Estimate Summary
AGEE CONSTRUCTION CORPORATION
Job Code: J25-05 PCO
Description: Riggin Ave. Widening from Kelsey to Shirk, City of Visalia From Cost Item: 0.2 To Cost Item: 99.3
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
99 1.00 LS Switch Structural Section, Open Shirk
Early
17.44 0.06 Detail U.S. Dollar 311,620.35 311,620.35
99.1 1.00 LS construct each phase 17.44 0.06 Detail U. S. Dollar 311,620.35 311,620.35
99.1.1 1.00 LS ph1 SE corner 3.50 0.29 Detail U.S. Dollar 53,144.26 53,144.26
99.1.1.1 1.00 LS grind ex. ac to subgrade 0.50 2.00 Detail U.S. Do llar 9,832.03 9,832.03
99.1.1.1.1 0.50 EA grinder mob 0.00 0.00 Plug U.S. Dollar 800.00 400.0 0
99.1.1.1.2 0.50 DA grinder rental 0.00 0.00 Plug U.S. Dollar 5,100.00 2,550.00
99.1.1.1.3 0.50 DA grinder support 0.50 1.00 Detail U.S. Dollar 6,504 .06 3,252.03 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 8.00 1.00 Hour U.S. Dolla r 179.58 718.32 E140 Blade-12 Ft., 140G 4.00 1.00 Each (hourly) U.S. Dol lar 87.75 351.00 OSKIP Tractor-Box Scraper 8.00 1.00 Hour U.S. Dollar 150. 83 603.31 OCOMP8 Cmpctr-08 TN PD, CA-15 8.00 1.00 Hour U.S. Dol lar 160.81 643.26 O-GRC Grade Checker 4.00 1.00 Hour U.S. Doll ar 108.83 435.31 LL01 Laborer-Grp 1 4.00 1.00 Each (hourly) U.S. Dollar 77 .71 310.83 EWATER2 Water Trk-02M Gal (Bare) 4.00 1.00 Each (hourly ) U.S. Dollar 47.50 190.00
99.1.1.1.5 19.00 LD offhaul dirt, 1.1hr RT, 13bcy/LD 0.00 0.00 Deta il U.S. Dollar 191.05 3,630.00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost UHTDS Trk-Semi Demo 22.00 HR U.S. Dollar 165 .00 3,630.00
99.1.1.2 4,814.00 SF rip / compact subgrade, loss of productio n day
0.25 19,256.00 Detail U.S. Dollar 0.28 1,324.36
Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 4.00 1.00 Hour U.S. Dolla r 179.58 359.16 E140 Blade-12 Ft., 140G 2.00 1.00 Each (hourly) U.S. Dol lar 87.75 175.50 OCOMP8 Cmpctr-08 TN PD, CA-15 4.00 1.00 Hour U.S. Dol lar 160.81 321.63 O-GRC Grade Checker 2.00 1.00 Hour U.S. Doll ar 108.83 217.66 LL01 Laborer-Grp 1 2.00 1.00 Each (hourly) U.S. Dollar 77 .71 155.42 EWATER2 Water Trk-02M Gal (Bare) 2.00 1.00 Each (hourly ) U.S. Dollar 47.50 95.00
99.1.1.3 4,814.00 SF finish subgrade, loss of production day 0. 75 6,418.67 Detail U.S. Dollar 1.08 5,211.05 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 12.00 1.00 Hour U.S. Doll ar 179.58 1,077.48 E140 Blade-12 Ft., 140G 6.00 1.00 Each (hourly) U.S. Dol lar 87.75 526.50 O950 Loader-3.5 CY, 950 12.00 1.00 Hour U.S. Doll ar 206.33 1,237.97 OCOMP8 Cmpctr-08 TN PD, CA-15 12.00 1.00 Hour U.S. Do llar 160.81 964.89 O-GRC Grade Checker 6.00 1.00 Hour U.S. Doll ar 108.83 652.97 LL01 Laborer-Grp 1 6.00 1.00 Each (hourly) U.S. Dollar 77 .71 466.25 EWATER2 Water Trk-02M Gal (Bare) 6.00 1.00 Each (hourly ) U.S. Dollar 47.50 285.00 3/25/2026 4:47 PM Copyright © 2023 InEight Inc. All Rights Reserv ed. 1 of 5 271,630.99
CCO #7 = (Item Code #99 + Item Code #101) = ($271,630.99 + $76,936.24) * 20% MU = $418,280.68 Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
99.1.1.4 1.00 LS sawcut so can pour island neat against ac 0.00 0.00 Plug U.S. Dollar 600.00 600.00
99.1.1.5 505.00 TN ab 1.00 505.00 Detail U.S. Dollar 40.36 20,379.86
99.1.1.5.1 505.00 TN buy / haul ab, 15.4" deep 0.00 0.00 Detail U.S. Dollar 25.94 13,101.34
99.1.1.5.1.1 505.00 TN buy ab 0.00 0.00 Detail U.S. Dollar 18.94 9,566.3 4 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost MRB23/4 Agg Base-3/4" Class 2 505.00 TN U.S. Dollar 17.9 0 9,040.76 ABENVIRO AB ENVIRO FEE 30.03 LD U.S. Dollar 17.50 525.58
99.1.1.5.1.2 505.00 TN haul ab 0.00 0.00 Detail U.S. Dollar 7.00 3,535.0 0 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost HAULABTRAN HAUL AB TRANSFER 505.00 TN U.S. Dollar 7.00 3, 535.00
99.1.1.5.2 505.00 TN place / compact ab 0.50 1,010.00 Detail U.S. Do llar 6.39 3,226.60 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 8.00 1.00 Hour U.S. Dolla r 179.58 718.32 E140 Blade-12 Ft., 140G 4.00 1.00 Each (hourly) U.S. Dol lar 87.75 351.00 OROLL12 Roller-12 TN DD, CB-534 8.00 1.00 Hour U.S. Doll ar 227.58 910.31 O-GRC Grade Checker 4.00 1.00 Hour U.S. Doll ar 108.83 435.31 LL01 Laborer-Grp 1 8.00 2.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 4.00 1.00 Each (hourly ) U.S. Dollar 47.50 190.00
99.1.1.5.3 4,814.00 SF finish ab 0.50 9,628.00 Detail U.S. Dollar 0.8 4 4,051.92 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 8.00 1.00 Hour U.S. Dolla r 179.58 718.32 E140 Blade-12 Ft., 140G 4.00 1.00 Each (hourly) U.S. Dol lar 87.75 351.00 O950 Loader-3.5 CY, 950 8.00 1.00 Hour U.S. Dolla r 206.33 825.31 OROLL12 Roller-12 TN DD, CB-534 8.00 1.00 Hour U.S. Doll ar 227.58 910.31 O-GRC Grade Checker 4.00 1.00 Hour U.S. Doll ar 108.83 435.31 LL01 Laborer-Grp 1 8.00 2.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 4.00 1.00 Each (hourly ) U.S. Dollar 47.50 190.00
99.1.1.6 1.00 LS pave day due to loss of production 1.00 1.00 Det ail U.S. Dollar 14,796.96 14,796.96
99.1.1.6.2 163.00 TN pave with transfers 1.00 163.00 Detail U.S. Dol lar 90.78 14,796.96 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 OAP10 Asph Paver-10' Wide 32.00 1.00 Hour U.S. Dol lar 510.68 4,085.43 OSKIP Tractor-Box Scraper 16.00 1.00 Hour U.S. Dollar 150 .83 1,206.62 OROLL12 Roller-12 TN DD, CB-534 16.00 1.00 Hour U.S. Dol lar 227.58 1,820.62 OROLLP12 Roller-12 TN PT 16.00 1.00 Hour U.S. Dollar 153.83 1,230.62 OROLL8 Roller-08 TN DD, CB-434 16.00 1.00 Hour U.S. Do llar 190.83 1,526.62 O-ACR Asphalt Raker 16.00 2.00 Hour U.S. Dol lar 78.28 1,252.47 O-ACS Asphalt Shoveler 16.00 2.00 Hour U.S. Dol lar 77.27 1,236.27 LL01 Laborer-Grp 1 8.00 1.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00 3/25/2026 4:47 PM Copyright © 2023 InEight Inc. All Rights Reserv ed. 2 of 5
