrete impact drilling, for anchors, up to 4" D, 3/8" dia, in concrete or brick walls and floors, incl bit & layout, excl anchor

6.00 ea 9.05 /ea - 0.05 /ea - 9.10 /ea 55 15.37 /ea 92
Welding structural steel in field, single pass, 0.3 Lb/LF, 1/4" thick, continuous fillet, type 6011 4.00 lf 14.95 /lf 2.23 /lf 0.82 /lf - 18.00 /lf 72 30.35 /lf 121 Set adhesive anchors in drilled holes, Hilti RE 500-SD, epoxy coated sst 3/8" x 6-1/2" threaded rod w/nut & washer, and epoxy

6.00 ea 9.22 /ea - 9.00 /ea - 18.22 /ea 109 30.10 /ea 181 Neoprene isolation pad 1.00 ls 16.34 /ls 17.00 /ls - 33.34 /ls 33 55.03 /ls 55 Set support, field adjustments and grinding 1.00 ls 163.41 /ls 12.00 /ls - 175.41 /ls 175 296.24 /ls 296

05.10.0020 Fabricated SST Support -Gate Electric Operator 1.00 LS 594.27 /LS 38.92 /LS 854.58 /LS /LS 1,487.77 /LS 1,488 2,449.43 /LS 2,449

05.0 Metals 1.00 LS 594.27 /LS 38.92 /LS 854.58 /LS /LS 1,487.77 /LS 1,488 2,449.43 /LS 2,449

35.0 Waterway and Marine Construction

35.20.0010 Hydraulic Gates
Purchase SST slide gate w/electric actuator, 20" dia, Whipps Model 923 1.00 ea - - 23,000.00 /ea - 23,000.00 /ea 23,000 37,142.46 /ea 37,142 Gasket and bolt set, for flanges, 150 lb., 20" pipe size 1.00 ea 292.23 /ea - 219.00 /ea - 511.23 /ea 511 847.23 /ea 847 Unload 20" dia slide gate and move into position for installation 1.00 ea 371.38 /ea 88.49 /ea - 459.87 /ea 460 776.66 /ea 777 Install 20" dia slide gate in influent channel 1.00 ea 1,951.92 /ea 567.97 /ea 50.00 /ea - 2,569.89 /ea 2,570 4,336.54 /ea 4,337 Install electric actuator assembly 1.00 ea 324.99 /ea - 15.00 /ea - 339.99 /ea 340 573.10 /ea 573 Field adjustments and misc items 1.00 ea 302.46 /ea 16.77 /ea 300.00 /ea - 619.23 /ea 619 1,023.61 /ea 1,024

35.20.0010 Hydraulic Gates 1.00 EA 3,242.98 /EA 673.23 /EA 23,584.00 /EA /EA 27,500.21 /EA 27,500 44,699.60 /EA 44,700

26.0 Electrical Work

26.10.0020 Power Conductors
Wire connector, screw type, insulated, #18 to #12 sizes 4.00 ea 2.62 /ea - 0.25 /ea - 2.87 /ea 11 4.83 /ea 19 Terminal lugs, solderless, #16 to #10 sizes 4.00 ea 12.56 /ea - 0.35 /ea - 12.91 /ea 52 21.77 /ea 87 Wire, copper, solid, 600 volt, #12, type THWN-THHN, in raceway 5.10 clf 57.08 /clf - 9.60 /clf - 66.67 /clf 340 111.90 /clf 571 Rigid galvanized steel conduit, 3/4" diameter, to 15' H, incl 2 terminations, 2 elbows & 11 beam clamps per 100 LF

70.00 lf 7.85 /lf - 2.92 /lf - 10.77 /lf 754 17.97 /lf 1,258 Rigid galvanized steel plastic coated conduit, 40 mil. thick, 3/4" diameter, to 15' high, incl 2 terminations, 2 elbows & 11 beam clamps per 100 LF

30.00 lf 8.97 /lf - 11.50 /lf - 20.47 /lf 614 33.72 /lf 1,012 Conduit fittings for rigid galvanized steel, sealing locknuts, 3/4" diameter 1.00 ea 19.62 /ea - 1.62 /ea - 21.24 /ea 21 35.76 /ea 36 CCWWTP Gate Replacement-100 2/17/2022 5:22 PM

Page 2 ends

DETAIL REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Facility Work Pkg WorkActiv Description Takeoff Quantity Labor Cost/Unit Equip Cost/Unit Material Cost/Unit Other Cost/Unit Total Cost/Unit Direct Total Grand Total Price Grand Total
with Markups

26.10.0020 Power Conductors
Conduit fittings for rigid galvanized steel, LB, LR or LL fittings & covers, 3/4" diameter 1.00 ea 48.29 /ea - 18.10 /ea - 66.39 /ea 66 110.78 /ea 111 Field adjustments and adder for misc class 1 div 2 specific items 1.00 ls 470.87 /ls - 373.00 /ls - 843.87 /ls 844 1,397.60 /ls 1,398 Service entrance cap, 3/4" diameter 2.00 ea 48.30 /ea - 4.18 /ea - 52.48 /ea 105 88.32 /ea 177 Flexible metallic conduit, sealtite, 3/4" diameter 6.00 lf 6.28 /lf - 1.71 /lf - 7.99 /lf 48 13.37 /lf 80 Flexible metallic conduit, coupling sealtite to rigid, 3/4" diameter 1.00 ea 34.88 /ea - 6.25 /ea - 41.13 /ea 41 68.99 /ea 69 Hole drilling, concrete wall, 8" thick, 3/4" pipe size, to 10' high 2.00 ea 52.32 /ea 4.49 /ea 0.26 /ea - 57.07 /ea 114 96.36 /ea 193 Grout sealing around wall penetrations, 3/4" size 2.00 ea 26.16 /ea - 12.00 /ea - 38.16 /ea 76 63.56 /ea 127 Knockouts, metal boxes & enclosures, with hand punch set, 3/4" pipe size, to 8' high 1.00 ea 19.62 /ea - - - 19.62 /ea 20 33.13 /ea 33 Circuit breakers, bolt-on, quick-make quick-break indicating type, 20 amp, ABB 1.00 ea 78.48 /ea - 114.59 /ea - 193.07 /ea 193 317.61 /ea 318

26.10.0020 Power Conductors 106.00 LF 20.12 /LF 0.08 /LF 10.92 /LF /LF 31.13 /LF 3,300 51.76 /LF 5,487

26.10.0022 Signal/Control Conductors
Wire connector, screw type, insulated, #18 to #12 sizes 25.00 ea 2.62 /ea - 0.25 /ea - 2.87 /ea 72 4.82 /ea 121 Wire connector for MSC, screw type, insulated 1.00 ea 2.99 /ea - 0.47 /ea - 3.46 /ea 3 5.81 /ea 6 Terminal lugs, solderless, #16 to #10 sizes 25.00 ea 12.56 /ea - 0.35 /ea - 12.91 /ea 323 21.77 /ea 544 Terminal lugs for MSC, solderless 1.00 ea 15.70 /ea - 0.60 /ea - 16.30 /ea 16 27.47 /ea 27 Wire, copper, solid, 600 volt, #14, type THWN-THHN, in raceway 19.15 clf 48.29 /clf - 6.90 /clf - 55.19 /clf 1,057 92.71 /clf 1,775 Control cable, copper, THHN wire with PVC jacket, 600 V, 2 wires, #14 5.25 clf 69.76 /clf - 48.00 /clf - 117.76 /clf 618 195.33 /clf 1,025 Install manufacturers supplied cable (MSC) 1.00 clf 89.69 /clf - - 89.69 /clf 90 151.47 /clf 151 Rigid galvanized steel conduit, 3/4" diameter, to 15' H, incl 2 terminations, 2 elbows & 11 beam clamps per 100 LF
210.00 lf 7.85 /lf - 2.92 /lf - 10.77 /lf 2,261 17.97 /lf 3,774 Rigid galvanized steel plastic coated conduit, 40 mil. thick, 3/4" diameter, to 15' high, incl 2 terminations, 2 elbows & 11 beam clamps per 100 LF
130.00 lf 8.97 /lf - 11.50 /lf - 20.47 /lf 2,661 33.72 /lf 4,383 Conduit fittings for rigid galvanized steel, sealing locknuts, 3/4" diameter 3.00 ea 19.62 /ea - 1.62 /ea - 21.24 /ea 64 35.76 /ea 107 Conduit fittings for rigid galvanized steel, LB, LR or LL fittings & covers, 3/4" diameter 4.00 ea 48.30 /ea - 18.10 /ea - 66.40 /ea 266 110.80 /ea 443 Field adjustments and adder for misc class 1 div 2 specific items 1.00 ls 941.74 /ls - 654.60 /ls - 1,596.34 /ls 1,596 2,647.59 /ls 2,648 Flexible metallic conduit, sealtite, 3/4" diameter 18.00 lf 6.28 /lf - 1.71 /lf - 7.99 /lf 144 13.37 /lf 241 Flexible metallic conduit, coupling sealtite to rigid, 3/4" diameter 3.00 ea 34.88 /ea - 6.25 /ea - 41.13 /ea 123 69.00 /ea 207 Hole drilling, concrete wall, 8" thick, 3/4" pipe size, to 10' high 3.00 ea 52.32 /ea 4.49 /ea 0.26 /ea - 57.07 /ea 171 96.36 /ea 289 Grout sealing around wall penetrations, 3/4" size 3.00 ea 26.16 /ea - 12.00 /ea - 38.16 /ea 114 63.56 /ea 191 Knockouts, metal boxes & enclosures, with hand punch set, 3/4" pipe size, to 8' high 3.00 ea 19.62 /ea - - - 19.62 /ea 59 33.14 /ea 99

