APPROX EXISTING SURFACE OVERTOP
OF PIPELINE CENTERLINE, FIELD VERIFY
5 MH 450817
STA 90+00.00
RIM ELEV=225.71
N INV 6"=220.44
SE INV 6"=220.70
LADERA WAY
C-06
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
LADERA WAY - MH 450817 TO MH 450813
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
MH ID
DOWNSTREAM
MH ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
DISTANCE FROM
UPSTREAM MH
MH 450817 MH 450813 90+42.80 42.8'
MH 450817 MH 450813 90+77.10 77.1'MH 450817 MH 450813 90+83.80 83.8'MH 450817 MH 450813 92+19.80 219.8'MH 450817 MH 450813 92+96.40 296.4' LADERA WAY PROFILE - MH 450817 TO MH 450813
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ALOMAR WAY
FOR CONTINUATION, SEE DRAWING C-07
8 8
8 7 8 8
(E) 2" GAS MAIN 9
7 8
8 8
8 8
(E) 6" VCP
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY SPOT REPAIR CONSTRUCTION TO
LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE. 25789
1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
258
SS SS
1114 ALOMAR WAY
(APN: 045-082-020)
1120 ALOMAR WAY
(APN: 045-082-030)
1124 ALOMAR WAY
(APN: 045-082-040)
1123 ALOMAR WAY
(APN: 045-083-130)
1119 ALOMAR WAY
(APN: 045-083-140)
1115 ALOMAR WAY
(APN: 045-083-050)
1109 ALOMAR WAY
(APN: 045-083-040)
1105 ALOMAR WAY
(APN: 045-083-030)
ALOMAR WAY
(E) 6" VCP / (N) 8" HDPE
SLOPE=-17.93%
LENGTH=233 FT
95+00 96+00 97+00
98+00
5 MH 450814
STA 97+33.14
RIM ELEV=183.48
W INV 8"=178.50
SE INV 8"=178.64
N INV 6"=178.77
N 2013364.1582
E 6042165.4748
DEPTH: 4.98'±
5 MH 450815
STA 95+00.00
RIM ELEV=225.40
NW INV 8"=220.45
SE INV 6"=220.63
NE INV 6"=220.55N 2013207.8452
E 6042338.4457
DEPTH: 4.95'±
SS SS
1115 LADERA WAY
(APN: 045-083-020)
1105 ALOMAR WAY
(APN: 045-083-030)
1114 ALOMAR WAY
(APN: 045-082-020)
1135 ALOMAR WAY
(APN: 045-082-010)
1118 LADERA WAY
(APN: 045-081-080)
93+18.77
93+00
5 MH 450813
STA 99+14.66
RIM ELEV=166.55
S INV 6"=160.90
E INV 8"=161.00
N INV 6"=160.89
N 2013384.6469
E 6041985.1128
DEPTH: 5.66'±
ALOMAR WAYALOMAR WAY
(E) 6" VCP / (N) 8" HDPE
SLOPE=-9.64%
LENGTH=182 FT
LADERA WAY
99+14.66
98+00 99+00
5 MH 450814
STA 97+33.14
RIM ELEV=183.48
W INV 8"=178.50
SE INV 8"=178.64
N INV 6"=178.77
N 2013364.1582
E 6042165.4748
DEPTH: 4.98'±
205
210220230
205210220230
94+90 95+00 95+50
190200210220
190
200210220
95+50 96+00 96+50
165
170180190
165170180190
96+50 97+00 97+50
(E) 6" CIP WATER MAIN
STA 95+35
(E) GAS
STA 96+21
5 MH 450814
STA 97+33.14
RIM ELEV=183.48
W INV 8"=178.50
SE INV 8"=178.64
N INV 6"=178.77
12" MIN
APPROX EXISTING SURFACE OVERTOP
OF PIPELINE CENTERLINE, FIELD VERIFY
5 MH 450815
STA 95+00.00
RIM ELEV=225.40
NW INV 8"=220.45
SE INV 6"=220.63
NE INV 6"=220.55
(E) 6" VCP / (N) 8" HDPE SLOPE=-17.93% LENGTH=233 FT
160170180190
160170180190
97+25 98+00 99+00 99+25
(E) 6" CIP WATER MAIN
STA 98+89
(E) 6" VCP / (N) 8" HDPE SLOPE=-9.64% LENGTH=182 FT
5 MH 450813
STA 99+14.66
RIM ELEV=166.55
S INV 6"=160.90
E INV 8"=161.00
N INV 6"=160.89
5 MH 450814 STA 97+33.14
RIM ELEV=183.48
W INV 8"=178.50
SE INV 8"=178.64
N INV 6"=178.77
12" MIN
APPROX EXISTING SURFACE OVERTOP
PIPELINE CENTERLINE, FIELD VERIFY
ALOMAR WAY
C-07
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
ALOMAR WAY - MH 450815 TO MH 450814
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ALOMAR WAY FOR CONTINUATION, SEE RIGHT
PIPELINE REHABILITATION
METHOD: PIPE BURSTING
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 450815 MH 450814 95+00.00 97+33.14 232'
2 MH 450814 MH 450813 97+33.14 99+14.66 182'
3 ALOMAR WAY PROFILE - MH 450815 TO MH 450814
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ALOMAR WAY - MH 450814 TO MH 450813
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ALOMAR WAY FOR CONTINUATION, SEE LEFT
3 * PIPE BURST EXISTING 6" SEWER WITH 8" DIPS DR 17 HDPE PIPE MATERIAL
LADERA WAY
FOR CONTINUATION, SEE DRAWING C-06
3 3
3 3
7 7
7 7
7 7
7 ALOMAR WAY PROFILE - MH 450814 TO MH 450813
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
7 9 (E) WATER LATERAL
(E) 6" CIP WATER MAIN 9
9 (E) GAS LATERAL
7 7
7 7
7 7
7 7
(E) 6" VCP
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
PIPE BURSTING 8
13 13
13 1313
13 13
13 13
CONSTRUCTION NOTES
REPLACE EXISTING 6" VCP SEWER WITH 8" HDPE
SEWER VIA PIPE BURSTING CONSTRUCTION PERSPECIFICATION SECTIONS 333118 AND 333119.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
3579
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
GENERAL NOTES
259
SS
SS
SS
SS
100+00 101+00 102+00
103+00
SS
1271 5TH AVE
(APN: 045-185-060)
1255 5TH AVE
(APN: 045-185-070)
885 WALTERMIRE ST
(APN: 045-185-010)
901 WALTERMIRE ST
(APN: 045-184-050)
1250 5TH AVE
(APN: 045-184-130)
900 ONEILL ST
(APN: 045-184-070)
1100 EL CAMINO REAL
(APN: 045-183-100)
100+00 101+00 102+00