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
99.1.1.7 1.00 EA concrete sub mobilization 0.00 0.00 Plug U.S. Dol lar 1,000.00 1,000.00
99.1.1.8 1.00 LS paving mobilization 0.00 0.00 Detail U.S. Dollar 0 .00 0.00
99.1.2 1.00 LS ph2 north side of shirk 13.94 0.0 7 Detail U.S. Dollar 258,476.09 258,476.09
99.1.2.1 1.00 LS mobilization 3.44 0.29 Detail U.S. Dollar 5,500.00 5,500.00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost RHH55 Lowbed-55 TN (OP) 27.50 1.00 Each (hourly ) U.S. Dollar 200.00 5,500.00 Notes: figure Pcs at 2.75hrs RT x 7
roller x 3
paver x 2
===========
5x 2.75hr/ea x 2 = 27.5
99.1.2.2 1.00 LS grind ex. ac to subgrade and entire side to subgrade,1.42 x area
3.00 0.33 Detail U.S. Dollar 69,577.19 69,577.19
99.1.2.2.1 2.00 EA grinder mob, 2 grinders onsite 0.00 0.00 Plug U.S . Dollar 800.00 1,600.00
99.1.2.2.2 3.00 DA grinder rental 0.00 0.00 Plug U.S. Dollar 5,100.00 15,300.00
99.1.2.2.3 3.00 DA grinder support 3.00 1.00 Detail U.S. Dollar 6,504 .06 19,512.19 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 48.00 1.00 Hour U.S. Doll ar 179.58 4,309.92 E140 Blade-12 Ft., 140G 24.00 1.00 Each (hourly) U.S. Do llar 87.75 2,106.00 OSKIP Tractor-Box Scraper 48.00 1.00 Hour U.S. Dollar 150 .83 3,619.87 OCOMP8 Cmpctr-08 TN PD, CA-15 48.00 1.00 Hour U.S. Do llar 160.81 3,859.55 O-GRC Grade Checker 24.00 1.00 Hour U.S. Dol lar 108.83 2,611.87 LL01 Laborer-Grp 1 24.00 1.00 Each (hourly) U.S. Dollar 7 7.71 1,864.98 EWATER2 Water Trk-02M Gal (Bare) 24.00 1.00 Each (hourl y) U.S. Dollar 47.50 1,140.00
99.1.2.2.4 4.00 LD offhaul grindings, 1.1hr RT, 11bcy/LD 0.00 0.00 Detail U.S. Dollar 247.50 990.00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost UHTDS Trk-Semi Demo 6.00 HR U.S. Dollar 165. 00 990.00
99.1.2.2.5 176.00 LD offhaul dirt, 1.1hr RT, 13bcy/LD, 1.42 x area
0.00 0.00 Detail U.S. Dollar 182.81 32,175.00
Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost UHTDS Trk-Semi Demo 195.00 HR U.S. Dollar 16 5.00 32,175.00
99.1.2.3 43,314.00 SF rip / compact subgrade 1.00 43,314.00 Detai l U.S. Dollar 0.12 5,297.44 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 E140 Blade-12 Ft., 140G 8.00 1.00 Each (hourly) U.S. Dol lar 87.75 702.00 OCOMP8 Cmpctr-08 TN PD, CA-15 16.00 1.00 Hour U.S. Do llar 160.81 1,286.52 O-GRC Grade Checker 8.00 1.00 Hour U.S. Doll ar 108.83 870.62 LL01 Laborer-Grp 1 8.00 1.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00 3/25/2026 4:47 PM Copyright © 2023 InEight Inc. All Rights Reserv ed. 3 of 5 46,384.79
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
99.1.2.4 43,314.00 SF finish subgrade 1.00 43,314.00 Detail U.S. D ollar 0.18 7,824.06 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 E140 Blade-12 Ft., 140G 8.00 1.00 Each (hourly) U.S. Dol lar 87.75 702.00 O623 Scraper-22 CY 623 (442) 16.00 1.00 Hour U.S. Doll ar 315.83 2,526.62 OCOMP8 Cmpctr-08 TN PD, CA-15 16.00 1.00 Hour U.S. Do llar 160.81 1,286.52 O-GRC Grade Checker 8.00 1.00 Hour U.S. Doll ar 108.83 870.62 LL01 Laborer-Grp 1 8.00 1.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00
99.1.2.5 1.50 DA misc. slow piece meal grading for
concrete at intersection
1.50 1.00 Detail U.S. Dollar 5,109.55 7,664.32
Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 24.00 1.00 Hour U.S. Doll ar 179.58 2,154.96 ESKIP Tractor, Front End Loader 12.00 1.00 Each (hourly ) U.S. Dollar 42.00 504.00 O950 Loader-3.5 CY, 950 12.00 0.50 Hour U.S. Doll ar 206.33 1,237.97 OROLL3 Roller-03 TN DD, CB-224 12.00 0.50 Hour U.S. Do llar 159.83 958.97 O-GRC Grade Checker 12.00 1.00 Hour U.S. Dol lar 108.83 1,305.93 LL01 Laborer-Grp 1 12.00 1.00 Each (hourly) U.S. Dollar 7 7.71 932.49 EWATER2 Water Trk-02M Gal (Bare) 12.00 1.00 Each (hourl y) U.S. Dollar 47.50 570.00
99.1.2.6 1.00 LS sawcut so can pour island neat against ac 0.00 0.00 Plug U.S. Dollar 600.00 600.00
99.1.2.7 4,833.00 TN ab 4.00 1,208.25 Detail U.S. Dollar 33.32 161,0 13.08
99.1.2.7.1 4,833.00 TN buy / haul ab, 17" deep 0.00 0.00 Detail U.S. Dollar 27.63 133,549.63
99.1.2.7.1.1 4,833.00 TN buy ab 0.00 0.00 Detail U.S. Dollar 18.63 90,05 2.63 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost MRB23/4 Agg Base-3/4" Class 2 4,833.00 TN U.S. Dollar 17 .90 86,522.78 ABENVIRO AB ENVIRO FEE 201.71 LD U.S. Dollar 17.50 3,529. 85
99.1.2.7.1.2 4,833.00 TN haul ab 0.00 0.00 Detail U.S. Dollar 9.00 43,49 7.00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost HAULABBOTT HAUL AB BOTTOMS 4,833.00 TN U.S. Dollar 9.00 4 3,497.00
99.1.2.7.2 4,833.00 TN place / compact ab 3.00 1,611.00 Detail U.S. Dollar 4.01 19,359.62 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 48.00 1.00 Hour U.S. Doll ar 179.58 4,309.92 E140 Blade-12 Ft., 140G 24.00 1.00 Each (hourly) U.S. Do llar 87.75 2,106.00 OROLL12 Roller-12 TN DD, CB-534 48.00 1.00 Hour U.S. Dol lar 227.58 5,461.87 O-GRC Grade Checker 24.00 1.00 Hour U.S. Dol lar 108.83 2,611.87 LL01 Laborer-Grp 1 48.00 2.00 Each (hourly) U.S. Dollar 7 7.71 3,729.97 EWATER2 Water Trk-02M Gal (Bare) 24.00 1.00 Each (hourl y) U.S. Dollar 47.50 1,140.00