26.10.0022 Signal/Control Conductors 358.00 LF 17.59 /LF 0.04 /LF 9.29 /LF /LF 26.92 /LF 9,639 44.78 /LF 16,032

26.0 Electrical Work 1.00 LS 8,431.64 /LS 22.43 /LS 4,484.04 /LS /LS 12,938.11 /LS 12,938 21,519.23 /LS 21,519

40.9 Instrumentation & Controls

40.90.0020 Level and Gate Control
Level Controller, Siemens HydroRanger 200 1.00 ea 324.99 /ea - 2,318.98 /ea - 2,643.97 /ea 2,644 4,293.76 /ea 4,294 Level Element, Siemens EchoMax XPS-10 w/30M cable 1.00 ea 324.99 /ea - 887.50 /ea - 1,212.49 /ea 1,212 1,982.10 /ea 1,982 Remote actuator control station 1.00 ea 324.99 /ea - 1,350.00 /ea - 1,674.99 /ea 1,675 2,728.97 /ea 2,729 Allowance for field adjustments, additional mounting hardware and misc items 1.00 ls 649.98 /ls - 563.00 /ls - 1,212.98 /ls 1,213 2,006.93 /ls 2,007

40.90.0020 Level and Gate Control 1.00 LS 1,624.95 /LS /LS 5,119.48 /LS /LS 6,744.43 /LS 6,744 11,011.76 /LS 11,012

40.90.0024 SCADA Upgrades
Control Logix Discrete Input Module, Allen-Bradley 1756-IA16 1.00 ea 39.24 /ea - 464.36 /ea - 503.60 /ea 504 816.14 /ea 816 Control Logix Discrete Output Module, Allen-Bradley 1756-IO16 1.00 ea 39.24 /ea - 809.01 /ea - 848.25 /ea 848 1,372.74 /ea 1,373 Terminal block, type UL 1059, 7-pole, Ideal 1.00 ea 23.54 /ea - 20.05 /ea - 43.59 /ea 44 72.13 /ea 72 Allowance for cabinet, final wiring, labeing, and misc items 1.00 ls 627.82 /ls - 227.00 /ls - 854.82 /ls 855 1,426.92 /ls 1,427

40.90.0024 SCADA Upgrades 1.00 LS 729.84 /LS /LS 1,520.42 /LS /LS 2,250.26 /LS 2,250 3,687.93 /LS 3,688

40.90.0100 System Startup and Testing
Startup and Testing of electric actuated slide gate and level controls 1.00 day 1,255.65 /day - - 1,255.65 /day 1,256 2,120.64 /day 2,121

40.90.0100 System Startup and Testing 1.00 LS 1,255.65 /LS /LS /LS /LS 1,255.65 /LS 1,256 2,120.64 /LS 2,121

Page 3 ends

DETAIL REPORT
Project type: WWTP Upgrades Project Name: Crescent City WWTP Influent Gate Replacement Estimator: Kevin Butcher/RDD Job Size: 1 LS Project Number: D3246300 Rev/Date: 0/
Duration: 1 Mo Design Stage: 100% Estimate Class: 1
Estimate Totals
Description Amount Totals Rate
Labor 19,385
Material 35,703
Construction Equipment 2,371
Other Costs 3,097
Direct Cost Sub-Total 60,556 60,556
General Conditions 6,055 10.000 %
Material Sales & Use Tax 3,298 8.500 %
Sub-Total 9,353 69,909
Location Adjustment Factor (RS Means CCI) 3,459 15.900 % Sub-Total 3,459 73,368
Contractors Overhead 7,337 10.000 %
Contractors Profit 4,035 5.000 %
Bonds, Permits and Insurance 1,695 2.000 %
Sub-Total 13,067 86,435
Contingency 12,965 15.000 %
Sub-Total 12,965 99,400
Construction Cost 99,400
CCWWTP Gate Replacement-100 2/17/2022 5:22 PM

Page 4 ends

COVER SHEET, INDEX TO DRAWINGS,

LOCATION MAP

GENERAL INFLUENT GATE IMPROVEMENT

CRESCENT CITY WASTEWATER TREATMENT

FACILITY

CRESCENT CITY, CA
J WANG

LOCATION MAPNTS

CRESCENT CITY INFLUENT GATE IMPROVEMENT

CRESCENT CITY WASTEWATER TREATMENT FACILITY

CRESCENT CITY, CA
FEBRUARY 2022
100% SUBMITTAL

N B ST BATTERY ST

PROJECTLOCATION
U.S. 199

CRESCENT CITY
U.S. 101

INDEX TO DRAWINGS
SHEETNUMBER 12345678
DRAWINGNUMBERG-1X-1M-1M-2M-3E-1E-2E-3

TITLECOVER SHEET, INDEX TO DRAWINGS, LOCATION MAPDEMOLITION PLANHEADWORKS PLANHEADWORKS SECTIONNOTES AND SPECIFICATIONSHEADWORKS PLANDETAILS AND LOOP DIAGRAMSNOTES AND SPECIFICATIONS 1 of 8
G-1
D3246300
FEBRUARY 2022

PRELIMINARY - NOT FOR CONSTRUCTION J WANG M RIESS J WANG D
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REUSE OF DOCUMENTS
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. AND THE IDEAS AND DESIGNS INCORPORATED HEREIN
, AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF

JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS .
©JACOBS 2021
. ALL RIGHTS RESERVED.

DEMOLITION PLAN DEMOLITION INFLUENT GATE IMPROVEMENT PROJECT

CRESCENT CITY WASTEWATER TREATMENT
PLANT

CRESCENT CITY, CA
J WANG

PRESERVE EXISTING

PIPE FLANGE

DEMOLISH EXISTING GATE,

HYDRAULIC ACTUATOR, AND

FLOAT CONTROL SYSTEM

PRESERVE EXISTING

LEVEL SENSOR
2 -
1 -
DETAIL
NTS 1
DETAIL
NTS 2
PLAN 1/2"=1'-0" 2 of 8 X-1 D3246300 PRELIMINARY - NOT FOR CONSTRUCTION J WANG

FIELD VERIFY

EXISTING FLANGE

PATTERN
EXISTING 20"

DIA OPENING
EXISTING 3'-0" WIDE X
4'-0" DEEP CHANNEL

DEMOLISH EXISTING

LEVEL FLOAT

EXISTING LEVEL SENSOR

PROTECT IN PLACE

CAP END OF EXISTING

UTILITY WATER PIPE

M RIESS

EXISTING INFLUENT

SCREENINGS BYPASS

EXISTING INFLUENT
SCREEN
J WANG
FEBRUARY 2022
1 2 3 4 5 6
I I I
A
B
C
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FILENAME: PLOT DATE: PLOT TIME:

PLAN
1/2"=1'-0"
NOTES:1. EXISTING PIPE AND EQUIPMENT SHOWN LIGHT-LINED AND/OR SCREENED IS EXISTING. NEW PIPING ANDEQUIPMENT IS SHOWN HEAVY-LINED.2. INSTALL NEW 20-IN X 20-IN SLIDE GATE WITH CUSTOM FLANGE EXTENSION TO MATCH EXISTING WALL FLANGE. A M-2 HEADWORKS PLAN MECHANICAL INFLUENT GATE IMPROVEMENT PROJECT

CRESCENT CITY WASTEWATER TREATMENT
PLANT

CRESCENT CITY, CA
J WANG

SLIDE GATE WITH ELECTRICMOTOR OPERATOR
3 of 8
M-1
D3246300 PRELIMINARY - NOT FOR CONSTRUCTION J WANG

LEVEL SENSOR

M RIESS
3'-0"
J WANG
FEBRUARY 2022
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REUSE OF DOCUMENTS
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. AND THE IDEAS AND DESIGNS INCORPORATED HEREIN
,AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF

JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS .
©JACOBS 2021
. ALL RIGHTS RESERVED.

EL -2.10
EL 1.90
EL 20.48

SECTION A
1/2"=1'-0" HEADWORKS SECTION MECHANICAL INFLUENT GATE IMPROVEMENT PROJECT CRESCENT CITY WASTEWATER TREATMENT PLANT

CRESCENT CITY, CA
J WANG
3'-0"
OPERATORSUPPORT, NOTE 1
NOTES:1. GATE MANUFACTURER SHALL PROVIDE APPROPRIATELYSIZED STAINLESS STEEL BRACKET FOR ELECTRIC MOTOROPERATOR SUPPORT.