103+00
5TH AVE
MH 451822A (ASSUMED)
STA 100+37.24
RIM ELEV=36.85
NW INV 6"=33.50±, FIELD VERIFY
SE INV 6"=33.50±, FIELD VERIFY
N 2016040.7788
E 6047048.5509
DEPTH UNKNOWN, FIELD VERIFY
MH 451822
STA 100+00.00
RIM ELEV=37.35
NW INV 6"=34.00±, FIELD VERIFY
N 2016013.6199
E 6047074.0357
DEPTH UNKNOWN, FIELD VERIFY
ONEILL ST
MH 451816A
STA 102+86.49
RIM ELEV=43.22
NE INV 6"=38.58
SE INV 6"=32.00
N 2016222.5333
E 6046878.0000
DEPTH UNKNOWN, FIELD VERIFY
(E) 6" VCP / (N) 6" PVC
SLOPE=-0.60%
WALTERMIRE
ST
STA 101+33.44
N 2016110.9302
E 6046982.7237
1 STA 102+49.24
N 2016195.3744
E 6046903.4848
1 SMH 451809B
N 2016202.6735
E 6046880.0461
(E) 6" VCP
SLOPE=-0.60%
LENGTH=249 FT
SMH 451815
N 2016225.9070
E 6046875.3906
SS SS SS
1360 EL CAMINO REAL
(APN: 045-244-180)
1357 5TH AVE
(APN: 118-330-070)
1347 5TH AVE
(APN: 118-330-080)
1345 5TH AVE
(APN: 118-330-090)
880 BROADWAY
(APN: 118-330-150)
882 BROADWAY
(APN: 118-330-140)
120+00 121+00 121+30.43
MH 452411A
STA 120+46.68
RIM ELEV=40.96
SE INV 6"=35.94
NW INV 6"=35.96N INV 6"=35.96
N 2015730.9962
E 6047444.0231
DEPTH: 5.02'±
MH 452402
STA 121+30.43
RIM ELEV=42.14
NW INV 6"=35.22NE INV 6"=35.18
SW INV 6"=35.20SE INV 6"=35.30
E INV 6"=35.24
N 2015669.9258
E 6047501.3379
DEPTH: 6.96'±
BROADWAY
(E) 6" VCP
SLOPE=-0.86%
LENGTH=84 FT
MH 452411
STA 120+00.00
RIM ELEV=39.31
SE INV 6"=35.96
N 2015765.0317
E 6047412.0807
DEPTH UNKNOWN,
FIELD VERIFY
SPOT REPAIRSTA 120+10.03
N 2015757.7187
E 6047418.9522
LENGTH = 5'
2 SPOT REPAIRSTA 120+42.33
N 2015734.1698
E 6047441.0529
LENGTH = 5'
2 CIVIC LANE
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
5TH AVE AND CIVIC LANE
C-08
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
5TH AVE - MH 451822 TO MH 451822A TO MH 451816A
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 451822A MH 451816A 101+33.44 102+49.24 116'
ALLEY - MH 452411 TO MH 452411A TO MH 452402
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
MH ID
DOWNSTREAM
MH ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
DISTANCE FROM
UPSTREAM MH
MH 452411 MH 452411A 120+10.03 10.0'MH 452411 MH 452411A 120+42.33 42.3' 20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
8 7
9 (E) TELECOM
9 (E) ELECTRICAL
(E) ELECTRICAL 9
(E) 2" GAS MAIN 9
(E) WATER LATERAL 9
(E) 18" VCP SEWER 9
(E) ELECTRICAL 9
(E) 6" VCP
(E) 6" VCP
8 8 8
10 10
13 LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE.
REMOVE AND REPLACE EXISTING CURB, GUTTER,
SIDEWALK, AND DRIVEWAY ENTRANCE AS
NEEDED FOR CONSTRUCTION.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
1789
1013
1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
260
SS
SS
SS
SS
SS
1101 ONEILL ST
(APN: 045-263-010)
1319 PALOMA AVE
(APN: 045-263-200)
1313 PALOMA AVE
(APN: 045-263-210)
1200 ONEILL ST
(APN: 045-181-340)
1130 ONEILL ST
(APN: 045-181-330)
1120 ONEILL ST
(APN: 045-181-320)
1100 ONEILL ST
(APN: 045-181-310)
1050 ONEILL AVE
(APN: 045-181-300)
1048 ONEILL ST
(APN: 045-181-360)
1040 ONEILL ST
(APN: 045-261-040)
1051 ONEILL ST
(APN: 045-263-010)
1300 6TH AVE
(APN: 045-262-010)
130+00
131+00
132+00
133+00
133+22.56
O'NEILL AVE
SUNNYSLOPE
AVE
MH 451827
STA 130+00.00
RIM ELEV=66.53
NE INV 6"=57.13
SE INV 6"=62.08SW INV 6"=57.28
N 2015414.7482
E 6046529.7004
(DEPTH INFORMATION IS
APPROXIMATE, FIELD VERIFY)
MH 451826
STA 131+67.00
RIM ELEV=59.23
SW INV 6"=51.33
NE INV 6"=51.36
S INV 6"=51.41
W INV 4"=52.15
NW INV 6"=51.45
SW INV 8"=52.04
N 2015533.4637
E 6046647.1488
DEPTH: 7.87'± MH 451825
STA 133+22.56
RIM ELEV=53.68
SW INV 6"=47.07
NE INV 6"=47.05
SE INV 6"=48.48
N 2015660.8496
E 6046736.4409
STA 131+27.25
N 2015505.2077
E 6046619.1944
1 STA 131+67.00
N 2015533.4637
E 6046647.1488
1 STA 132+71.30
N 2015618.8712
E 6046707.0159
1 STA 132+83.70
N 2015629.0251
E 6046714.1333
1 (E) 6" PVC Pipe
SLOPE=3.47%
LENGTH=167 FT
(E) 6" VCP SLOPE=2.76% LENGTH=156 FT (E) 6" VCP / (N) 6" PVC SLOPE=3.47%
2.78'
2.25'
23.65'
5 5
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
O'NEILL AVE - MH 451827 TO MH 451826 TO MH 451825
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
O'NEILL AVE
C-09
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 451827 MH 451826 131+27.25 131+67.00 40'
2 MH 451826 MH 451825 132+71.30 132+83.70 13'
9 (E) UNK WATER
(E) GAS 9
9 (E) 12" CONCRETE SD
(E) COMM 9
(E) ELECTRICAL 9
7 (E) 6" VCP (E) ELECTRICAL 9
(E) COMM 9
9 (E) UNKNOWN WATER
9 (E) UNKNOWN WATER
9 (E) 2" GAS
(E) 12" CONCRETE SD 9
(E) COMM 9
(E) ELECTRICAL 9
(E) 6" VCP
8 8
9 (E) UNKNOWN WATER
8 (DEPTH INFORMATION IS
APPROXIMATE, FIELD VERIFY)
(E) 6" VCP (E) 6" VCP
6 (E) 6" VCP / (N) 6" PVC
SLOPE=-2.76%
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1
13 (E) 2" GAS 9
2.02'
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.