99.1.2.7.3 43,314.00 SF finish ab 1.00 43,314.00 Detail U.S. Dollar 0 .19 8,103.83 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 E140 Blade-12 Ft., 140G 8.00 1.00 Each (hourly) U.S. Dol lar 87.75 702.00 3/25/2026 4:47 PM Copyright © 2023 InEight Inc. All Rights Reserv ed. 4 of 5
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
O950 Loader-3.5 CY, 950 16.00 1.00 Hour U.S. Doll ar 206.33 1,650.62 OROLL12 Roller-12 TN DD, CB-534 16.00 1.00 Hour U.S. Dol lar 227.58 1,820.62 O-GRC Grade Checker 8.00 1.00 Hour U.S. Doll ar 108.83 870.62 LL01 Laborer-Grp 1 16.00 2.00 Each (hourly) U.S. Dollar 7 7.71 1,243.32 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00
99.1.2.9 1.00 EA concrete sub mobilization 0.00 0.00 Plug U.S. Dol lar 1,000.00 1,000.00
0.2 1.00 LS Prime Bond 0.00 0.00 Detail U.S. Dollar 0.00
0.3 1.00 LS Price % Add-On 0.00 0.00 Detail U.S. Dollar 0.0 0
0.4 1.00 LS Job Financing 0.00 0.00 Plug U.S. Dollar 0.00
0.5 1.00 LS Indirect Cost Escalation 0.00 0.00 Detail U.S. Dollar 0.00
0.6 1.00 LS Direct Cost Escalation 0.00 0.00 Detail U.S. D ollar 6,501.46
0.7 1.00 LS Indirect Cost Add-On 0.00 0.00 Detail U.S. Dol lar 0.00
0.8 1.00 LS Job Management & Equipment 0.00 0.00 Detail U. S. Dollar 0.00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost M&E Meals and Entertainment 1.00 LS U.S. Dollar 0.00 0.00
0.9 1.00 LS General Expense 0.00 0.00 Detail U.S. Dollar 0. 00
0.10 1.00 LS Direct Cost Add-On 0.00 0.00 Detail U.S. Doll ar 0.00 Report Total: 17.44 318,121.81
Category Total
Labor 68,819.06
Owned Equipment 37,306.78
Rented Equipment 25,350.00
Materials 136,829.42
Subcontract 2,000.00
Fees 7,486.55
Trucking 40,330.00
3/25/2026 4:47 PM Copyright © 2023 InEight Inc. All Rights Reserv ed. 5 of 5
Estimate Summary
AGEE CONSTRUCTION CORPORATION
Job Code: J25-05 PCO
Description: Riggin Ave. Widening from Kelsey to Shirk, City of Visalia From Cost Item: 0.2 To Cost Item: 101.1.4.3
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
101 1.00 LS AB Section in Lieu of FDR 5.00 0.20 Detail U.S . Dollar 76,936.24 76,936.24 101.1 1.00 LS AB Add in Lieu of FDR 5.00 0.20 Detail U .S. Dollar 76,936.24 76,936.24 101.1.1 345.00 CY remove ex. dirt to subgrade 1 .00 345.00 Detail U.S. Dollar 59.07 20,379.06 101.1.1.1
1.00 EA 4' grinder mob 0.00 0.00 Plug U.S. Dollar 800.00 80 0.00 101.1.1.2
1.00 DA 4' grinder rental 0.00 0.00 Plug U.S. Dollar 4,000 .00 4,000.00 101.1.1.3
1.00 DA grinder support 1.00 1.00 Detail U.S. Dollar 6,504 .06 6,504.06 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 E140 Blade-12 Ft., 140G 8.00 1.00 Each (hourly) U.S. Dol lar 87.75 702.00 OSKIP Tractor-Box Scraper 16.00 1.00 Hour U.S. Dollar 150 .83 1,206.62 OCOMP8 Cmpctr-08 TN PD, CA-15 16.00 1.00 Hour U.S. Do llar 160.81 1,286.52 O-GRC Grade Checker 8.00 1.00 Hour U.S. Doll ar 108.83 870.62 LL01 Laborer-Grp 1 8.00 1.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00 101.1.1.4
50.00 LD offhaul dirt, 1.1hr RT, 13bcy/LD 0.00 0.00 Deta il U.S. Dollar 181.50 9,075.00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost UHTDS Trk-Semi Demo 55.00 HR U.S. Dollar 165 .00 9,075.00 101.1.2 13,886.00 SF rip / compact subgrade, l oss of production day
0.50 27,772.00 Detail U.S. Dollar 0.19 2,648.72
Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 8.00 1.00 Hour U.S. Dolla r 179.58 718.32 E140 Blade-12 Ft., 140G 4.00 1.00 Each (hourly) U.S. Dol lar 87.75 351.00 OCOMP8 Cmpctr-08 TN PD, CA-15 8.00 1.00 Hour U.S. Dol lar 160.81 643.26 O-GRC Grade Checker 4.00 1.00 Hour U.S. Doll ar 108.83 435.31 LL01 Laborer-Grp 1 4.00 1.00 Each (hourly) U.S. Dollar 77 .71 310.83 EWATER2 Water Trk-02M Gal (Bare) 4.00 1.00 Each (hourly ) U.S. Dollar 47.50 190.00 101.1.3 13,886.00 SF finish subgrade 1.00 13,886 .00 Detail U.S. Dollar 0.50 6,948.06 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 E140 Blade-12 Ft., 140G 8.00 1.00 Each (hourly) U.S. Dol lar 87.75 702.00 O950 Loader-3.5 CY, 950 16.00 1.00 Hour U.S. Doll ar 206.33 1,650.62 OCOMP8 Cmpctr-08 TN PD, CA-15 16.00 1.00 Hour U.S. Do llar 160.81 1,286.52 O-GRC Grade Checker 8.00 1.00 Hour U.S. Doll ar 108.83 870.62 LL01 Laborer-Grp 1 8.00 1.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00 101.1.4 1,215.00 TN ab 2.50 486.00 Detail U.S. Dol lar 38.65 46,960.40 101.1.4.1
1,215.00 TN buy / haul ab, 15.4" deep 0.00 0.00 Detail U. S. Dollar 25.95 31,534.04 4/6/2026 3:23 PM Copyright © 2023 InEight Inc. All Rights Reserve d. 1 of 3
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
101.1.4.1.1
1,215.00 TN buy ab 0.00 0.00 Detail U.S. Dollar 18.95 23,02 9.04 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost MRB23/4 Agg Base-3/4" Class 2 1,215.00 TN U.S. Dollar 17 .90 21,751.54 ABENVIRO AB ENVIRO FEE 73.00 LD U.S. Dollar 17.50 1,277.5 0 101.1.4.1.2
1,215.00 TN haul ab 0.00 0.00 Detail U.S. Dollar 7.00 8,505 .00 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost HAULABTRAN HAUL AB TRANSFER 1,215.00 TN U.S. Dollar 7.00 8,505.00 101.1.4.2
1,215.00 TN place / compact ab 1.50 810.00 Detail U.S. Do llar 7.97 9,679.81 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 24.00 1.00 Hour U.S. Doll ar 179.58 2,154.96 E140 Blade-12 Ft., 140G 12.00 1.00 Each (hourly) U.S. Do llar 87.75 1,053.00 OROLL12 Roller-12 TN DD, CB-534 24.00 1.00 Hour U.S. Dol lar 227.58 2,730.93 O-GRC Grade Checker 12.00 1.00 Hour U.S. Dol lar 108.83 1,305.93 LL01 Laborer-Grp 1 24.00 2.00 Each (hourly) U.S. Dollar 7 7.71 1,864.98 EWATER2 Water Trk-02M Gal (Bare) 12.00 1.00 Each (hourl y) U.S. Dollar 47.50 570.00 101.1.4.3