EL 1.90
4 of 8
M-2
D3246300 PRELIMINARY - NOT FOR CONSTRUCTION J WANG M RIESS

EXISTING INFLUENTSCREEN

EXISTING INFLUENTSCREENING BYPASS

A- A DETAIL -

EPOXY COATED ANCHORBOLTS, SIZE AS REQUIREDBY CALCULATIONS NEOPRENE LINER FORSUPPORT ISOLATION, 1/8"MINIMUM THICKNESS

OPERATOR SUPPORT
J WANG
FEBRUARY 2022
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REUSE OF DOCUMENTS
: THIS DOCUMENT
. AND THE IDEAS AND DESIGNS INCORPORATED HEREIN
,AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF

JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS .
©JACOBS 2021
. ALL RIGHTS RESERVED.

NOTES AND SPECIFICATIONS MECHANICAL INFLUENT GATE IMPROVEMENT PROJECT

CRESCENT CITY WASTEWATER TREATMENT
PLANT

CRESCENT CITY, CA
J WANG
5 of 8
M-3
D3246300 PRELIMINARY - NOT FOR CONSTRUCTION J WANG
SPECIFICATIONS:SUBMIT THE FOLLOWING FOR APPROVAL:A. SHOP DRAWINGS THAT SHOW THE MAKE, MODEL, DIMENSIONS, AND WEIGHT OF THE EQUIPMENTASSEMBLY.B. DETAILED MECHANICAL AND ELECTRICAL DRAWINGS SHOWING THE EQUIPMENT FABRICATIONS ANDINTERFACE WITH OTHER ITEMS. INCLUDE DIMENSIONS, SIZE, AND WEIGHTS OF ASSOCIATED EQUIPMENT.C. GATE OPERATOR AND STEM CALCULATIONS FOR THE GATE AND SERVICE CONDITION.D. ANCHORAGE AND BRACING DRAWINGS AND CUT SHEETS.E. MANUFACTURER ’S CERTIFICATE OF COMPLIANCE
F. SPECIAL SHIPPING, STORAGE AND PROECTION, AND HANDLING INSTRUCTIONS.G. MANUFACTURER ’S INSTALLATION INSTRUCTIONS.

H. ROUTINE MAINTENANCE REQUIREMENTS PRIOR TO PLANT STARTUP.I. OPERATION AND MAINTENANCE DATA.J. MANUFACTURER ’S CERTIFICATE OF PROPER INSTALLATION.

FULL APERTURE SEALING SLIDE GATE:A. CONFORMS TO AWWA C561.B. DESIGN OPERATING HEADS: 1. 4-FEET SEATING HEAD. 2. 8-FEET UNSEATING HEAD.C. INSTALLED GATE LEAKAGE AT SPECIFIED DESIGN HEADS SHALL NOT EXCEED 0.05 GPM PER FOOT OFSEATING OR 0.10 GPM PER FOOT OF UNSEATING, PERMIETER LENGTH.D. MATERIALS: 1. FRAME, GUIDES, SLIDE, YOKE, AND STEM GUIDES SHALL BE ASTM A240/A240M AND ASTM A276, TYPE316L STAINLESS STEEL. 2. STEM AND COUPLINGS: ASTM A276, TYPE 316L STAINLESS STEEL. 3. SEALS: ASTM D1056 EPDM, ASTM D2000 RESILIENT NEOPRENE, OR ASTM D4020 UHMWPE. 4. GUIDE LINER: ASTM D4020 UHMWPE. 5. FASTENERS: ASTM F593, ASTM F594, GR2, TYPE 316 STAINLESS STEEL. 6. LIFT NUT: ASTM B584 BRONZE. 7. THRUST NUT: ASTM A240/A240M OR ASTM A194/A194M TYPE 316 STAINLESS STEEL.E. BACK FLANGE: 1. STAINLESS STEEL, MINIMUM MATERIAL THICKNESS OF 1/4 INCH. 2. MACHINED, WITH TAPPED HOLES OR WITH THREADED STUD BOLTS FOR SLIDE GATE FRAMEATTACHMENT. 3. FURNISH PERMANENT GASKET OF UNIFORM THICKNESS OR MASTIC BETWEEN SLIDE GATE BACKFLANGE AND WALL FLANGE. 4. DESIGN SLIDE GATE BACK FLANGE TO BE COMPATIBLE WITH EXISTING FLANGED WALL FLANGE.F. FRAME: 1. STAINLESS STEEL, MINIMUM MATERIAL THICKNESS OF 1/4 INCH. 2. MADE OF STRUCTURAL MEMBERS OR FORMED PLATE WELDED TO FORM A RIGID ONE-PIECE FRAME. 3. FLANGE BACK DESIGN THAT ALLOWS FOR MOUNTING DIRECTLY ON A WALL THIMBLE OR PIPE FLANGEAS REQUIRED. 4. JOIN VERTICAL GUIDE FRAMES AND INVERT WITH FACTORY WELDED CORNERS. 5. SIZE GUIDED SLOT TO PROVIDE A MINIMUM SLIDE ENGAGEMENT OF 1 INCH ON EACH SIDE.G. SLIDE: CONSISTING OF A SINGLE FLAT PLATE, STAINLESS STEEL WITH MINIMUM THICKNESS OF 1/4 INCH,REINFORCED WITH FORMED PLATES OR STRUCTURAL MEMBERS WELDED TO SLIDE TO LIMIT DEFLECTION.DEFLECTION SHALL NOT EXCEED 1/720TH OF GATE WIDTH AT MAXIMUM DESIGN HEAD.H. GUIDE LINERS: UHMWPE, ATTACHED TO SLIDE OR FRAME BY MEANS OF STUDS, AND OF SUCH LENGTHAS TO RETAIN AND SUPPORT AT LEAST TWO THIRDS OF THE VERTICAL HEIGHT OF THE SLIDE IN THE FULLYOPEN POSITION. ADJUSTABLE BY MEANS OF ADJUSTING BOLTS.I. STEM: 1. DIAMETER AS REQUIRED, 1-INCH MINIMUM. 2. THREADS: ACME TYPE WITH RMS SURFACE ROUGHNESS OF 32 MICRO-INCHES OR LESS ON FLANKS.EXTEND THREADED PORTION OF STEM 2 INCHES ABOVE OPERATOR WHEN GATE IS IN CLOSED POSITION. 3. CONNECTION: DESIGNED TO PREVENT ROTATION OF THRUST NUT OR THRU-BOLT THAT CONNECTSSTEM TO SLIDE. THRUST NUT THREADED AND KEYED OR PINNED TO STEM. 4. SIZE SO SLENDERNESS RATIO OF UNSUPPORTED STEM LENGTH (L) TO RADIUS OF GYRATION (r), BOTHIN INCHES, DOES NOT EXCEED 200. 5. WITHSTAND IN COMPRESSION, WITHOUT DAMAGE, THRUST EQUAL TO AT LEAST 2-1/2 TIMES RATEDOUTPUT OF HOISTING MECHANISM, WITH A 40-POUND EFFORT APPLIED TO HANDWHEEL OR CRANK. 6. ADJUSTABLE STOP COLLAR FOR CLOSED POSITION. 7. CONNECT STEMS TO DISC PLATE WITH A YOKE, BOLTED TO STEM AND WELDED TO DISC.J. STEM COVERS: 1. TRANSPARENT PLASTIC, VENTED PIPE STEM COVER AND CAP. 2. OPEN/CLOSED DESIGNATORS AND WITH 1-INCH GRADUATIONS ON CLEAR MYLAR, PRESSURESENSITIVE, ADHESIVE TAPE, SUITABLE FOR OUTDOOR APPLICATION.K. SEALS: 1. SPECIALLY MOLDED SHAPE SECURED TO FRAME OR SLIDE, DESIGNED TO REMAIN IN PLACE DURINGLIFE OF GATE. 2. SHAPED TO PRODUCE A WIDE SEALING AREA TO FORM A FLUSH INVERT. 3. MAKE TOP SURFACE OF SEAL FLUSH WITH INVERT OF GATE OPENING. 4. MACHINE FULL LENGTH OF BOTTOM EDGE OF SLIDE ACCURATELY TO MAKE CONTACT WITH SEALWHEN SLIDE IS CLOSED.L. EXTRA MATERIALS: 1. FURNISH, TAG, AND BOX FOR SHIPMENT AND STORAGE THE FOLLOWING SPARE PARTS AND SPECIALTOOLS: a. STEM COLLARS FOR GATE STEMS: ONE OF EACH DIFFERENT SIZE. b. BRONZE LIFT NUTS: ONE OF EACH DIFFERENT SIZE. c. INDICATOR LIGHTS: ONE DOZEN. d. ONE SET OF SPECIAL TOOLS REQUIRED TO MAINTAIN OR DISMANTLE.MANUFACTURER AND MODEL:A. WATERMAN, SERIES SS-250.B. WHIPPS, SERIES 923.C. OR APPROVED EQUAL.