REMOVE AND REPLACE EXISTING CURB, GUTTER,
DRAINAGE INLET, AND SIDEWALK DAMAGED BY
CONSTRUCTION IN KIND PER CITY STANDARD
AND PER DETAILS 7 AND 8 ON DRAWING D-01.
REPLACE IN KIND EXISTING RESIDENTIAL
LANDSCAPING AND IRRIGATION DAMAGED BY
CONSTRUCTION TO THE SATISFACTION OF THECITY'S CONSTRUCTION MANAGER.
DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
156789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
261
SS SS
1400 5TH AVE
(APN: 045-249-010)
1416 5TH AVE
(APN: 045-249-020)
1424 5TH AVE
(APN: 045-249-030)
1432 5TH AVE
(APN: 045-249-040)
1440 5TH AVE
(APN: 045-249-050)
951 BROADWAY
(APN: 045-249-190)
1409 6TH AVE
(APN: 045-249-180)
1425 6TH AVE
(APN: 045-249-170)
1433 6TH AVE
(APN: 045-249-160)
140+00 141+00 142+00 142+95.88
MH 452401
STA 142+95.88
RIM ELEV=57.74
SE INV 8"=52.01
NE INV 6"=51.89
NW INV 6"=51.99
SW INV 6"=51.90
N 2015472.4672
E 6047303.6169
DEPTH: 5.58'±
5 5 MH 452421
STA 140+00.00
RIM ELEV=59.06
NW INV 8"=53.37
SE INV 6"=53.40
N 2015255.4013
E 6047504.6890
DEPTH: 5.69'±
BROADWAY
(E) 6" VCP / (N) 8" PVC
SLOPE=-0.46%
LENGTH=296 FT
40506070
40 50
60 70
139+90 140+00 141+00 142+00 143+00
(E) GAS
STA 140+08
(E) GAS
STA 140+62
(E) GAS
STA 141+03 (E) GAS STA 141+62 (E) GAS STA 142+07
(E) 36" RCP SD
STA 142+60
DPETH UNKNOWN, FIELD VERIFY
5 MH 452421
STA 140+00.00
RIM ELEV=59.06
NW INV 8"=53.37
SE INV 6"=53.405
MH 452401
STA 142+95.88
RIM ELEV=57.74
SE INV 8"=52.01
NE INV 6"=51.89
NW INV 6"=51.99
SW INV 6"=51.90
(E) 6" VCP / (N) 8" PVC
SLOPE=-0.46%
LENGTH=296 FT
BROADWAY ALLEY - MH 452421 TO MH 452401
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
RESIDENTIAL ALLEY BETWEEN 5TH AND
6TH AVE AT BROADWAY
C-10
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 452421 MH 452401 140+00.00 142+95.88 296'
1 BROADWAY ALLEY PROFILE - MH 452421 TO MH 452401
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
1 7
7 7
7 7
9 (E) 36" RCP SD
9 (E) GAS 9 (E) GAS
9 (E) GAS
(E) GAS 9
9 (E) GAS
7 7
7 7 7
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 11
13 13
6 13
13 CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.
REMOVE AND REPLACE EXISTING CURB, GUTTER,
AND SIDEWALK DAMAGED BY CONSTRUCTION IN
KIND PER CITY STANDARD AND PER DETAILS 7
AND 8 ON DRAWING D-01.
DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
15679
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
APPROX EXISTING SURFACE OVERTOP
PIPELINE CENTERLINE, FIELD VERIFY
262
SS
SS
SS
SS
1597 HARBOR BLVD
(APN: 045-282-110)
1593 HARBOR BLVD
(APN: 045-282-120)
1585 HARBOR BLVD
(APN: 045-282-130)
1581 HARBOR BLVD
(APN: 045-282-140)
1573 HARBOR BLVD
(APN: 045-282-150)
1565 HARBOR BLVD
(APN: 045-282-160)
1561 HARBOR BLVD
(APN: 045-282-170)
1557 HARBOR BLVD
(APN: 045-282-010)
1574 HARBOR BLVD
(APN: 045-281-370)
1530 HARBOR BLVD
(APN: 045-281-330)
1549 MOLITOR RD 1541 HARBOR BLVD
(APN: 045-274-380)
1586 HARBOR BLVD
(APN: 045-281-110)
1588 HARBOR BLVD
(APN: 045-281-120)
1592 HARBOR BLVD
(APN: 045-281-140)
150+00
151+00
152+00 153+00
154+00
155+00 155+35.91
MH 452805
STA 150+00.00
RIM ELEV=219.07
N INV 6"=212.26
S INV 6"=215.45
N 2013894.2034
E 6047365.4242
5 MH 452804
STA 152+48.96
RIM ELEV=191.56
N INV 6"=186.23
S INV 6"=186.32
N 2014142.9732
E 6047355.5794
MH 452712
STA 155+35.91
RIM ELEV=165.59
S INV 6"=159.59
NE INV 6"=159.51
N 2014429.6852
E 6047367.2016
HARBOR BLVD
(E) 6" VCP
SLOPE=-10.42%
LENGTH=249 FT
(E) 6" VCP
SLOPE=-9.28%
LENGTH=287 FT
SPOT REPAIR
STA 150+54.30
N 2013948.4609
E 6047363.2770
LENGTH = 5'
2 SPOT REPAIR
STA 153+73.56
N 2014267.4710
E 6047360.6260
LENGTH = 5'
2 HARBOR BLVD - MH 452805 TO MH 452804 TO MH 452712
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
HARBOR BLVD
C-11
MOLITOR RD
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
MH ID
DOWNSTREAM
MH ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
DISTANCE FROM
UPSTREAM MH
MH 452805 MH 452804 150+54.30 54.3'
MH 452804 MH 452712 153+73.56 124.6'
(E) 6" VCP
7 8
8 8
8 8
8 8 8
8 7 8 8 8
9 9
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 3
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY SPOT REPAIR CONSTRUCTION TO
LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE. 25789
1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
263
SS
SS
1680 SUNNYSLOPE AVE
(APN: 045-274-220)
1688 SUNNYSLOPE AVE
(APN: 045-274-230)
1672 SUNNYSLOPE AVE
(APN: 045-274-210)
1666 SUNNYSLOPE AVE
(APN: 045-274-200)
1665 SUNNYSLOPE AVE
(APN: 045-272-180)
1673 SUNNYSLOPE AVE
(APN: 045-272-170)
1681 SUNNYSLOPE AVE
(APN: 045-272-160)
1689 SUNNYSLOPE AVE
(APN: 045-272-150)
160+00
161+00
161+57.84
5 MH 452722
STA 161+57.84
RIM ELEV=193.88
S INV 8"=187.59
N INV 6"=187.59
N 2013940.3794
E 6048100.1194
DEPTH: 6.29'±
MH 452721
STA 160+00.00
RIM ELEV=192.78
NW INV 8"=189.25
SE INV 6"=189.31
N 2013808.7750
E 6048184.0159
DEPTH: 3.47'±
5 SUNNYSLOPE AVE (E) 6" VCP / (N) 8" PVC SLOPE=-1.05% LENGTH=158 FT R304
180190200210
180190
200210
159+90 160+00 161+00 161+70
5 MH 452721
STA 160+00.00
RIM ELEV=192.78
NW INV 8"=189.25
SE INV 6"=189.31
5 MH 452722
STA 161+57.84
RIM ELEV=193.88
S INV 8"=187.59
N INV 6"=187.59
(E) 6" VCP / (N) 8" PVC SLOPE=-1.05%
LENGTH=158 FT
APPROX EXISTING SURFACE OVERTOP
PIPELINE CENTERLINE, FIELD VERIFY
SUNNYSLOPE AVE - MH 452721 TO MH 452722
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
SUNNYSLOPE AVE
C-12
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 452721 MH 452722 160+00.00 161+57.84 158'
1 SUNNYSLOPE AVE PROFILE - MH 452721 TO MH 452722
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
(E) 6" VCP
(E) 6" VCP
7 7
7 7
7 7
7 LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 5
13 13
13 13
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
157
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
7 1
264
SS
SS
SS
1528 SS
1412 ARDEN LN
(APN: 045-204-240)
1408 ARDEN LN
(APN: 045-204-230)
1415 ARDEN LN
(APN: 045-202-320)
1415 ARDEN LN
(APN: 045-202-320)
1528 VINE ST
(APN: 045-202-120)
170+00
171+00
172+00
173+00
174+00
175+00
MH 452032
STA 170+79.90
RIM ELEV=335.53
SW INV 6"=329.94
SE INV 6"=329.35
NW INV 6"=329.51
N 2014257.0230
E 6046259.3583
DEPTH: 6.18'±
MH 452034
STA 170+00.00
N 2014225.2203
E 6046186.0611
MH 452031
STA 171+63.93
RIM ELEV=319.83
NW INV 6"=316.48
E INV 6"=316.48
N 2014192.6667
E 6046313.3889
(DEPTH INFORMATION IS
APPROXIMATE, FIELD VERIFY)
MH 452108
STA 175+00.70
RIM ELEV=277.47
W INV 6"=265.54
SE INV 6"=265.54
S INV 6"=265.54
SW INV 6"=265.54
N INV 6"=265.54
N 2014109.5333
E 6046639.7333
(DEPTH INFORMATION IS
APPROXIMATE, FIELD VERFY)
6" VCP SLOPE=-15.13% LENGTH=337 FT
SPOT REPAIR
STA 171+54.10
N 2014200.1952
E 6046307.0683
LENGTH = 5'
2 SPOT REPAIR
STA 174+97.03
N 2014110.4385
E 6046636.1801
LENGTH = 5'
2 SLOPE=-15.32% 6" VCP LENGTH=84 FT
SS
SS SS
1626 COURTLAND RD
(APN: 045-212-210)
1529 VINE ST
(APN: 045-211-030)
1533 VINE ST
(APN: 045-211-040)
MH 452111 175+00
STA 180+00.00
RIM ELEV=277.50
NW INV 6"=274.12
SW INV 6"=274.12
N 2014027.8000
E 6046776.4666
(DEPTH INFORMATION IS
APPROXIMATE, FIELD VERIFY)
VINE ST
(E) 6" VCP
SLOPE=-5.39%
LENGTH=159 FT
180+00 181+00
MH 452108
STA 181+59.30
RIM ELEV=277.47
W INV 6"=265.54
SE INV 6"=265.54
S INV 6"=265.54
SW INV 6"=265.54
N INV 6"=265.54
N 2014109.5333
E 6046639.7333
(DEPTH INFORMATION IS APPROXIMATE, FIELD VERIFY)
SPOT REPAIR
STA 180+88.10
N 2014073.0044
E 6046700.8434
LENGTH = 5'
2 STA 181+29.28
N 2014094.1309