13,889.00 SF finish ab 1.00 13,889.00 Detail U.S. Dollar 0 .41 5,746.55 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost O-OF OE Foreman w/Trk 16.00 1.00 Hour U.S. Doll ar 179.58 1,436.64 E140 Blade-12 Ft., 140G 8.00 1.00 Each (hourly) U.S. Dol lar 87.75 702.00 O950 Loader-3.5 CY, 950 8.00 0.50 Hour U.S. Dolla r 206.33 825.31 OROLL12 Roller-12 TN DD, CB-534 8.00 0.50 Hour U.S. Doll ar 227.58 910.31 O-GRC Grade Checker 8.00 1.00 Hour U.S. Doll ar 108.83 870.62 LL01 Laborer-Grp 1 8.00 1.00 Each (hourly) U.S. Dollar 77 .71 621.66 EWATER2 Water Trk-02M Gal (Bare) 8.00 1.00 Each (hourly ) U.S. Dollar 47.50 380.00
0.2 1.00 LS Prime Bond 0.00 0.00 Detail U.S. Dollar 0.00
0.3 1.00 LS Price % Add-On 0.00 0.00 Detail U.S. Dollar 0.0 0
0.4 1.00 LS Job Financing 0.00 0.00 Plug U.S. Dollar 0.00
0.5 1.00 LS Indirect Cost Escalation 0.00 0.00 Detail U.S. Dollar 0.00
0.6 1.00 LS Direct Cost Escalation 0.00 0.00 Detail U.S. D ollar 0.00
0.7 1.00 LS Indirect Cost Add-On 0.00 0.00 Detail U.S. Dol lar 0.00
0.8 1.00 LS Job Management & Equipment 0.25 4.00 Detail U. S. Dollar 327.70 Resource Code Description Hours Quantity UM Currency Unit Cost Total Cost M&E Meals and Entertainment 1.00 LS U.S. Dollar 0.00 0.00 LO02 Operating Engr.-Grp 2 2.00 1.00 Each (hourly) U.S. Dollar 112.24 224.47 ETRK1 Trk-1 Ton Pickup 2.00 1.00 Each (hourly) U.S. Doll ar 51.61 103.23
0.9 1.00 LS General Expense 0.00 0.00 Detail U.S. Dollar 0. 00
0.10 1.00 LS Direct Cost Add-On 0.00 0.00 Detail U.S. Doll ar 0.00 Report Total: 5.25 77,263.94
4/6/2026 3:23 PM Copyright © 2023 InEight Inc. All Rights Reserve d. 2 of 3
Cost Item
CBS
Position Code
Quantity UM Description Days UM/Day
Cost
Source
Currency Unit Cost Total Cost
Category Total
Labor 19,801.08
Owned Equipment 12,053.82
Rented Equipment 4,800.00
Materials 21,325.00
Fees 1,704.04
Trucking 17,580.00
4/6/2026 3:23 PM Copyright © 2023 InEight Inc. All Rights Reserve d. 3 of 3 $76,936.24 x 1.2 = 92,323
(E) SD (E) SD
IRR
(E) W(E) W
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W 304.30EP303.60OG302.58OG
TREE 36"
TREETREETREETREETREETREE303.42OG
303.76OGTREE
TREETREETREETREETREE
GUYGUY
304.03EP303.64OG 304.25EPPPSP 48"300.05OG
299.72FL PIPE301.89OG
304.33EP303.96OG
GUYGUY302.42OG
304.13OG303.89OG
TREETREETREE
302.65OGTREE
E
TREETREE302.39OG302.52OG303.96OG304.27EPPP
302.48OG302.40OG303.66OG304.16EP
302.22OG302.19OG303.42OG303.77EP
302.34OG302.18OG303.82OG303.87EP304.35CR 304.41CR303.96EP303.90OG302.55OG 302.35OG 302.50OG302.14OG304.08OG304.17EP304.59CR 304.74CR304.27EP304.16OG302.56OG 302.50OG
302.70OG
302.55OG302.57OG304.22OG304.21EP304.75CR 304.70CR304.23EP 304.12OG303.45OG302.85OG
302.45OG
304.64CR
302.72OG304.12OG
304.20EP304.69CR
304.65CR
304.31EP304.04OG 303.93OG
304.14EP304.10OG302.54OG
301.82OG
304.19EP304.06OG302.57OG
301.88OG
304.19EP304.02OG302.46OG
301.80OG301.78OG
302.26OG303.88OG304.02EP303.79EP303.68OG302.28OG
301.63OG301.55OG
302.33OG303.60OG303.72EP
303.47OG304.58CR
304.37CR
303.70OG
304.11EP304.38CR 303.41LIP303.28FL303.72TC
303.60TC303.16FL303.31LIP304.45CR304.10EP303.59OG
302.39HP
301.78OG
304.11EP304.73CR
302.48HP
304.13EP 304.03EP303.92EP303.05HP
302.99HP302.99HP302.20OG302.37HP
303.68HP
302.69HP
304.16EP301.54SW
301.59SW299.62SW
299.46FL PIPE
302.30OG 304.12EP304.40CR 303.69TC303.34FL303.45LIP 303.83BSW 304.08BSW 303.73TC303.32FL303.44LIP304.12TC303.61FL303.66LIP304.20P WVWV
304.26CR
LTECBOX
PP
303.69OG
304.06OG305.33TC
304.28LIP304.13FL304.58TC 304.65BSW 304.72BSW304.47WALL
LTECBOX
304.40BSW
304.39BSW
303.69V304.08TC303.64FL303.77FL304.19TC
304.29BSW 304.26BSW 304.36BSW 304.35BSW 304.34BSW
303.84FL304.29TC304.25TC303.84FL
303.53V303.42V304.20TC303.73FL
304.30BSW 304.26BSW
304.14TC303.70FL303.62FL304.06TC
304.19BSW 304.13BSW
303.38FL303.82TC303.31V303.45LIP303.85TCCBOX303.04DI
303.60LIP 304.17TC303.72FL303.84LIP
304.33CR
303.98FL304.51TCPP303.99OG
303.66OG 303.98OG304.28OG305.17TC304.64FL
304.12LIP303.97FL304.41TC
304.98TC304.44FL304.31FL304.86TC304.13FL304.60TC304.24TC303.75FL303.50FL304.02TC 304.23CR
304.36TC303.86FL304.26FL304.28FL304.63TC
304.78CR304.12EP302.48HP302.04OG301.86OG
302.38HP
303.96EP
301.67OG
301.90HP
303.72EP
(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH (E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG (E) AT&T UG
(E) AT&T UG
(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG (E) AT&T UG(E) AT&T UG
TELPED
CVIN 3-5' W
(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS (E) GAS(E) GAS(E) GAS(E) GAS(E) GAS
TELEPHONE PEDESTAL
(E) CVIN
(E) CVIN
(E) CVIN
302.30OG 302.45OG 302.62OG302.61OG 302.70OG 302.65OG302.73OG 302.98OG303.00OG303.00OG303.03OG302.69OG
(E) E OH(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN (E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS TC 305.61P 304.94STA: 67+64.05, 4.51' LTBCTC 305.31P 304.64STA: 66+38.95, 8.42' RTBC TC 305.71P 305.04STA: 68+04.73, 6.95' LTEC P (304.78)MATCH EXIST.STA: 67+67.19, 12.91' RT
2.0%
S=0.0020
TC 304.35FL 303.85STA: 58+75.89, 39.00' RTAP
TC 304.25FL 303.75STA: 60+56.89, 42.00' RTAP
1.4% 1.4%
9+00
10+00
11+00
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 SEE DETAIL B-1, SHEET 29.