ELECTRIC MOTOR OPERATOR:A. IN ACCORDANCE WITH AWWA C540.B. 28-INCH HIGH STEEL PEDESTAL OR DIRECT YOKE-MOUNTED, TOTAL ENCLOSED WEATHERPROOF ELECTRICDRIVE UNIT, AND A TOTALLY ENCLOSED GEAR BOX THAT OPERATES A TWO-PIECE BRONZE STEM NUT, WHICHLIFTS GATE STEM.C. GEARS: HEAT TREATED ALLOY STEEL, SUPPORTED THROUGHOUT BY ANTIFRICTION BALL OR ROLLERBEARINGS AND GREASE LUBRICATED.D. AUTOMATIC DOUBLE-ACTING GEARED LIMIT SWITCHES AND DOUBLE-ACTING TORQUE SWITCHES. 1. GEAR DIRECTLY TO OPERATING GEAR TRAIN AND SHALL BE "IN STEP" AT ALL TIMES, WHETHER IN MOTOROR MANUAL OPERATION. 2. WIRE-GEARED LIMIT SWITCHES INTERNALLY TO STOP MOTOR AT FULLY OPEN AND FULLY CLOSEDPOSITIONS. 3. WIRE-TORQUE SWITCHES INTERNALLY SO THAT, IN THE EVENT OF A MECHANICAL OVERLOAD IN EITHERDIRECTION, MOTOR WILL BE STOPPED.E. EQUIP WITH SIDE-MOUNTED HANDWHEEL FOR MANUAL OPERATION. 1. INCLUDE AUTOMATIC CLUTCH TO POSITIVELY DISENGAGE HANDWHEEL AT ANY TIME DRIVE MOTORCONTROL IS ENERGIZED. 2. DESIGN HANDWHEEL OPERATOR SO FAILURE OF MOTORIZED GEARING WILL NOT PREVENT HANDOPERATION OF GATE.F. DRIVE UNIT: 1. TENV, 460-VOLT, THREE-PHASE ELECTRIC MOTOR WITH INTEGRAL OPEN/STOP/CLOSE WEATHERPROOFPUSHBUTTONS, REVERSING CONTROLLER, 480-VOLT CONTROL POWER TRANSFORMER, SPACE HEATERS IN THELIMIT SWITCHES AND CONTROL COMPARTMENTS, MECHANICAL DIAL TYPE POSITION INDICATOR, ANDTRANSPARENT PLASTIC PIPE STEM COVER AND CAP. 2. FURNISH MOTOR ENCLOSURE WITH DRAINAGE AND BREATHING HOLES. 3. SELF-LOCKING, WITH APPROXIMATELY 12 INCHES PER MINUTE GATE TRAVEL SPEED, AND A RATEDRUNNING TORQUE EQUAL TO 20 PERCENT OF MOTOR STARTING TORQUE AT A RATED RUNNING TIME OF 15MINUTES, WITHOUT EXCEEDING ALLOWABLE NEMA TEMPERATURE RISE FOR INSULATION CLASS USED.G. OPERATION: 1. DRIVE THE GATE TO ITS FULLY OPEN OR CLOSED POSITION WHEN OPEN OR CLOSED PUSHBUTTON ISDEPRESSED MOMENTARILY. MOTOR SHALL STOP IN MID-TRAVEL WHEN STOP BUTTON IS PRESSED.H. CONTROLS: 1. LOCAL OPEN/STOP/CLOSE PUSHBUTTON STATION. 2. END POSITION LIMIT SWITCHES; OPEN AND CLOSED POSITION SWITCHES SHALL BE NORMALLY OPENCONTACTS THAT CLOSE AT THE END POSITION; CONTACTS SHALL BE DRY AND RATED FOR 5 AMPS, 120V AC. 3. CONTINUOUS POSITION OUTPUT; PROVIDE A TRANSMITTER TO GENERATE A 4 MA TO 20 MA DC SIGNAL TOAN EXTERNAL LOOP IN DIRECT PROPORTION TO GATE POSITION; TRANSMITTER SHALL BE FACTORY MOUNTEDIN A NEMA 250, TYPE 7X ENCLOSURE. TRANSMITTER SHALL BE CAPABLE OF DRIVING AN EXTERNAL LOADIMPEDANCE OF 350 OHMS MINIMUM. 4. LOCAL/REMOTE WEATHERPROOF SELECTOR SWITCH AND PROVISIONS FOR REMOTE OPEN/STOP/CLOSEOPERATION; REMOTE COMMANDS WILL BE BY WAY OF A FOUR-WIRE CIRCUIT, AS SHOWN. MOTOR OPERATORSHALL IMPRESS VOLTAGE REQUIRED TO READ THESE CONTACTS AND SHALL GO TO COMMANDED POSITION ORSTOP WHEN IN REMOTE MODE. PROVIDE AUXILIARY CONTACT WHICH CLOSES WHEN LOCAL/REMOTE SWITCH ISIN REMOTE POSITION.MANFACTURERS AND PRODUCTS:A. ROTORK CONTROLS.B. AUMA.C. FLOWSERVE LIMITORQUE.

EXECUTION:A. INSTALLATION: 1. IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 2. GREASE THREADS ABOVE STEM NUT PRIOR TO PLACING GATE IN OPERATION.B. FIELD QUALITY CONTROL: 1. CONDUCT FUNCTIONAL TEST ON GATE AND OPERATOR. 2. PERFORMANCE TEST: a. CONDUCT IN ACCORDANCE WITH AWWA C561. b. PERFORM UNDER ACTUAL OR APPROVED SIMULATED OPERATING CONDITIONS. c. TEST FOR A CONTINUOUS 30-MINUTE PERIOD WITHOUT MALFUNCTION. d. ADJUST, REALIGN, OR MODIFY UNITS AND RETEST IF NECESSARY.C. MANUFACTURER'S SERVICES: 1. MANUFACTURER'S REPRESENTATIVE PRESENT AT SITE OR CLASSROOM DESIGNATED BY OWNER FORMINIMUM PERSON-DAYS LISTED BELOW, TRAVEL TIME EXCLUDED: a. 1/2 PERSON-DAYS FOR INSTALLATION ASSISTANCE AND INSPECTION. b. 1/2 PERSON DAYS FOR FUNCTION AND PERFORMANCE TESTING AND COMPLETION OF MANUFACTURER'SCERTIFICATE OF PROPER INSTALLATION. c. 1/2 PERSON-DAYS FOR FACILITY STARTUP. d. 1/2 PERSON-DAYS FOR POST-STARTUP TRAINING. TRAINING SHALL NOT COMMENCE UNTIL ANACCEPTED DETAILED LESSON PLAN FOR EACH TRAINING ACTIVITY HAS BEEN REVIEWED BY ENGINEER.D. FACILITY OPERATIONS: 1. SCHEDULE AND CONDUCT ACTIVITIES TO ENABLE EXISTING FACILITIES TO OPERATE CONTINUOUSLY,UNLESS OTHERWISE SPECIFIED OR APPROVED IN WRITING BY THE OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SHUTDOWNS WITH THE OWNER. 3. PERFORM WORK CONTINUOUSLY DURING CRITICAL CONNECTIONS AND CHANGEOVERS, AND ASREQUIRED TO PREVENT INTERRUPTION OF OWNER'S OPERATIONS. 4. WHEN NECESSARY, PLAN, DESIGN, AND PROVIDE VARIOUS TEMPORARY SERVICES, UTILITES,CONNECTIONS, TEMPORARY PIPING, ACCESS, AND SIMILAR ITEMS TO MAINTAIN CONTINUOUS OPERATIONS OFTHE OWNER'S FACILITY. 5. DO NOT CLOSE LINES, OPEN OR CLOSE VALVES, OR TAKE OTHER ACTION WHICH WOULD AFFECT THEOPERATION OF EXISTING SYSTEMS, EXCEPT AS SPECIFICALLY REQUIRED BY THE CONTRACT DOCUMENTSAND AFTER AUTHORIZATION BY OWNER AND ENGINEER. SUCH AUTHORIZATION WILL BE CONSIDERED WITHN48 HOURS AFTER RECEIPT OF CONTRACTOR'S WRITTEN REQUEST.E. WORK SEQUENCING/CONTRAINTS 1. THE SEQUENCING DOCUMENTATION HEREIN IS PROVIDED AS GUIDANCE DOCUMENTATION FOR THECONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETAILED DEVELOPMENT OFSEQUENCING PLANNING AND SCHEDULING TO MEET THE CONSTRAINTS OF THE WORK. 2. THE CONTRACTOR IS REQUIRED TO MAKE ALL TIE-INS, CONNECTIONS, AND REPLACEMENTS NECESSARYTO PERFORM THE WORK WITHIN THE SEQUENCING AND CONSTRAINTS LISTED. 3. NOTIFY OWNER OF CONSTRUCTION AND STARTUP SCHEDULE AT LEAST 60 DAYS IN ADVANCE OFBEGINNING WORK. 4. OPERATIONAL CONSTRAINTS: a. INFLUENT SCREENING CHANNEL: FLOW TO THE INFLUENT SCREENS MAY BE SHUT DOWN FOR AMAXIMUM OF 8 HOURS PER DAY. b. INFLUENT SCREENING CHANNEL BYPASS: CONTRACTOR TO PROVIDE MEANS OF TEMPORARYSCREENING FOR BYPASS FLOWS WHEN FLOW TO THE INFLUENT SCREENS IS SHUT DOWN. c. INFLUENT PUMPING: NO SHUTDOWN OF INFLUENT PUMPING OR OF THE INFLUENT SCREENING CHANNELBYPASS IS ALLOWED.F. SHUTDOWN AND OPERATING REQUIREMENTS 1. FOR EACH SHUTDOWN, CONTRACTOR SHALL COMPILE AN INVENTORY OF LABOR AND MATERIALSREQUIRED TO PERFORM TASKS, AN ESTIMATE OF THE TIME REQUIRED, INCLUDING TIME FOR THE OWNER TOTAKE DOWN AND CONTRACTOR TO COMMISSION THE PLANT UNIT PROCESS, AND A WRITTEN DESCRIPTION OFSTEPS REQUIRED TO COMPLETE ALL TASKS. THE INVENTORY, THE ESTIMATE, AND WRITTEN PROCEDURESSHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW 60 CALENDAR DAYS PRIOR TO THEPROPOSED START DATE OF THE SHUTDOWN. CONTRACTOR SHALL ALSO REQUEST, IN WRITING FROM THEOWNER AND ENGINEER, APPROVAL FOR EACH SHUTDOWN A MINIMUM OF 14 CALENDAR DAYS PRIOR TO THEPROPOSED SHUTDOWN DATE. NO SHUTDOWN SHALL BE INITIATED UNTIL THE INVENTORY OF NECESSARYMATERIALS AND LABOR IS VERIFIED BY THE OWNER AND ENGINEER ON SITE AT LEAST 1 CALENDAR DAYSPRIOR TO THE PROPOSED START DATE. PLANS MUST BE APPROVED A MINIMUM OF 10 DAYS PRIOR TO THEPLANNED ACTIVITY. IN THE ABSENCE OF AN APPROVED WORK PLAN, SCHEDULED ACTIVITIES WILL BEPOSTPONED TO PROVIDE A MINIMUM OF 10 DAYS ADVANCE NOTICE OF THE WORK. THE CONTRACTOR WILL BESOLELY RESPONSIBLE FOR ANY DELAYS ASSOCIATED WITH FAILURE TO PROVIDE TIMELY SUBMITTALS FORACTIVITIES THAT IMPACT PLANT OPERATIONS. 2. THE WORK REQUIRED HEREIN, AND ANY OTHER WORK REQUIRED BY THE OWNER, WHICH MAY INTERRUPTTHE NORMAL PLANT OPERATIONS, SHALL BE ACCOMPLISHED AT SUCH TIMES THAT WILL BE CONVENIENT TOTHE OWNER. 3. CONTRACTOR SHALL ALSO HAVE ON HAND AND LOCATED NEAR THE WORK AREA, ALL TOOLS, EQUIPMENT,SPARE PARTS, AND MATERIALS, BOTH TEMPORARY AND PERMANENT, NECESSARY TO COMPLETE EACH WORKCATEGORY WITHOUT INTERRUPTION. ADEQUATE NUMBERS OF PERSONNEL SHALL BE SCHEDULED FOR EACHSHUTDOWN, SO THAT THE WORK CAN BE ACCOMPLISHED WITHIN THE SPECIFIED TIME FRAME. 4. IF CONTRACTOR ’S PROCEDURES CAUSE AN UNSCHEDULED SHUTDOWN OF THE FACILITIES, CONTRACTOR SHALL PERFORM WORK AS NECESSARY TO IMMEDIATELY RE-ESTABLISH SATISFACTORY OPERATION.CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER, IN WRITING, IMMEDIATELY OF ANY UNSCHEDULEDSHUTDOWN. CONTRACTOR SHALL WORK WITH THE OWNER, AS REQUIRED, TO MAINTAIN THE PLANT INCONTINUOUS SATISFACTORY OPERATION. M RIESS J WANG FEBRUARY 2022
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REUSE OF DOCUMENTS
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. AND THE IDEAS AND DESIGNS INCORPORATED HEREIN
,AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF

JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS .
©JACOBS 2021
. ALL RIGHTS RESERVED.
4 B
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TO ELECTRICAL
ROOM. SEE NOTE 6.

ELECTRICAL PLAN HEADWORKS INFLUENT GATE IMPROVEMENT PROJECT

CRESCENT CITY WASTEWATER TREATMENT
PLANT

CRESCENT CITY, CA

S SHORT
CS-2100
LE-2100
MOV-2100
3/4"C-3#12, 1#12G, NOTE 1
3/4"C-2 TSP, NOTE 2
3/4"C-14#14, 1#14G, NOTE 2
1"C-SPARE
A
E-2
3/4"C-MSC
NOTE 8 6
NOTES:1. PROVIDE POWER CONDUCTORS FROM NEW MOTOROPERATED GATE MOV-2100 TO EXISTING BUCKET IN EXISTINGMCC-2001. INSTALL SEAL-OFF FITTING IN ACCORDANCE WITHARTICLE 500 OF NEC. FIELD ROUTE CONDUIT AS REQUIRED.FINAL CONNECTION TO THE ACTUATOR SHALL BE MADE WITHLIQUID TIGHT FLEXIBLE METAL CONDUIT. FOR BIDDINGPURPOSES ASSUME 50 FEET EXPOSED CEILING MOUNTEDCONDUIT FROM WALL PENETRATION TO MCC-2001.2. PROVIDE CONTROL CONDUCTORS FROM NEW MOTOROPERATED GATE MOV-2100 TO EXISTING ACP-2001. INSTALLSEAL-OFF FITTING IN ACCORDANCE WITH ARTICLE 500 OF NEC.FIELD ROUTE CONDUIT AS REQUIRED. FINAL CONNECTION TOTHE ACTUATOR SHALL BE MADE WITH LIQUID TIGHT FLEXIBLEMETAL CONDUIT. FOR BIDDING PURPOSES ASSUME 50 FEETEXPOSED CEILING MOUNTED CONDUIT FROM WALLPENETRATION TO ACP-2001.3. PROVIDE NEW 20 AMP BREAKER IN EXISTING BUCKET OFEXISTING MCC-2001. BREAKER, BUCKET AND ACCESSORIESSHALL BE COMPATIBLE WITH GE EVOLUTION SERIES E9000MCC. SCHEDULE SHUT DOWN OF MCC WITH OWNER NOT LESSTHAN TWO WEEKS PRIOR TO ANTICIPATED INSTALLATIONDATE.4. INSTALL ONE NEW AC INPUT AND OUTPUT MODULE INEXISTING ACP-2001, MODELS ALLEN-BRADLEY 1756-IA16,1756-IO16. WIRE ALL DISCRETE INPUTS AND OUTPUTS TO NEWFIELD TERMINAL BLOCKS, MOUNTED ON THE LEFT SIDE OFTHE PANEL, SIMILAR TO EXISTING. LABEL ALL WIRES AT BOTHENDS. 5. CONNECT THE FOLLOWING SIGNALS FROM THE GATEACTUATOR TO ACP-2001: - GATE POSITION COMMAND: TERMINATE ANALOG SIGNAL ATEXISTING FREE TERMINAL BLOCK ON RIGHT SIDE OF ACP-2001.- GATE POSITION FEEDBACK: TERMINATE ANALOG SIGNAL ATEXISTING FREE TERMINAL BLOCK ON RIGHT SIDE OF ACP-2001.- GATE IN REMOTE: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.- GATE FAULT: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.- GATE OPEN: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.- GATE CLOSED: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.- OPEN GATE: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.- CLOSE GATE: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.- STOP GATE: TERMINATE DISCRETE SIGNAL AT NEWTERMINAL BLOCK.6. CORE DRILL WALL AT ELEVATION OF ELECTRICAL ROOMFLOOR AS REQUIRED FOR CONDUIT. LOCATE AND AVOID ALLEXISTING REBAR REINFORCEMENT. SEAL WITH NON-SHRINKGROUT. CAP SPARE CONDUITS 2" FROM WALL ON BOTH SIDESOF EXISTING ELECTRICAL ROOM WALL.7. PROVIDE NEW LEVEL CONTROLLER IN ELECTRICAL ROOM,MODEL HYDRORANGER 200, OR APPROVED EQUAL. INSTALLON WALL NEAR ACP-2001. PROVIDE POWER CONDUCTORSFROM UPS TO HYDRORANGER 200 AND CONTROLCONDUCTORS FROM ACP-2001 TO HYDRORANGER 200.8. PROVIDE NEW LEVEL ELEMENT IN INFLUENT WET WELL,MODEL ECHOMAX XPS-10, OR APPROVED EQUAL. PROVIDEMANUFACTURER SUPPILED CABLE FROM LEVEL ELEMENT TOHYDRORANGER 200.9. REMOTE MOUNTED VALVE ACTUATOR CONTROL STATION,MODEL ROTORK IQ3 RHS-SP, OR APPROVED EQUAL. 10. CONTRACTOR RESPONSIBLE FOR ALL TERMINATIONS OFCONTROL SIGNALS AT ACP-2001. COORDINATE WITH OTHERSFOR ALL TERMINATION LOCATIONS. ALL PROGRAMMING TO BEDONE BY OTHERS. 3/4"C-4 TSP

ELECTRICAL ROOM
NOTES 3, 4, 5, 7
NOTE 9 S SHORT S PARKER
6 of 8
E-1
D3246300 PRELIMINARY - NOT FOR CONSTRUCTION J WANG
FEBRUARY 2022
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REUSE OF DOCUMENTS
: THIS DOCUMENT
. AND THE IDEAS AND DESIGNS INCORPORATED HEREIN
,AS AN INSTRUMENT OF PROFESSIONAL SERVICE. IS THE PROPERTY OF

JACOBS AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF JACOBS .
©JACOBS 2021
. ALL RIGHTS RESERVED.