E 6046665.5003
1 STA 181+59.30
N 2014109.5333
E 6046639.7333
1 20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
ARDEN LN - MH 452032 TO MH 452031 TO MH 452108
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ARDEN LN
C-13
ARDEN LN
ARDEN LN
FOR CONTINUATION, SEE BELOW
ARDEN LN & VINE ST- MH 452111 TO MH 452108
ARDEN LN
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
MH ID
DOWNSTREAM
MH ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
DISTANCE FROM
UPSTREAM MH
MH 452032 MH 452031 171+54.10 74.2'
MH 452031 MH 452108 174+97.03 333.1'
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
MH ID
DOWNSTREAM
MH ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
DISTANCE FROM
UPSTREAM MH
MH 452111 MH 452108 180+88.10 88.1'
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 452111 MH 452108 181+29.28 181+59.30 30.0'
ARDEN LN
FOR CONTINUATION, SEE ABOVE
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP
9 (E) GAS
9 (E) WATER
(E) 6" CIP WATER 9
8 8
(E) 15" CONCRETE SD 9
(E) 6" VCP
13 13
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY SPOT REPAIR CONSTRUCTION TO
LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
125789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
5 265
SS SS
1548 NOTRE DAME AVE
(APN: 044-353-010)
10 NOTRE DAME PL
(APN: 044-353-020)
70 NOTRE DAME PL
(APN: 044-181-610)
1550 NOTRE DAME AVE
(APN: 044-181-010)
200+00 201+00 202+00 202+39.71
5 MH 441801
STA 202+39.71
RIM ELEV=261.36
E INV 6"=254.83
N INV 6"=254.26
S INV 6"=254.25
N 2016883.6679
E 6043111.4520
DEPTH: 7.1'±
MH 441837 (ASSUMED)
STA 200+00.00
RIM ELEV=259.35
W INV 6"=256.00
N 2016817.4717
E 6043341.8383UNKNOWN DEPTH, FIELD VERIFY SPOT REPAIR
STA 200+81.50
N 2016839.9782
E 6043263.5076
LENGTH = 5'
2 (E) 6" VCP
SLOPE=-0.49%
LENGTH=240 FT
SS
SS
SS
SS
365 SOUTH RD
(APN: 044-182-010)
309 MIDDLE RD
(APN: 044-381-020)
305 MIDDLE RD
(APN: 044-181-010)
190+00
191+00
192+00
193+00
194+00
195+00
195+52.50
5 MH 441807
STA 190+00.00
RIM ELEV=283.41
W INV 6"=276.09
E INV 6"=276.08
N 2017627.5265
E 6043579.0544
MH 441806
STA 192+23.48
RIM ELEV=278.86
SW INV 6"=275.03
E INV 6"=275.05
N 2017557.1042
E 6043366.9600
DEPTH: 3.83'±
(E) 6" VCP / (N) 8" PVC SLOPE=-0.64%
LENGTH=147 FT
(E) 6" VCP SLOPE=-1.16% LENGTH=182 FT
STA 191+83.10
N 2017569.8228
E 6043405.2842
1 STA 192+23.48
N 2017557.1042
E 6043366.9600
1 STA 193+91.48
N 2017427.1254
E 6043260.5198
1 STA 194+05.87
N 2017415.9922
E 6043251.4028
1 (E) 6" VCP SLOPE=-0.47% LENGTH=223 FT
MH 441805
STA 194+05.87
RIM ELEV=276.43
SW INV 8"=272.85
NE INV 6"=272.91
SE INV 6"=273.08
N 2017415.9922
E 6043251.4028
DEPTH: 3.58'±
MH 441804
STA 195+52.50
RIM ELEV=278.11
NE INV 8"=271.91
NW INV 6"=271.81
SE INV 6"=271.76
N 2017334.1285
E 6043129.7501
DEPTH: 6.35'±
5
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
NOTRE DAME PL - MH 441837 TO MH 441801
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
SOUTH & MIDDLE RD- MH 441807 TO MH 441806 TO MH 441805 TO MH 441804 20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
SOUTH RD - MIDDLE RD AND NOTRE DAME
PL
C-14
SOUTH RD
MIDDLE RD
NOTRE DAME AVE
NOTRE DAME AVE
NOTRE DAME PL
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
MH ID
DOWNSTREAM
MH ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
DISTANCE FROM
UPSTREAM MH
MH 441837 MH 441801 200+81.50 81.5'
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441807 MH 441806 191+83.10 192+23.48 40'
2 MH 441806 MH 441805 193+91.48 194+05.87 14'
3 MH 441805 MH 441804 194+05.87 195+52.50 147'
1 (E) 6" VCP
(E) 8" VCP
(E) 8" VCP
(E) 6" VCP
7 7
8 8
8 8
8 (E) 2" GAS 9
9 (E) 2" GAS
(E) 6" CIP WATER 9
(E) 2" GAS 9
(E) 6" CIP WATER 9
9 (E) 12" CONCRETE SD
(E) 6" VCP
8 8
(E) 6" VCP
(E) 6" VCP
(E) 6" VCP / (N) 6" PVC
13 13
13 13
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 2
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY SPOT REPAIR CONSTRUCTION TO
LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
125789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
266
11247.85 CP CHSLD X TC
SS SS
SS
E
T
C C
T
T E
MONUMENT WELL
E T E
E T
D MONUMENT WELL
E T C
MONUMENT WELL
T
T
E
MONUMENT WELL
22 COLLEGE VIEW WAY
(APN: 044-372-180)
26 COLLEGE VIEW WAY
(APN: 044-372-170)
30 COLLEGE VIEW WAY
(APN: 044-372-160)
34 COLLEGE VIEW WAY
(APN: 044-372-150)
38 COLLEGE VIEW WAY
(APN: 044-372-140)
18 COLLEGE VIEW WAY
(APN: 044-372-190)
35 COLLEGE VIEW WAY
(APN: 044-372-090)
31 COLLEGE VIEW WAY
(APN: 044-372-080)
27 COLLEGE VIEW WAY
(APN: 044-372-070)
23 COLLEGE VIEW WAY
(APN: 044-372-050)
210+00
211+00 212+00 212+64.21
5 MH 441831
STA 210+94.07
RIM ELEV=251.10
S INV 8"=245.86
E INV 8"=245.83
N 2016896.5394
E 6043836.4426
DEPTH: 5.27'±
5 MH 441832
STA 210+00.00
RIM ELEV=250.46
N INV 8"=246.48N 2016805.3606
E 6043813.3163
DEPTH: 3.98'±
5 MH 441828
STA 212+64.21
RIM ELEV=248.33
W INV 8"=244.82
N INV 6"=244.98
SE INV 6"=244.79
N 2016843.4641
E 6043998.0937
DEPTH: 3.54'±
(E) 6" VCP / (N) 8" PVC
SLOPE=-0.66%
LENGTH=94 FT
(E) 6" VCP / (N) 8" PVC
SLOPE=-0.59%
LENGTH=170 FT
235
240250260
235240250260
209+90 210+00 211+00 212+00 212+75
(E) WATER
STA 210+77