SEE DETAIL R-4, SHEET 31
SEE DETAIL R-3, SHEET 30
6 5GB
TC 305.47FL 304.80STA: 67+61.29, 10.89' RT
TC 303.92FL 303.42STA: 64+83.09, 49.17' LTBC
9 TC (305.33)P (304.81)MATCH EXIST.STA: 67+67.20, 11.20' RT WATER TIE-INSTA: 62+30.64, 40.13' RT
INV. 18" NE 297.69INV. 18" W 297.69RIM: 304.26STA: 62+95.32, 11.00' RTINSTALL SDMHINV. 18" E 297.45INV. 18" N 297.55INV. 18" S 300.09INV. 21" W 297.45 RIM: 304.25INSTALL SDMH
INV. 18" N 300.14
STA: 61+72.89, 42.00' RTINSTALL DITC 304.02FL 303.52
INV. 18" SW 297.86
STA: 63+52.74, 49.66' LTINSTALL DITC 303.66FL 303.16
INSTALL 31 LF OF 18"∅ SD PIPE @ S=0.0017
INSTALL 374 LF OF 24" ∅ SS PIPE @ S=0.0007 5
10 INSTALL 50 LF OF 18" ∅SD PIPE @ S=0.0022
6 1.3% 1.5% 2.2%1.5%
(E) 48'' SS
(E) 48'' SS
24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 24'' SS 18'' SD
21'' SD 21'' SD 21'' SD 21'' SD 21'' SD 21'' SD 21'' SD 21'' SD 18'' SD 18'' SD 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 48'' SS
48'' SS
R320.00'
TC 305.22P 304.55STA: 57+90.22, 6.56' RTBC
TC 305.48P 304.81STA: 58+39.42, 0.44' RTEC
TC 304.16P 303.66STA: 65+54.53, 46.93' LTEC TC 305.41P 304.74STA: 66+79.63, 5.98' RTEC INSTALL 84 LF OF 18" ∅ SD PIPE @ S=0.0020
SDMHRIM 304.01INV 18"E/S(298.81)INV 18"W(298.86)DI (303.04) SSMHRIM 305.07INV 48" S(295.58)
CR 304.54STA: 62+56.91, 0.18' LT
2 R320.00' TC 304.93P 304.26STA: 63+38.95, 7.29' RTEC R320.00'R320.00' TC 303.94P 303.44STA: 64+88.09, 49.14' LT
SEE DETAIL R-6, SHEET 32
INV. 24" W 287.28INV. 48" S 285.60INV. 48" N 285.60RIM: 304.42STA: 62+52.31, 33.00' LTINSTALL SSMH 2 4
2 P 304.63STA: 59+36.95, 50.00' RTAP, GBTC 305.57P 304.90STA: 58+75.89, 2.00' LTBC, GBTC 305.07P 304.40STA: 57+50.76, 9.00' RTEC 3 SEE DETAIL R-2,SHEET 30
INSTALL 17 LF OF 12" ∅ WATER PIPE
STA: 61+62.89, 44.50' RTINSTALL FH
5.50' INSTALL 515 LF OF 12" ∅ WATER PIPE
5GB
INV. 18" S 297.66
STA: 61+72.89, 39.00' LTINSTALL DITC 304.17FL 303.67
TC 305.04P 304.37STA: 61+72.39, 9.00' LTBC
INSTALL 33 LF OF 48" ∅ SS PIPE @ S=0.0007
INSTALL 473 LF OF 21" ∅ SD PIPE @ S=0.0009
INSTALL 178 LF OF 24" ∅ SD PIPE @ S=0.0007
INSTALL 11 LF OF 6" ∅ WATER PIPE
S=0.0023
S=0.0023
TC 305.18P 304.51STA: 61+72.39, 2.00' LTEC
P (304.19)MATCH EXIST.STA: 63+41.88, 11.30' RTTC 304.89P 304.22STA: 63+38.95, 9.29' RTBC 6 INSTALL 122 LF OF 18" ∅ SD PIPE @ S=0.0020
INV. 24" W 287.55INV. 24" E 287.55RIM: 304.26STA: 58+78.04, 33.00' LTINSTALL SSMH7 P 304.55STA: 60+59.03, 62.00' RTAP
2.0% 2.0% 2.0%4
4 4
P 303.44STA: 63+41.76, 43.34' RT
TC 303.82FL 303.32STA: 63+41.76, 45.12' RT1
1 12
TC 305.68P 305.01STA: 59+37.25, 2.00' LTGB
TC 305.54P 304.87STA: 59+37.25, 9.00' LTGB
TC 304.49FL 303.99STA: 59+37.25, 40.02' RTGB
TC 304.64FL 304.14STA: 59+37.25, 39.00' LTGBP 304.80STA: 59+37.25, 50.00' LTGB S=0.0020
16 16
DETAIL REFERENCEEXIST. ASPHALT CONCRETEEXIST. CONCRETEPROPOSED CONCRETEPROPOSED ASPHALT CONCRETE (SEE CROSS SECTIONS) STAMPED CONCRETE MEDIAN (CITY STD. C-35)
LEGEND (SHEETS 11-17 ONLY)INSTALL CONCRETE COLD JOINT PER CITY STD. C-34.CONSTRUCTION KEYNOTES (SHEETS 11-17 ONLY)1GENERAL CONSTRUCTION NOTES (SHEETS 11-17 ONLY)1.ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.2.ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.CONCRETE IMPROVEMENTS PER CITY STD. C-34.INSTALL CONCRETE CURB AND GUTTER PER CITY STD. C-4.2INSTALL TYPE 'A' ASPHALT DIKE PER CALTRANS STD. A87B.34INSTALL MEDIAN CURB PER CITY STD. C-8.5INSTALL DRAINAGE INLET PER CITY STD. D-12.6INSTALL 48" STORM DRAIN MANHOLE PER CITY STD. D-1.7INSTALL 48" SANITARY SEWER MANHOLE PER CITY STD. S-1.8TIE-INTO EXIST. MANHOLE.
SIGNING, STRIPING, & MARKINGS GENERAL NOTES (SHEETS 21-24 ONLY) GRADE BREAK/CROWN9INSTALL FIRE HYDRANT PER CALWATER PLANS.
SIGNING, STRIPING, & MARKINGS LEGEND & KEYNOTES (SHEETS 21-24 ONLY) SWALE
PROPOSED ASPHALT BIKE PATH (SEE CROSS SECTIONS)
10INSTALL 72" SANITARY SEWER MANHOLE PER CITY STD. S-3.11CONTRACTOR TO CONCRETE SLURRY BETWEEN PIPES PER'DETAIL A', THIS SHEET.
DETECTABLE WARNING SURFACE
12CONTRACTOR TO COORDINATE WITH CALWATER FORWATER TIE-INTO EXISTING SYSTEM.13INSTALL 60" STORM DRAIN MANHOLE PER CITY STD. D-2.14INSTALL 72" STORM DRAIN MANHOLE PER CITY STD. D-3.15INSTALL DRAINAGE INLET PER CITY STD. D-12, MODIFIED TOACCOMMODATE DUAL 12" Ø PIPES WHERE SHOWN ONTHESE PLANS.16DAYLIGHT TO EXISTING GRADE AT MAXIMUM 3:1 SLOPE.17CONTRACTOR TO TRENCH BACKFILL AND PATCH PAVEMENTOVER NEW 2-15" PIPES PER CITY STD. E-1. PAVEMENT PATCHSHALL HAVE SEAMLESS JOINTS WITH THE EXISTINGPAVEMENT BY USING A HEATER-REMIX PROCESS.