SIDE PANEL

ENCLOSURE
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RE UPS

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DC

DETAILS HEADWORKS INFLUENT GATE IMPROVEMENT PROJECT

CRESCENT CITY WASTEWATER TREATMENT
PLANT

CRESCENT CITY, CA

S SHORT
A DETAIL 2605-007b 2605-007b
E-1
2 b
CS-2100
CLASS 1 - DIV 2
MINIMUM 18"

SEAL-OFF FITTING

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BETWEEN BACKPLATE
AND UNISTRUT 1/4" MIN ANODIZED
ALUMINUM PLATE 7 of 8 E-2 D3246300 PRELIMINARY - NOT FOR CONSTRUCTION J WANG FEBRUARY 2022

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SPECIFICATIONS:PART 1 - GENERAL1.01 GENERALSUBMIT THE FOLLOWING FOR APPROVAL FOR ALL EQUIPMENT LISTEDBELOW: A. SHOP DRAWINGS THAT SHOW THE MAKE, MODEL, DIMENSIONS, ANDWEIGHT OF THE EQUIPMENT ASSEMBLY. B. DETAILED ELECTRICAL DRAWINGS SHOWING THE EQUIPMENTFABRICATIONS, INTERFACE WITH OTHER ITEMS, AND CONDUIT ROUTING.INCLUDE DIMENSIONS, SIZE, AND WEIGHTS OF ASSOCIATED EQUIPMENT. C. COORDINATE WITH OWNER AND SUBMIT SCHEDULE FOR ALL WORKWITHIN ACP-2001.1. CIRCUIT BREAKERS.2. TERMINAL BLOCKS.3. CONDUIT AND FITTINGS.4. CONDUCTORS AND CABLES.5. WALL SEALANT.6. LEVEL INSTRUMENT AND ACCESSORIES.7. PLC I/O MODULE AND ACCESSORIES.8. VALVE ACTUATOR AND CONTROL STATION.PART 2 - PRODUCTS2.01 GENERALA. Products shall comply with all applicable provisions of NFPA 70.B. Like Items of Equipment: End products of one manufacturer in order to achievestandardization for appearance, operation, maintenance, spare parts, andmanufacturer’s service.C. Equipment and Devices Installed Outdoors or in Unheated Enclosures: Capable ofcontinuous operation within ambient temperature range of 20 degrees F to 104degrees F.D. Hazardous Areas: Products shall be acceptable to the regulatory authority havingjurisdiction for the class, division, and group of hazardous area indicated.2.02 CIRCUIT BREAKERA. UL 489 listed for use at location of installation.B. Minimum Interrupt Rating: Rated at Existing MCC KAICC. Quick-make, quick-break, indicating type showing ON/OFF and TRIPPEDindicating positions of operating handle.D. Suitable for use with 75 degrees C wire at full NFPA 70, 75 degrees C ampacity.E. Locking: Provisions for padlocking handle.F. Enclosure: MCC.G. Interlock: Enclosure and switch shall interlock to prevent opening cover withbreaker in the ON position.H. Manufacturers: 1. Eaton. 2. ABB. 3. Square D Co.2.03 TERMINAL BLOCKSA. Type: UL 1059. Compression screw clamp, with current bar providing direct contactwith wire and yoke, with individual rail mounted terminals. Marking system shall permituse of preprinted or field-marked tags.B. Yokes and Clamping Screws: Zinc-plated, hardened steel.C. Rating: 600V ac.D. Manufacturers: 1. Weidmuller, Inc. 2. Ideal.2.04 CONDUIT AND FITTINGSA. Rigid Galvanized Steel Conduit (RGS): 1. Meet requirements of NEMA C80.1 and UL 6. 2. Material: Hot-dip galvanized, with chromated protective layer.B. Flexible Metal, Liquid-Tight Conduit: 1. UL 360 listed for 105 degrees C insulated conductors. 2. Material: Galvanized steel, with an extruded PVC jacket.C. Flexible Coupling, Hazardous Locations: 1. Approved for use in the atmosphere involved. 2. Rating: Watertight and UL listed for use in Class I, Division 1 and Division 2 areas. 3. Outer bronze braid and an insulating liner. 4. Conductivity equal to a similar length of rigid metal conduit. 5. Manufacturers and Products: a. Crouse-Hinds; Type ECGJH or ECLK. b. Appleton; EXGJH or EXLK.D. PVC-Coated Rigid Galvanized Steel Conduit, Hazardous Locations:1. Meet requirements of NEMA RN 1.2. Material: a. Meet requirements of NEMA C80.1 and UL 6. b. Exterior Finish : PVC coating, 40 mils nominal thickness, bond to metal shall havetensile strength greater than PVC. c. Interior finish: Urethane coating, 2 mils nominal thickness.3. Threads: Hot-dipped galvanized and factory coated with urethane.4. Bendable without damage to either interior or exterior coating.E. Fittings:1. Provide bushings, grounding bushings, conduit hubs, conduit bodies, couplings,unions, conduit sealing fittings, drain seals, drain/breather fittings, expansion fittings,and cable sealing fittings, as applicable.2. Rigid Galvanized Steel and Intermediate Metal Conduit: a. Meet requirements of UL 514B. b. Type: Threaded, galvanized.3. Flexible Metal, Liquid-Tight Conduit: a. Metal insulated throat connectors with integral nylon or plastic bushing rated for105 degrees C. b. Insulated throat and sealing O rings.4. PVC-Coated Rigid Galvanized Steel Conduit, Hazardous Locations: a. Meet requirements of UL 514B. b. Fittings: Rigid galvanized steel type, PVC-coated by conduit manufacturer. c. Conduit Bodies: Cast metal hot-dipped galvanized or urethane finish. Cover shallbe of same material as conduit body. PVC coated by conduit manufacturer. d. Finish: 40 mil PVC exterior, 2 mil urethane interior. e. Overlapping pressure sealing sleeves. f. Conduit Hangers, Attachments, and Accessories: PVC-coated. g. Manufacturers: 1. Robroy Industries. 2. Ocal. h. Expansion Fitting Manufacturer and Product: Ocal; Ocal Blue XJG.5. Flexible Coupling, Hazardous Locations:a. Approved for use in the atmosphere involved.b. Rating: Watertight and UL listed for use in Class I, Division 1 and Division 2 areas. c. Outer bronze braid and an insulating liner.d. Conductivity equal to a similar length of rigid metal conduit.e. Manufacturers and Products: 1. Crouse-Hinds; Type ECGJH or ECLK. 2. Appleton; EXGJH or EXLK.2.05 CONDUCTORS AND CABLESA. Conductors 600 Volts and Below:1. Conform to applicable requirements of NEMA WC 71, WC 72, and WC 74.2. Conductor Type: a. 120 and 277 Volt Lighting, No. 10 AWG and Smaller: Solid copper. b. 120 Volt Receptacle Circuits, No. 10 AWG and Smaller: Solid copper.c. All Other Circuits: Stranded copper. 3. Insulation: Type THHN/THWN.B. 600 Volt Rated Cable:1. General: a. Type TC, meeting requirements of UL 1277, including Vertical Tray Flame Test at20,000 Btu per hour, and NFPA 70, Article 340, or UL 13 meeting requirements ofNFPA 70, Article 725. b. Permanently and legibly marked with manufacturer’s name, maximum workingvoltage for which cable was tested, type of cable, and UL listing mark. c. Suitable for installation in open air, in cable trays, or conduit. d. Minimum Temperature Rating: 90 degrees C dry locations, 75 degrees C wetlocations. e. Overall Outer Jacket: PVC, flame-retardant, sunlight- and oil-resistant.2. Type TSP, No. 16 AWG, Twisted, Shielded Pair, Instrumentation Cable: Single pair,designed for noise rejection for process control, computer, or data log applicationsmeeting NEMA WC 55 requirements. a. Outer Jacket: 45 mils nominal thickness. b. Individual Pair Shield: 1.35 mils, double-faced aluminum/synthetic polymeroverlapped to provide 100 percent coverage. c. Dimension: 0.31 inch nominal outside diameter. d. Conductors:1 Bare soft annealed copper, Class B, seven-strand concentric, meeting requirementsof ASTM B8.2 20 AWG, seven-strand tinned copper drain wire.3 Insulation: 15 mils nominal PVC.4 Jacket: 4 mils nominal nylon.5 Color Code: Pair conductors black and red. e. Manufacturers: Okonite Co.2.07 WALL SEALANTG. One-part Polyurethane, Immersible:1. Polyurethane base, single-component, moisture curing; ASTM C920, Type S,Grade NS or P, Class 25.2. Capable of being continuously immersed in water.3. Manufacturers and Products for Nonsag:a. Sika Chemical Corp.; Sikaflex 1a.b.Tremco; Vulkem 116.4.Manufacturers and Products for Self-leveling:a.BASF; MasterSeal, SL 1.b.Tremco; Vulkem 45.c.Sika Chemical Corp.; Sikaflex 1c SL.2.07 SUPPORT AND FRAMING CHANNELSA. Stainless Steel Framing Channel: Rolled, ASTM A167, Type 316 stainless steel, 12gauge.B. Manufacturers: 1. B Line Systems, Inc. 2. Unistrut Corp.PART 3 - EXECUTION3.01 GENERALA. Install materials and equipment in accordance with manufacturer’s instructions andrecommendations.B. Work shall comply with all applicable provisions of NECA 1.C. Install materials and equipment in hazardous areas in a manner acceptable toregulatory authority having jurisdiction for the class, division, and group of hazardousareas shown.D. Electrical Drawings show general locations of equipment, devices, and raceway,unless specifically dimensioned.3.02 TERMINAL BLOCKSA.Install for termination of control circuits entering or leaving equipment and localcontrol panels.3.03 SUPPORT AND FRAMING CHANNELSA. Install where required for mounting and supporting electrical equipment andraceway systems.B. Channel Type: 1. Interior, Wet or Dry Noncorrosive Locations: Carbon steel. 2. Interior, Wet or Dry Corrosive Locations: Type 316 stainless steel. 4. Outdoor Locations: Type 316 stainless steel.C. Paint carbon steel channel cut ends prior to installation with zinc-rich primer.3.04 CONDUCTORS AND CABLESA. Conductor storage, handling, and installation shall be in accordance withmanufacturer’s recommendations.B. Do not exceed manufacturer’s recommendations for maximum pulling tensions andminimum bending radii.C. Conduit system shall be complete prior to drawing conductors. Lubricate prior topulling into conduit. Lubrication type shall be as approved by conductor manufacturer.D. Terminate all conductors and cables, unless otherwise shown.E. Do not splice conductors, unless specifically indicated or approved by Engineer. F. Wiring within Equipment and Local Control Panels: Remove surplus wire, dress,bundle, and secure.