(E) 12" RCP SD
STA 212+28
(E) 8" ACP WATER MAIN
STA 212+32
5 MH 441832
STA 210+00.00
RIM ELEV=250.46
N INV 8"=246.48
5 MH 441831
STA 210+94.07
RIM ELEV=251.10
S INV 8"=245.86
E INV 8"=245.83 5
MH 441828
STA 212+64.21
RIM ELEV=248.33
W INV 8"=244.82
N INV 6"=244.98
SE INV 6"=244.79
12" MIN
12" MIN
(E) 6" VCP / (N) 8" PVC SLOPE=-0.66%
LENGTH=94 FT (E) 6" VCP / (N) 8" PVC SLOPE=-0.59%
LENGTH=170 FT
APPROXIMATE EXISTING SURFACE OVERTOP
PIPELINE CENTERLINE, FIELD VERIFY
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
COLLEGE VIEW WAY - MH 441-832 TO MH 441-831 TO MH 441-828 20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
COLLEGE VIEW WAY
C-15
COLLEGE VIEW WAY
1 1 PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441832 MH 441831 210+00.00 210+94.07 94'
2 MH 441831 MH 441828 210+94.07 212+64.21 170'
COLLEGE VIEW WAY PROFILE - MH 441-832 TO MH 441-831 TO MH 441-828 20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
1 1
7 7 7
7 7
7 7
9 (E) 12" RCP SD
9 (E) 8" ACP WATER
(E) 6" VCP
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 4
13 13
13 13
13 13
13 13
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
1579
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
7 267
SS
SS SS
MONUMENT WELL MONUMENT WELL MONUMENT WELL 230+00 231+00 232+00 232+16.57 5 MH 441812
STA 230+00.00
RIM ELEV=290.25
NE INV 6"=282.07
SE INV 6"=282.15SW INV 6"=282.07
W INV 6"=282.07
NW INV 6"=282.07N 2017370.3143
E 6043948.8338
DEPTH: 8.18'±
5 MH 441811
STA 232+16.57
RIM ELEV=282.40
SW INV 6"=278.94
NW INV 6"=278.94
SE INV 6"=278.94
N 2017565.4835
E 6044042.7132
DEPTH: 3.46'±
STA 231+52.00
N 2017507.2915
E 6044014.7219
1 STA 231+80.50
N 2017532.9748
E 6044027.0760
1 (E) 6" VCP / (N) 6" PVC
SLOPE=-1.45%
(E) 6" VCP
SLOPE=-1.45%
LENGTH=217 FT
SS
SS E
T
T
MONUMENT WELL
T E
T
E T T
T E T
T T E
T
E
T
T
ET
D
MONUMENT WELL
18 PHYLLIS CT
(APN: 044-372-240)
14 PHYLLIS CT
(APN: 044-372-250)
10 PHYLLIS CT
(APN: 044-372-260)
6 PHYLLIS CT
(APN: 044-372-270)
2 PHYLLIS CT
(APN: 044-372-280)
7 COLLEGE VIEW WAY
221+94.84 (APN: 044-183-140)
220+00 221+00
MH 441829
STA 221+94.84
RIM ELEV=262.83
W INV 6"=255.53
S INV 6"=255.53
N 2017076.7019
E 6044074.2127
DEPTH: 7.30'±
(DEPTH INFORMATION IS
APPROXIMATE, FIELD VERIFY)
STA 221+67.20
N 2017085.1170
E 6044047.8838
1 STA 221+94.84
N 2017076.7019
E 6044074.2127
1 (E) 6" VCP
SLOPE=-0.75%
LENGTH=195 FT
(E) 6" VCP /
(N) 6" PVC
SLOPE=-0.75%
5 MH 441830
STA 220+00.00
RIM ELEV=264.83
E INV 6"=256.99
SW INV 6"=257.12
W INV 6"=257.12
N INV 6"=257.24
N 2017136.0199
E 6043888.6207
DEPTH: 7.84'±
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
KORBEL WAY - MH 441-812 TO MH 441-811
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
KORBEL WAY AND PHYLLIS CT
C-16
KORBEL WAY
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441812 MH 441811 231+52.00 231+80.50 29'
PHYLLIS CT - MH 441-830 TO MH 441-829
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
PHYLLIS CT
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441830 MH 441829 221+67.20 221+94.84 28'
9 (E) WATER
8 (E) 6" VCP
(E) 6" VCP 9 (E) WATER
8 8 8 8 7
(E) 8" ACP WATER 9
9 (E) GAS
9 (E) COMM
(E) ELECTRICAL 9
9 (E) ELECTRICAL
9 (E) COMM
9 (E) 12" CONCRETE SD
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1
13 CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING LATERAL IN PLACE.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
15789
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
5 268
SS
SS SS
409 HAINLINE DR
(APN: 044-194-020)
405 HAINLINE DR
(APN: 044-194-030)
416 MIDDLE RD
(APN: 044-194-040)
408 HAINLINE DR
(APN: 044-194-060)
404 HAINLINE DR
(APN: 044-194-050)
408 MIDDLE RD
(APN: 044-194-040)
415 MIDDLE RD
(APN: 044-192-100)
240+00 241+00
242+00
MH 441914
STA 240+00.00
RIM ELEV=249.52
N INV 8"=244.63
S INV 6"=244.91
N 2017840.2171
E 6043995.0780
DEPTH: 4.89'±
5 5 MH 441913
STA 241+61.24
RIM ELEV=215.94
S INV 8"=210.56SE INV 6"=210.56
NW INV 6"=210.93
N 2017992.8527
E 6044047.0313
DEPTH: 5.38'± (E) 6" VCP/ (N) 8" PVC SLOPE=-21.13%
LENGTH=161 FT
2.8'
4.08'
205
210220230
205210220230
240+50 241+00 241+80
230240250260
230240250260
239+90 240+00 240+50
(E) GAS
STA 241+39
(E) WATER
STA 241+31
(E) GAS
STA 240+62
5 MH 441913
STA 241+61.24
RIM ELEV=215.94
S INV 8"=210.56
SE INV 6"=210.56
NW INV 6"=210.93
(E) 6" VCP / (N) 8" PVC SLOPE=-21.13% LENGTH=161 FT
5 MH 441914
STA 240+00.00
RIM ELEV=249.52
N INV 8"=244.63
S INV 6"=244.91
12" MIN
APPROXIMATE EXISTING SURFACE OVERTOP
PIPELINE CENTERLINE, FIELD VERIFY
HAINLINE DR
C-17
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
HAINLINE DR - MH 441814 TO MH 441913
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
HAINLINE DR
MIDDLE RD
FOR CONTINUATION, SEE DRAWING C-18
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441914 MH 441913 240+00.00 241+61.24 161'
1 HAINLINE DR PROFILE - MH 441814 TO MH 441913
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
1 1
7 7
7 7
7 7
(E) WATER 9
9 (E) GAS
(E) GAS 9
(E) 6" VCP
(E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 3
13 13
13 13
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-03.