RIM: 304.26STA: 58+78.04, 33.00' LTINSTALL SSMH
RIM: 304.42STA: 62+52.31, 33.00' LTINSTALL SSMH
INSTALL 374 LF OF 24" ∅ SS PIPE @ S=0.0007
INV. 24" E 287.55INV. 24" W 287.55
EXISTING GRADE @ CENTERLINE
515 LF OF 12" ∅ WATER PIPE4' MIN. COVER(TYP.)
12" MIN.CLR
7 6
10 6
5 2' MIN. COVER
STA: 63+52.74, 49.66' LTINSTALL DI
EXIST. 12" ∅ WATER PIPE
PROPOSED GRADE @ CENTERLINE
INV. 18" SW 297.86
INSTALL 178 LF OF 24" ∅ SS PIPE @ S=0.0007
INV. 48" S 285.60INV. 48" N 285.60
INV. 24" W 287.28
INV. 18" E 297.45INV. 18" N 297.55
INV. 18" S 300.09
APPROX. LOCATION OF GAS LINE
APPROX. LOCATION OF GAS LINE
INSTALL 473 LF OF 21" ∅ SD PIPE @ S=0.0009
RIM: 304.25STA: 61+72.89, 11.00' RTINSTALL SDMH
INV. 21" W 297.45
RIM: 304.26STA: 62+95.32, 11.00' RTINSTALL SDMH
INV. 18" NE 297.69INV. 18" W 297.69INSTALL 122 LF OF 18" ∅ SD PIPE @ S=0.0020INSTALL 84 LF OF 18" ∅ SD PIPE @ S=0.0020
PROPOSED PIPE
PROPOSED OREXIST. PIPE
12 PIPE Ø
12 PIPE ØVARIES1" - 10"2 SACK SAND /CEMENT SLURRY PERCITY OF VISALIA STANDARDS2xPIPE Ø 57+0058+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+00 MATCHLINE STA: 57+00SEE SHEET 14
69+00
IMPROVEMENT PLAN & PROFILE
DRW BY: MHCHK BY: KM
CITY OF VISALIA315 E. ACEQUIA AVE.
RIGGIN AVENUEWIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE, STE. AP.O. BOX 7593 Know what'sbelow.before you dig.Call
R
NORTH
0' 40'40' 0'VERTICAL SCALE
4'
12.21.2025
BID ADDENDUM #01
12.21.2025
BID ADDENDUM #01CONFORMED PLANS
24.11.2025
STORM DRAIN REVISIONS
39.24.2025
MATCHLINE STA: 69+00SEE SHEET 16
SHIRK RD.
304300296292288284280
308312316
304300296292288284280
308312316
SEE SHEET 17
DETAIL A
SHIRK RD.SEE SHEET 17
2 2
3 3
36'-0"
7" AC / 17" AB
CCO No. 5 - SHEET 5 OF 7
(E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W (E) W 304.07OG
304.42OG305.73TC305.23FL
305.04BSW 305.11BSW305.10WALL
WV
(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS(E) GAS (E) GAS304.88P304.63LIP304.48FL304.89TC 304.70LIP304.58FL305.06TC 305.06BSW 305.13BSW 305.18BSW 305.07BSW 305.02TC304.57FL304.69LIP
304.97P 305.09P304.83LIP304.69FL305.09TC 305.24BSW 305.31BSW 305.46BSW 305.36BSW 305.24TC304.79FL304.95LIP
305.22P 305.31P305.05LIP304.91FL305.31TCLTECBOX 305.51BSW 305.54BSW 305.62BSW 305.56BSW 305.44TC305.04FL305.14LIP
305.42P 305.60P305.26LIP305.12FL305.53TC 305.64BSW 305.73BSW 305.81BSW 305.76BSW 305.62TC305.21FL305.35LIP
305.64P 305.71P305.40LIP305.31FL305.72TC 305.80BSW 305.90BSW 305.95BSW 305.90BSW 305.78TC305.36FL305.49LIPLTECBOX
305.65P
305.66BSW 305.56BSW 305.77BSW 305.82BSW 305.73BSW 305.79BSW 305.56TC305.18FL305.36LIP
305.51P 305.32TC304.95FL305.08LIP
305.25P
BSW
305.15BSW 305.17BSW 305.31BSW 305.44BSW
BSW
305.18P305.69TC
305.41OG
304.29OG304.16OG 304.42OG304.49OG305.47OG305.81TC305.28P 305.44P305.92TC 305.72OG
304.60OG
304.29OG304.33OG 304.28OG304.50OG304.67OG305.79OG306.02TC305.52P PP
305.60P306.11TC
305.85OG
304.78OG304.47OG304.23OG 304.32OG304.51OG304.86OG306.02OG306.25TC305.72P 305.69P306.14TC 305.97OG
305.06OG304.62OG304.28OG 304.43OG304.60OG304.90OG306.02OG306.26TC305.90P 306.42TC305.98P306.48TC 305.78OG305.31OG304.93OG304.82OG304.36OG 304.67OG304.95OG304.89OG305.31OG305.71OG306.43TC305.92P PP305.76P306.29TC 305.77OG305.43OG304.99OG304.89OG304.67OG 304.66OG305.04OG305.43OG305.90TC305.41P (E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH P (305.57)MATCH EXIST.STA: 71+39.05, 5.48' RTP (305.42)MATCH EXIST.STA: 70+45.32, 11.95' RTP (305.68)MATCH EXIST.STA: 72+39.57, 6.02' LTP (305.91)MATCH EXIST.STA: 73+26.46, 13.03' LT
2.1% 1.2%70+00 71+00 72+00 73+00 74+00 75+00
TC 306.44P 305.94STA: 73+21.46, 15.01' LT
TC (306.42)P (305.94)MATCH EXIST.STA: 73+26.46, 15.03' LT TC 305.85P 305.35STA: 70+68.09, 16.71' LTBC
TC (305.93)P (305.45)MATCH EXIST.STA: 70+45.22, 9.96' RTEC R1300.00'
TC 306.13P 305.63STA: 71+48.50, 14.48' LTEC
TC 306.02P 305.35STA: 69+64.17, 6.35' LTBC
TC 306.05P 305.38STA: 69+80.65, 5.83' LTEC
TC 306.17P 305.50STA: 70+45.29, 2.03' LTBC
R300.00'
TC 306.18P 305.51STA: 70+49.72, 0.33' RTCR
3 1.0% 1.4%
4 3
TC 305.98P 305.31STA: 69+46.96, 6.41' LTEND CURBBEGIN AC DIKE DETAIL REFERENCEEXIST. ASPHALT CONCRETEEXIST. CONCRETEPROPOSED CONCRETEPROPOSED ASPHALT CONCRETE (SEE CROSS SECTIONS) STAMPED CONCRETE MEDIAN (CITY STD. C-35)
LEGEND (SHEETS 11-17 ONLY)INSTALL CONCRETE COLD JOINT PER CITY STD. C-34.CONSTRUCTION KEYNOTES (SHEETS 11-17 ONLY)1GENERAL CONSTRUCTION NOTES (SHEETS 11-17 ONLY)1.ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.2.ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.CONCRETE IMPROVEMENTS PER CITY STD. C-34.INSTALL CONCRETE CURB AND GUTTER PER CITY STD. C-4.2INSTALL TYPE 'A' ASPHALT DIKE PER CALTRANS STD. A87B.34INSTALL MEDIAN CURB PER CITY STD. C-8.5INSTALL DRAINAGE INLET PER CITY STD. D-12.6INSTALL 48" STORM DRAIN MANHOLE PER CITY STD. D-1.7INSTALL 48" SANITARY SEWER MANHOLE PER CITY STD. S-1.8TIE-INTO EXIST. MANHOLE.
SIGNING, STRIPING, & MARKINGS GENERAL NOTES (SHEETS 21-24 ONLY) GRADE BREAK/CROWN9INSTALL FIRE HYDRANT PER CALWATER PLANS.
SIGNING, STRIPING, & MARKINGS LEGEND & KEYNOTES (SHEETS 21-24 ONLY) SWALE
PROPOSED ASPHALT BIKE PATH (SEE CROSS SECTIONS)
10INSTALL 72" SANITARY SEWER MANHOLE PER CITY STD. S-3.11CONTRACTOR TO CONCRETE SLURRY BETWEEN PIPES PER'DETAIL A', THIS SHEET.