G. Power Conductor Color Coding: 1. No. 8 AWG and Smaller: Provide colored conductors. 2. Colors: a. Neutral Wire: White. b. Live Wires, 120/208 Volt, Three-Phase System: Black, red, or blue. c. Live Wires, 277/480 Volt, Three-Phase System: Brown, orange, or yellow. d. Ground Wire: Green.I. Circuit Identification: 1. Circuits Appearing in Circuit Schedules: Identify power, instrumentation, andcontrol conductor circuits, using circuit schedule designations, at each termination andin accessible locations such as panels, motor control centers, pull boxes, and terminalboxes. 2. Circuits Not Appearing in Circuit Schedules: Assign circuit name based on deviceor equipment at load end of circuit. Where this would result in same name beingassigned to more than one circuit, add number or letter to each otherwise identicalcircuit name to make it unique. 3. Method: Identify with sleeves. Taped-on markers or tags relying on adhesives notpermitted.J. Connections and Terminations: 1. Install wire nuts only on solid conductors. 2. Install nylon self-insulated crimp connectors and terminators for instrumentationand control circuit conductors. 3. Tape insulate all uninsulated connections. 4. Install crimp connectors and compression lugs with tools approved by connectormanufacturer.3.05 CONDUIT AND FITTINGSA. General: 1. Crushed or deformed raceways not permitted. 2. Maintain raceway entirely free of obstructions and moisture. 3. Immediately after installation, plug or cap raceway ends with watertight anddust-tight seals until time for pulling in conductors. 4. Sealing Fittings: Provide seal fittings per NEC 501.15 for all conduits entering orleaving a classified area. 5. Avoid moisture traps where possible. When unavoidable in exposed conduit runs,provide junction box and drain fitting at conduit low point. 6. Group raceways installed in same area. 7. Follow structural surface contours when installing exposed raceways. Avoidobstruction of passageways. 8. Run exposed raceways parallel or perpendicular to walls, structural members, orintersections of vertical planes. 9. Block Walls: Do not install raceways in same horizontal course with reinforcingsteel. 10. Install watertight fittings in outdoor, underground, or wet locations. 11. Paint threads and cut ends, before assembly of fittings, galvanized conduit,PVC-coated galvanized conduit, or IMC installed in exposed or damp locations withzinc-rich paint or liquid galvanizing compound. 12. Metal conduit to be reamed, burrs removed, and cleaned before installation ofconductors, wires, or cables. B. Conduit Application: 1. Diameter: a. Minimum: 3/4 inch. 2. Outdoor, Exposed: a. Rigid galvanized steel. 3. Indoor, Exposed: a. Rigid galvanized steel. 4.Indoor, Concealed (Not Embedded in Concrete): a. PVC-coated rigid galvanized steel. 5. Classified Areas: a. PVC-coated rigid galvanized steel.C. Connections: 1. For electrically operated valves, instrumentation, and other equipment whereflexible connection is required to minimize vibration: a. General: Flexible metal, liquid-tight conduit. b. Hazardous Areas: Flexible coupling suitable for Class I, Division 1 and 2 areas. c. Wet or Corrosive Areas: Flexible metal liquid-tight. d. Length: 18 inches minimum, 60 inches maximum, sufficient to allow movement oradjustment of equipment. 2. Outdoor areas, process areas exposed to moisture, and areas required to beoiltight and dust-tight: Flexible metal, liquid-tight conduit. D. Penetrations: 1. Make at right angles, unless otherwise shown. 2. Notching or penetration of structural members, including footings and beams, notpermitted. 3. Concrete Walls, Floors, or Ceilings (Aboveground): Provide nonshrink groutdry-pack. 4. Entering Structures: a. General: Seal raceway at the first box or outlet with oakum or expandable plasticcompound to prevent the entrance of gases or liquids from one area to another.E. Support: 1. Support from structural members only, at intervals not exceeding NFPA 70requirements, and in any case not exceeding 8 feet. Do not support from piping, pipesupports, or other raceways. 2. Application/Type of Conduit Strap: a. Steel Conduit: Zinc-coated steel or pregalvanized steel. b. PVC-Coated Rigid Steel Conduit: PVC-coated metal. c. Nonmetallic Conduit: Nonmetallic or PVC-coated metal. 3. Provide and attach wall brackets or strap hangers as follows: a. Wood: Wood screws. b. Hollow Masonry Units: Toggle bolts. c. Concrete or Brick: Expansion shields, or threaded studs driven in by powdercharge, with lock washers and nuts. d. Steelwork: Machine screws. e. Location/Type of Hardware: 1) Dry, Noncorrosive Areas: Galvanized. 2) Wet, Noncorrosive Areas: Stainless steel.F. Bends: 1. Install concealed raceways with a minimum of bends in the shortest practicaldistance. 2. Make bends and offsets of longest practical radius. 3. Install with symmetrical bends or cast metal fittings. 4. Avoid field-made bends and offsets, but where necessary, make with acceptablehickey or bending machine. Do not heat metal raceways to facilitate bending. 5. Make bends in parallel or banked runs from same center or centerline with sameradius so that bends are parallel. 6. Factory elbows may be installed in parallel or banked raceways if there is changein plane of run and raceways are same size. 7. Flexible Conduit: Do not make bends that exceed allowable conductor bendingradius of cable to be installed or that significantly restricts conduit flexibility.

G. Expansion and Deflection Fittings: Provide on all raceways at structural expansionjoints and in long tangential runs.H. PVC-Coated Rigid Steel Conduit: 1. Install in accordance with manufacturer’s instructions. 2. All tools and equipment used in the cutting, bending, threading, and installation ofPVC-coated rigid steel conduit shall be designed to limit damage to the PVC coating. 3. Provide PVC boot to cover all exposed threading.I.Termination at Enclosures: 1. Cast Metal Enclosure: Provide manufacturer’s premolded insulating sleeve insidemetallic conduit terminating in threaded hubs. 2. Sheet Metal Boxes, Cabinets, and Enclosures: a. Rigid Galvanized Conduit: 1)Provide one lock nut each on inside and outside of enclosure. 2)Install grounding bushing. 3)Provide bonding jumper from grounding bushing to equipment ground bus orground pad; if neither ground bus nor pad exists, connect jumper to lag bolt attachedto metal enclosure. 4)Install insulated bushing on ends of conduit where grounding is not required. 5)Provide insulated throat when conduit terminates in sheet metal boxes havingthreaded hubs. 6)Terminate conduits with threaded conduit hubs at NEMA 4 and 4X boxes andenclosures. b. Flexible Metal Conduit: Provide two-screw type, insulated, malleable ironconnectors. c. PVC-Coated Rigid Galvanized Steel Conduit: Provide PVC coated, liquid-tight,metallic connector. 4. Free-Standing Enclosures: a.Terminate metal conduit entering bottom with grounding bushing; provide agrounding jumper extending to equipment ground bus or grounding pad. b.Terminate PVC conduit entering bottom with bell end fittings. J. Empty Raceways: 1. Provide permanent, removable cap over each end. 2. Provide PVC plug with pull tab for underground raceways with end bells. 3. Provide nylon pull cord. 4. Identify, as specified in Article Identification Devices, with waterproof tags attachedto pull cord at each end, and at intermediate pull point.K. Identification Devices: 1. Raceway Tags: a. Identify origin and destination. b. Install at each terminus, near midpoint, and at minimum intervals of every 50 feetof exposed raceway, whether in ceiling space or surface mounted. c. Provide nylon strap for attachment. 2. Warning Tape: Install approximately 12 inches above underground orconcrete-encased raceways. Align parallel to, and within 12 inches of, centerline ofruns. 8 of 8
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CITY OF CRESCENT CITY RESOLUTION NO. 2022-18 Page 1
RESOLUTION NO. 2022-18