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY SPOT REPAIR CONSTRUCTION TO
LIMITS SHOWN PER SPECIFICATION SECTIONS
312316 AND 333112 AND PER DETAIL 1 DRAWING
D-01 AND DETAIL 3 DRAWING D-01.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
12579
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
4. LOCATIONS FOR SPOT REPAIRS AND OPEN CUT
REPAIRS ARE APPROXIMATE. FIELD VERIFY PRIOR
TO CONSTRUCTION VIA CURRENT CONTRACTOR
PROVIDED CCTV VIDEOS. NOTIFY THE CITY'S
CONSTRUCTION MANGER IN WRITING OF
DISCREPANCIES BETWEEN FIELD CONDITIONS AND
INFORMATION PRESENTED ON THE PLANS.
GENERAL NOTES
269
SS
SS SS
416 MIDDLE RD
(APN: 044-194-040)
424 MIDDLE RD
(APN: 044-194-050)
415 MIDDLE RD
(APN: 044-192-100)
408 MIDDLE RD
(APN: 044-194-040)
242+00
243+00
MH 441913
STA 241+61.24
RIM ELEV=215.94
S INV 6"=210.56
SE INV 6"=210.56
NW INV 6"=210.93
N 2017992.8527
E 6044047.0313
DEPTH: 5.38'±
(E) 6" VCP
SLOPE=-8.05%
LENGTH=112 FT
STA 242+51.26
N 2017957.6165
E 6044129.8690
1 STA 242+73.25
N 2017949.0065
E 6044150.1105
1 4.08' 5 MH 441912 STA 242+73.25
RIM ELEV=205.73
NW INV 6"=201.54NE INV 6"=201.32
S INV 6"=201.63
N 2017949.0065
E 6044150.1105
DEPTH: 4.41'±
MIDDLE RD
C-18
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
HAINLINE DR - MH 441913 TO MH 441912
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
HAINLINE DR
FOR CONTINUATION, SEE DRAWING C-17
MIDDLE RD
HAINLINE DR
PIPELINE REHABILITATION
METHOD: OPEN CUT CONSTRUCTION
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441913 MH 441912 242+51.26 242+73.25 22'
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING GRAVITY
SEWER BY OPEN CUT CONSTRUCTION TO LIMITSSHOWN PER SPECIFICATION SECTIONS 312316 AND 333112 AND PER DETAIL 1 DRAWING D-01AND DETAIL 3 DRAWING D-01.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 1, 3, OR 4 DRAWING D-02.PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
1579
13 7
(E) 12" CONCRETE SD 9
(E) WATER 9
(E) GAS 9
9 (E) 4" CIP WATER
(E) 6" VCP / (N) 6" PVC (E) 6" VCP
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
OPEN CUT 1
13 5
270
SS
SS
SS
SS
507 DAVEY GLEN RD
(APN: 044-382-060)
(APN: 044-162-170)
515 DAVEY GLEN RD
(APN: 044-382-050)
516 DAVEY GLEN RD
(APN: 044-381-230)
512 DAVEY GLEN RD
(APN: 044-381-220)
508 DAVEY GLEN RD
(APN: 044-381-210)
504 DAVEY GLEN RD
(APN: 044-381-200)
500 DAVEY GLEN RD
(APN: 044-381-190)
300+00
301+00
302+00
303+00
304+00
MH 443820
STA 300+00.00
RIM ELEV=185.42
NW INV 8"=167.89
S INV 6"=167.89
SE INV 6"=168.00
N 2018279.9866
E 6043635.6459
DEPTH: 17.53'±
5 5 MH 443821
STA 301+31.87
RIM ELEV=175.00
SE INV 8"=166.20
N INV 8"=166.17
W INV 6"=166.20
N 2018371.1187
E 6043540.3306
DEPTH: 8.83'±
5 MH 441606
STA 302+71.65
RIM ELEV=173.67
S INV 8"=165.17
NE INV 8"=165.17NW INV 6"=165.30
N 2018503.9765
E 6043583.7817
DEPTH: 8.50'± MH 441605
STA 304+08.68
RIM ELEV=159.34
SW INV 8"=152.79
NE INV 8"=152.71
N 2018623.9046
E 6043650.0559
DEPTH: 6.63'±
5 (E) 6" VCP / (N) 8" HDPE SLOPE=-1.28% LENGTH=132 FT
(E) 6" VCP / (N) 8" HDPE SLOPE=-0.72% LENGTH=140 FT
(E) 6" VCP / (N) 8" HDPE SLOPE=-9.04% LENGTH=137 FT
140150160170
140150160170
303+00 304+00 304+25
160170180190
160170180190
299+90 300+00 301+00 302+00 303+00
(E) 6" CIP WATER MAIN
STA 301+49
(E) UNKNOWN SD
STA 301+19
(E) 6" CIP WATER MAIN
STA 301+14
(E) 6" CIP WATER MAIN
STA 300+78
(E) 6" CIP WATER MAIN
STA 300+29
(E) 27" RCP SD
STA 300+04
(E) 6" CIP WATER MAIN
STA 303+85
(E) WATER
STA 302+60
5 MH 443821
STA 301+31.87
RIM ELEV=175.00
SE INV 8"=166.20
N INV 8"=166.17
W INV 6"=166.20
5 MH 443820 STA 300+00.00
RIM ELEV=185.42
NW INV 8"=167.89
S INV 6"=167.89SE INV 6"=168.00
(E) 6" VCP / (N) 8" HDPE SLOPE=-1.28% LENGTH=132 FT (E) 6" VCP / (N) 8" HDPE SLOPE=-0.72% LENGTH=140 FT