DETECTABLE WARNING SURFACE
12CONTRACTOR TO COORDINATE WITH CALWATER FORWATER TIE-INTO EXISTING SYSTEM.13INSTALL 60" STORM DRAIN MANHOLE PER CITY STD. D-2.14INSTALL 72" STORM DRAIN MANHOLE PER CITY STD. D-3.15INSTALL DRAINAGE INLET PER CITY STD. D-12, MODIFIED TOACCOMMODATE DUAL 12" Ø PIPES WHERE SHOWN ONTHESE PLANS.16DAYLIGHT TO EXISTING GRADE AT MAXIMUM 3:1 SLOPE.
EXISTING GRADE @ CENTERLINE
EXIST. 12" ∅ WATER PIPE
PROPOSED GRADE @ CENTERLINE
APPROX. LOCATION OF GAS LINE
PROPOSED PIPE
PROPOSED OREXIST. PIPE
12 PIPE Ø
12 PIPE ØVARIES1" - 10"2 SACK SAND /CEMENT SLURRY PERCITY OF VISALIA STANDARDS2xPIPE Ø 69+0070+0071+0072+0073+0074+0075+00
MATCHLINE STA: 69+00SEE SHEET 15
IMPROVEMENT PLAN & PROFILE
DRW BY: MHCHK BY: KM
CITY OF VISALIA315 E. ACEQUIA AVE.
RIGGIN AVENUEWIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE, STE. AP.O. BOX 7593 Know what'sbelow.before you dig.Call
R
NORTH
0' 40'40' 0'VERTICAL SCALE
4'
12.21.2025
BID ADDENDUM #01
12.21.2025
BID ADDENDUM #01CONFORMED PLANS
24.11.2025
304300296292288284280
308312316
304300296292288284280
308312316
DETAIL A 2
62'-0"
TIE-IN TO
EXISTING CURB
24.0 ft
36'-0"
AREA TO BE PAVED
BY DEVELOPER
Additional Paving:
7" AC / 17" AB
1,796 sf
CCO No. 5 - SHEET 6 OF 7
(E) SD(E) SD(E) SD (E) SD (E) SD (E) SD (E) SD (E) SD
IRR
(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W(E) W
(E) W(E) W(E) W
304.30EP303.60OG302.58OGTREE 36"TREETREETREE
TREETREETREE
303.42OG 303.76OGTREETREETREE
TREETREETREE
GUYGUY
304.03EP303.64OG
304.25EPPPSP 48"300.05OG
299.72FL PIPE301.89OG
304.33EP303.96OG GUYGUY302.42OG
304.31EP303.41OG302.43OG
304.43EP303.52OG302.70OG PP GUYGUY302.73OG303.84OG304.56EP 304.64EP303.65OG302.84OG 303.45OG303.85OG304.50EP304.24EP303.55OG
303.59OG303.60OG
303.72OG304.27EP304.22EP303.91OG
303.53OG304.13OG303.89OG
TREETREETREE302.65OGTREE
302.70OG
304.70304.12303.45302.45
304.64CR
302.72OG304.12OG
304.20EP304.69CR304.65CR 304.90CR304.35EP304.00OG302.80OG302.65OG 302.68OG302.91OG304.09OG304.31EP304.77CR 304.94CR304.64EP304.31OG302.96OG302.78OG 302.72OG302.86OG304.38OG304.79EP305.30CR304.68EP304.18OG 303.67OG303.61OG
303.90OG304.38EP304.17EP303.56OG
303.57OG303.79OG303.95OG304.40EP304.31EP304.04OG
303.93OG
304.14304.10
303.47OG
304.58CR304.37CR
303.70OG
304.11EP
304.38CR
303.41LIP303.28FL303.72TC303.60TC303.16FL303.31LIP
304.45CR304.10EP303.59OG303.42OG
303.84EP304.33CR
303.13LIP302.98FL303.42TC303.29TC302.87FL303.00LIP
304.22CR303.80EP303.48OG303.34OG303.84EP304.19CR
303.23LIP303.11FL303.52TC303.63TC303.23FL303.36LIP
303.75P304.12CR303.78EP303.43OG
302.39HP301.78OG 304.11EP304.73CR
302.48HP304.13EP
304.03EP
303.92EP303.05HP302.99HP302.99HP302.20OG
302.37HP303.68HP
302.69HP304.16EP301.54SW301.59SW299.62SW
299.46FL PIPE
302.30OG
304.12EP304.40CR
302.41FL PIPETANKVP300.60FL PIPESPEUPSPPP
301.74OG
303.79EP304.24CR
303.00LIP302.93FL303.38TC
303.47BSW303.66SW303.43WALL
LTECBOXCBOXCBOXCBOX
302.00OG
301.83HP
303.87EP 302.48HP
304.22CR
303.24LIP303.06FL303.47TC
303.55BSW 303.58BSW303.79WALL
303.58TC303.12FL303.22LIP303.57303.78P304.09CR303.81EPPP 301.94
303.69TC303.34FL303.45LIP
303.83BSW 304.08BSW
303.73TC303.32FL303.44LIP
304.12TC303.61FL303.66LIP
304.20P
WVWV 304.26CR
304.26BSWFLTC 304.19BSW 304.13BSW303.38FL303.82TC303.31V303.45LIP303.85TCCBOX 303.50FL304.02TC304.23CR
304.36TC303.86FL304.26FL304.28FL304.63TC304.78CR
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH
(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH(E) E OH (E) AT&T UG
(E) AT&T UG
(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG (E) AT&T UG(E) AT&T UG
(E) AT&T UG
(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UG(E) AT&T UGTELPED CVIN 3-5' W
CVIN 2-4' W
CVIN 2-4' W
CVIN 8-10'' W
(E) GAS
(E) GAS
(E) GAS
TELEPHONE PEDESTAL
(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN(E) CVIN 302.98OG
303.00OG
303.00OG
303.03OG
302.69OG
(E) CVIN(E) CVIN
(E) GAS(E) GAS
P (304.37)MATCH EXIST.STA: 13+87.88, 12.01' RTECCR (304.94)MATCH EXIST.STA: 13+87.88, 1.56' RT 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 62+00
63+00
64+00
1.3%
CR (304.20)MATCH EXIST.STA: 6+14.16, 0.72' RT
P (303.77)MATCH EXIST.STA: 6+14.17, 18.03' RT
CR 304.44STA: 8+04.16, 12.49' LTGB
INV. 18" NE 297.69INV. 18" W 297.69RIM: 304.26STA: 9+88.93, 33.03' RTINSTALL SDMH6
2.2%2.0%
1.3%
1.2%1.5%
2.3%
(E) 48'' SS(E) 48'' SS(E) 48'' SS(E) 48'' SS(E) 48'' SS(E) 48'' SS(E) 48'' SS(E) 48'' SS(E) 48'' SS 24'' SS24'' SS
18'' SD
21'' SD
18'' SD
18'' SD
12'' W
48'' SS 48'' SS 48'' SS 48'' SS 48'' SS 48'' SS
TC 304.39FL 303.89STA: 11+27.88, 47.50' LT
SW 303.92STA: 11+43.84, 47.50' LT SW 304.39STA: 13+77.88, 13.71' LTEC SW 303.58STA: 8+96.66, 44.49' LTSW 303.01STA: 6+14.16, 15.00' LT SW 304.10STA: 11+61.68, 36.50' RT
TC 304.56P 304.06STA: 11+27.88, 36.50' RT SW 304.36STA: 13+77.88, 16.22' RT