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CRESCENT CITY AMENDING THE FISCAL YEAR 2021-22 BUDGET OF THE CITY OF CRESCENT CITY WHEREAS, the budget for the fiscal year beginning July 1, 2021, as submitted by the City Manager, was reviewed by the City Council and a public hearing was held thereon the 21 st day of June 2021; and
WHEREAS, the City Council adopted said budget and has the authority to amend said budget from time to time; and
WHEREAS, the City is the owner and is responsible for the operation and maintenance of the Wastewater Treatment Facility (WWTF); and
WHEREAS, the City has a contract with Operations Management International, Inc. (also known as Jacobs Engineering) to perform operations, maintenance and management for the City’s wastewater treatment plant; and
WHEREAS, Jacobs Engineering has identified a necessary replacement of the WWTF influent gate due to expended life expectancy; and
WHEREAS, failure to complete this necessary maintenance could cause sanitary sewer system overflow with environmental and financial consequences; and
WHEREAS, fulfillment of these priorities requires an amendment to the budget.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CRESCENT CITY AS FOLLOWS:

1. That the Fiscal Year 2021-22 City of Crescent City Annual Budget is hereby amended and appropriated in the amounts identified below:

Revenue Increase (Decrease) Expenditure Increase (Decrease) Sewer Fund $120,000
Sewer CIP Fund $120,000 $120,000

2. That this capital improvement project will be rolled over to the next fiscal year, if necessary, until complete.

APPROVED and ADOPTED and made effective the same day at a regular meeting of the City Council of the City of Crescent City held on the 7
th day of March 2022 by the following polled vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_______________________________
Jason Greenough, Mayor
ATTEST:
_____________________________
Robin Patch, City Clerk

CITY COUNCIL AGENDA REPORT
TO: MAYOR GREENOUGH AND MEMBERS OF THE CITY COUNCIL
FROM: ERIC WIER, CITY MANAGER
BY: MARTHA D. RICE, CITY ATTORNEY

JON OLSON, DIRECTOR OF PUBLIC WORKS
DATE: MARCH 7, 2022
SUBJECT: PROCEDURES FOR STREET NAME CHANGE REQUESTS
______________________________________________________________________

RECOMMENDATION
• Hear staff report
• Technical questions from the Council
• Receive public comment
• Further Council discussion
• Approve and adopt Resolution No. 2022-19, A RESOLUTION OF THE CITY

COUNCIL OF THE CITY OF CRESCENT CITY APPROVING PROCEDURES

FOR STREET NAME CHANGE REQUESTS

BACKGROUND
At the City Council meeting held February 7, 2022, the Council directed staff on the development of a policy for the processing street name change requests. Staff requested such direction because the City does not currently have any standardized process. The Government Code only requires that the City Council adopt a resolution setting forth the name change and that the City notify the County Board of Supervisors. In practice, the City also notifies the US Postal Service, the City Police Department, the Fire Departments, the Sheriff’s Office / dispatch, and Del Norte Ambulance as well as local utilities.

ITEM ANALYSIS
The proposed policy implements procedures based upon the direction given by the City Council on February 7th. Highlights of the policy include:
• Supermajority (2/3) consent from property owners whose address will change is required

STREET NAME CHANGE PROCEDURES
MARCH 7, 2022
2 • Planning Commission public hearing – all affected property owners will be notified by mail; notice will be published in the newspaper
• No renumbering of house numbers, no name changes mid-block or mid-street where there is not a clear delineation of street segments, such as a bend or physical obstruction
• Planning Commission will either deny the request or recommend it for approval and forward the request to the City Council
• If the Planning Commission denies the request, then the requesting party may appeal that denial to the City Council
• City Council public hearing - all affected property owners will be notified by mail; notice will be published in the newspaper
• The decision to approve or deny a request to change a street name is completely within the discretion of the City Council
The resolution also provides that no fee will be required for submission of a street name change request. This can be changed in the future if a fee is adopted by a subsequent resolution of the City Council.

FISCAL ANALYSIS
The cost incurred for each street name change request will include: (1) staff time in reviewing requests and preparing staff reports; (2) publication costs of public hearings (approximately $100 each); (3) postage for mailing of notices; (4) if approved, new street signs; and (5) staff time updating City records for affected parcels.

STRATEGIC PLAN ASSESSMENT
This action supports the following Strategic Plan goals:

GOAL 1: Support quality services, community safety, and health to enhance the quality of life and experience of our residents and visitors.

GOAL 3: Obtain the highest levels of organization excellence.

B. Maintain responsible fiscal management and accountability.

ATTACHMENTS
• Resolution No. 2022-19
• Procedures for Street Name Change Requests
CITY OF CRESCENT CITY RESOLUTION NO. 2022-19 Page 1
RESOLUTION NO. 2022-19

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CRESCENT CITY

APPROVING PROCEDURES FOR STREET NAME CHANGE REQUESTS
WHEREAS, Government Code Section 34091.1 provides that the City Council may name a street or rename a street by adopting a resolution designating the name for, or changing the name of, a street; and
WHEREAS, Government Code Section 34092 provides that the name of any street is adopted or changed by the City Council, the City Clerk shall forward a copy of the resolution to the County Board of Supervisors; and
WHEREAS, the City currently has no formalized procedure for street name requests and desires to adopt a policy establishing such a procedure.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Crescent City, California that the attached City of Crescent City Procedures for Street Name Change Requests is hereby approved.

BE IT FURTHER RESOLVED that no fee is to be charged for such a request.

PASSED AND ADOPTED and made effective the same day by the City Council of the City of Crescent City at a meeting thereof held on this 7 th day of March 2022, by the
following polled vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_____________________________
Jason Greenough, Mayor
ATTEST:
__________________________
Robin Patch, City Clerk
City of Crescent City
Procedures for Street Name Change Requests
Adopted 3/7/2022 by Resolution No. 2022-19
POLICY: All requests for street name changes within the City of Crescent City will be processed in accordance with these procedures.

I. Contents of Street Name Change Request
The request must include the following information:
a. The name, address, contact phone number, and email address. b. A map depicting the street that is the subject of the name change request.

The request may not include any renumbering of house numbers, or name changes mid-block or mid-street where there is not a clear delineation of street segments, such as a bend or physical obstruction. c. The current street name and the proposed new street name. d. Statement of reason(s) for the street name change request. e. Letters or a petition signed by at least 2/3 of all property owners whose street address will be changed if the request is granted (“affected property owners”).
f. Requests must be submitted to the Crescent City Planning Department, 377 J Street, Crescent City, CA 95531.

II. Planning Commission Public Hearing
a. Once a request (with all required information) is received, a public hearing will be scheduled with the Planning Commission. Notice of the public hearing will be published in a newspaper of general circulation at least 10 days in advance of the public hearing. In addition, notice of the request and public hearing will be mailed to all affected property owners at least 15 days prior to the public hearing.
b. The Planning Commission will conduct a public hearing to consider the request and either deny the request or recommend approval of the request.

The Planning Commission may consider any and all information submitted during the public hearing from staff, the requesting party, affected property owners, and others.
c. If the Planning Commission recommends approval of the request, then the request will be forwarded to the City Council for consideration and a public hearing.
d. If the Planning Commission denies the request, then the applicant may appeal the decision to the City Council by filing such request to appeal the denial with the City Clerk within 15 days of the public hearing.

CITY OF CRESCENT CITY
PROCEDURES FOR STREET NAME CHANGE REQUESTS PG. 2
III. City Council Public Hearing
a. In the event the Planning Commission recommends approval of a request, or an applicant appeals the decision of the planning Commission to deny a request, the City Council will hold a public hearing to consider approving or denying the request.
b. Notice of the public hearing will be published in a newspaper of general circulation at least 10 days in advance of the public hearing. In addition, notice of the request and public hearing will be mailed to all affected property owners at least 15 days prior to the public hearing. c. The City Council may consider any and all information submitted during the public hearing from staff, the requesting party, affected property owners, and others, as well as all information submitted during the public hearing at the Planning Commission.
d. The approval of a street name change must be adopted by resolution to be effective. The City Clerk shall forward said resolution to the County Board of Supervisors for disbursement to the affected County departments. The City Clerk shall also notify the United States Postal Service, the City Police Department, the Del Norte Sheriff’s Office and Dispatch Center, Crescent City Fire & Rescue, Del Norte Ambulance, and local utilities. e. The decision of the City Council to deny or approve the street name change request is entirely within the discretion of the Council. The decision of the City Council will be final.
***END***

Crescent City City CouncilMarch 7, 2022

Crescent City City Council
March 7, 2022