2.0%2.7% 1.8%
DI 302.64INV 18"W(298.94)
SDMHRIM 303.34INV 18"N/S(298.79)INV 18"E(299.04)
TELEPHONE PEDESTAL
SDMHRIM 304.01INV 18"E/S(298.81)INV 18"W(298.86)
DI (303.04)
SSMHRIM 305.07INV 48" S(295.58)
INSTALL 354 LF OF 48" ∅ SS PIPE @ S=-0.0007
P (303.98)MATCH EXIST.STA: 8+46.00, 18.01' RT
CR 304.64STA: 10+80.38, 9.50' RT
1.7%
SW 304.25STA: 12+85.28, 29.16' RTBCSW 304.31STA: 13+31.17, 22.66' RTPRCEP 304.46STA: 12+88.64, 24.93' RTBCEP 304.53STA: 13+30.38, 18.75' RTPRC SW 304.23STA: 12+98.93, 27.75' LTBC
SW 304.30STA: 13+31.42, 21.34' LTPRC
EP 304.43STA: 12+98.43, 23.78' LTBC
SEE DETAIL R-6, SHEET 32
SEE DETAIL R-4, SHEET 31
SEE DETAIL R-3,SHEET 30
SEE DETAIL R-2,SHEET 302
R239.16'R239.16'
R280.95'R280.95'
INV. 24" W 287.28INV. 48" S 285.60INV. 48" N 285.60RIM: 304.42STA: 10+32.98, 10.01' LTINSTALL SSMH10 CR 304.84STA: 12+77.88, 9.50' RT
EP 304.50STA: 13+30.38, 17.47' LTPRC
P (304.63)MATCH EXIST.STA: 13+87.88, 9.45' LTEC
INSTALL 33 LF OF 48" ∅SD PIPE @ S=0.0007
INV. 18" SW 297.86
STA: 63+52.74, 49.66' LTINSTALL DITC 303.83FL 303.16
CR 304.54STA: 10+00.18, 5.36' LT
P (303.86)MATCH EXIST.STA: 6+14.16, 10.97' LT CR 304.44STA: 9+24.16, 12.49' LT INV. 48" S 285.86STA: 13+87.12, 10.57' LTINSTALL SS STUB CR 304.91STA: 13+50.00, 1.41' RT
TC (303.65)FL (303.15)MATCH EXIST.STA: 8+46.00, 44.72' RT1 INV. 48" S 285.58INV. 48" N 285.58RIM: 304.53STA: 9+99.98, 9.96' LTEXIST. SSMH8 TC 304.12FL 303.62STA: 9+16.03, 44.49' LT
3 TC 304.49FL 303.99STA: 11+04.81, 36.50' RT5
2.0%
2.3% 2.3%
EXISTING GRADE @ CENTERLINEPROPOSED GRADE @ CENTERLINESTA: 10+49.80, 90.39' RTINSTALL DI RIM: 304.42STA: 10+32.98, 10.01' LTINSTALL SSMHRIM: 304.53STA: 9+99.98, 9.96' LTEXIST. SSMH INV. 24" W 287.28
INV. 48" N 285.58INV. 48" S (285.58)
EXIST. 48" ∅ SS PIPE @ S=0.0006
6 10
5 EXIST. 12" Ø WATER PIPESEE SHEET 15
EXIST. 12" ∅ WATER PIPE INV. 18" SW 297.86
INSTALL 354 LF OF 48" ∅ SS PIPE @ S=0.0007
INSTALL 33 LF OF 48" ∅ SS PIPE @ S=0.0007
INV. 48" S 285.86INV. 48" N 285.60INV. 48" S 285.60
RIM: 304.26STA: 9+88.93, 33.03' RTINSTALL SDMH
INV. 18" NE 297.69INV. 18" W 297.69INSTALL 84 LF OF 18" ∅ SD PIPE @ S=0.0020 DETAIL REFERENCEEXIST. ASPHALT CONCRETEEXIST. CONCRETEPROPOSED CONCRETEPROPOSED ASPHALT CONCRETE (SEE CROSS SECTIONS) STAMPED CONCRETE MEDIAN (CITY STD. C-35)
LEGEND (SHEETS 11-17 ONLY)INSTALL CONCRETE COLD JOINT PER CITY STD. C-34.CONSTRUCTION KEYNOTES (SHEETS 11-17 ONLY)1GENERAL CONSTRUCTION NOTES (SHEETS 11-17 ONLY)1.ALL SAWCUTS TO BE A NEAT, CLEAN, ON GRADE EDGE.2.ALL NEW CONCRETE IMPROVEMENTS SHALL BE DOWELED INTO EXIST.CONCRETE IMPROVEMENTS PER CITY STD. C-34.INSTALL CONCRETE CURB AND GUTTER PER CITY STD. C-4.2INSTALL TYPE 'A' ASPHALT DIKE PER CALTRANS STD. A87B.34INSTALL MEDIAN CURB PER CITY STD. C-8.5INSTALL DRAINAGE INLET PER CITY STD. D-12.6INSTALL 48" STORM DRAIN MANHOLE PER CITY STD. D-1.7INSTALL 48" SANITARY SEWER MANHOLE PER CITY STD. S-1.8TIE-INTO EXIST. MANHOLE.
SIGNING, STRIPING, & MARKINGS GENERAL NOTES (SHEETS 21-24 ONLY) GRADE BREAK/CROWN9INSTALL FIRE HYDRANT PER CALWATER PLANS.
SIGNING, STRIPING, & MARKINGS LEGEND & KEYNOTES (SHEETS 21-24 ONLY) SWALE
PROPOSED ASPHALT BIKE PATH (SEE CROSS SECTIONS)
10INSTALL 72" SANITARY SEWER MANHOLE PER CITY STD. S-3.11CONTRACTOR TO CONCRETE SLURRY BETWEEN PIPES PER'DETAIL A', THIS SHEET.
DETECTABLE WARNING SURFACE
12CONTRACTOR TO COORDINATE WITH CALWATER FORWATER TIE-INTO EXISTING SYSTEM.13INSTALL 60" STORM DRAIN MANHOLE PER CITY STD. D-2.14INSTALL 72" STORM DRAIN MANHOLE PER CITY STD. D-3.15INSTALL DRAINAGE INLET PER CITY STD. D-12, MODIFIED TOACCOMMODATE DUAL 12" Ø PIPES WHERE SHOWN ONTHESE PLANS.16DAYLIGHT TO EXISTING GRADE AT MAXIMUM 3:1 SLOPE.17CONTRACTOR TO TRENCH BACKFILL AND PATCH PAVEMENTOVER NEW 2-15" PIPES PER CITY STD. E-1. PAVEMENT PATCHSHALL HAVE SEAMLESS JOINTS WITH THE EXISTINGPAVEMENT BY USING A HEATER-REMIX PROCESS.
PROPOSED PIPE
PROPOSED OREXIST. PIPE
12 PIPE Ø
12 PIPE ØVARIES1" - 10"2 SACK SAND /CEMENT SLURRY PERCITY OF VISALIA STANDARDS2xPIPE Ø 5+006+007+008+009+0010+0011+0012+0013+0014+0015+00
IMPROVEMENT PLAN & PROFILE
DRW BY: MHCHK BY: KM
CITY OF VISALIA315 E. ACEQUIA AVE.
RIGGIN AVENUEWIDENING & IMPROVEMENTS
VISALIA, CA 93291
PREPARED BY:
FAX: 559.802.3215TEL: 559.802.3052VISALIA, CA 93292324 S. SANTA FE, STE. AP.O. BOX 7593 Know what'sbelow.before you dig.Call
R
12.21.2025
BID ADDENDUM #01
12.21.2025
BID ADDENDUM #01CONFORMED PLANS
24.11.2025
STORM DRAIN REVISIONS
39.24.2025
304300296292288284280
308312316
NORTH0' 40'40' 0'VERTICAL SCALE
2'
RIGGIN AVE.
304300296292288284280
308312316
DETAIL A
SEE SHEET 15
RIGGIN AVE.SEE SHEET 15
2 3
3 3
PAVED BY DEVELOPER. REMOVED
FROM RIGGIN WIDENING PROJECT
SEE SHEET 15 FOR
CHANGES TO
STRUCTURAL SECTION
CCO No. 5 - SHEET 7 OF 7