5 MH 441606
STA 302+71.65
RIM ELEV=173.67
S INV 8"=165.17
NE INV 8"=165.17
NW INV 6"=165.30 (E) 6" VCP / (N) 8" HDPE SLOPE=-9.04% LENGTH=137 FT 5 MH 441605
STA 304+08.68
RIM ELEV=159.34
SW INV 8"=152.79
NE INV 8"=152.71
36" MIN, TYP
36" MIN, TYP APPROX EXISTING SURFACE OVERTOP PIPELINE CENTERLINE, FIELD VERIFY DAVEY GLEN RD - MH 443820 TO MH 553821 TO MH 441606
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
DAVEY GLEN RD - 1
C-19
DAVEY GLEN RD
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
3 3
PIPELINE REHABILITATION
METHOD: PIPE BURSTING
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 443820 MH 443821 300+00.00 301+31.87 132'
2 MH 443821 MH 441606 301+31.87 302+71.65 140'
3 MH 441606 MH 441605 302+71.65 304+08.68 137'
* PIPE BURST EXISTING 6" SEWER WITH 8" DIPS DR 17 HDPE PIPE MATERIAL 3 DAVEY GLEN RD PROFILE - MH 443820 TO MH 553821 TO MH 441606 3 3
3 7
7 7
(E) WATER 9
(E) 6" CIP WATER 9
(E) UNKNOWN SD 9
(E) WATER 9
(E) 6" CIP WATER 9
(E) 6" CIP WATER 9
9 (E) 31" PLASTIC SD
(E) 6" VCP
(E) 6" VCP
7 7 7 7
13 13
13 13
LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
PIPE BURSTING 5
13 13 13
13 13
13 CONSTRUCTION NOTES
REPLACE EXISTING 6" VCP SEWER WITH 8" HDPE
SEWER VIA PIPE BURSTING CONSTRUCTION PERSPECIFICATION SECTIONS 333118 333119.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 2 DRAWING D-02.
PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
3579
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
GENERAL NOTES
7 271
SS SS
390 EL CAMINO REAL
(APN: 044-163-070)
200 DAVEY GLEN RD
(APN: 044-163-060)
2 LOMA VISTA LN
(APN: 044-390-320)
8 LOMA VISTA LN
(APN: 044-390-310)
20 LOMA VISTA LN
(APN: 044-390-270) (APN: 117-590-999) 14 LOMA VISTA LN (APN: 044-390-280) 350+00 351+00 351+66.02
5 MH 441603
STA 350+00.00
RIM ELEV=81.09
E INV 8"=75.69
SW INV 6"=75.86
N 2018930.4235
E 6044139.8746
DEPTH: 5.40'±
5 MH 441602
STA 351+66.02
RIM ELEV=61.49
W INV 8"=51.44
NE INV 6"=51.27
N 2018985.0400
E 6044296.6552
(DEPTH INFORMATION IS
APPROXIMATE, FIELD VERIFY)
(E) 6" VCP / (N) 8" HDPE
SLOPE=-14.61%
LENGTH=166 FT
40506070
40 50
60 70
351+00 351+70
60708090
60 70
8090
349+90 350+00 351+00
(E) 24" RCP SD
STA 350+69
(E) 8" CIP WATER MAIN
STA 351+55
5 MH 441603
STA 350+00.00
RIM ELEV=81.09
E INV 8"=75.69
SW INV 6"=75.86
5 MH 441602 STA 351+66.02
RIM ELEV=61.49
W INV 6"=51.44
NE INV 6"=51.27
36" MIN
(E) 6" VCP / (N) 8" HDPE SLOPE=-14.61% LENGTH=166 FT
APPROX EXISTING SURFACE OVERTOP
PIPELINE CENTERLINE, FIELD VERIFY
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
DAVEY GLEN RD - 2
C-20
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
DAVEY GLEN RD - MH 441603 TO MH 441602
DAVEY GLEN RD 3
PIPELINE REHABILITATION
METHOD: PIPE BURSTING
NO. UPSTREAM MH ID DOWNSTREAM MH ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 MH 441603 MH 441602 350+00.00 351+66.02 166'
* PIPE BURST EXISTING 6" SEWER WITH 8" DIPS DR 17 HDPE PIPE MATERIAL 20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
DAVEY GLEN RD - MH 441603 TO MH 441602
(E) 24" RCP SD 9
(E) 8" CIP WATER 9
7 (E) WATER 9
(E) 6" VCP
(E) 6" VCP
7 LATERAL RECONNECTIONS
METHOD NO. OF RECONNECTIONS
PIPE BURSTING 2
13 13
13 13
CONSTRUCTION NOTES
REPLACE EXISTING 6" VCP SEWER WITH 8" HDPE
SEWER VIA PIPE BURSTING CONSTRUCTION PERSPECIFICATION SECTIONS 333118 AND 333119.
REHABILITATE MANHOLE PER TABLE 1 ON
DRAWING D-03.DEMOLISH EXISTING SEWER LATERAL
CONNECTION. INSTALL NEW SEWER LATERALCONNECTION PER DETAIL 2 DRAWING D-02.
PROTECT EXISTING UTILITY IN PLACE.
CONNECT NEW PIPELINE TO EXISTING MANHOLE
PER DETAIL 2 DRAWING D-03.
3579
13 1. LOCATIONS OF EXISTING UTILITIES ARE
APPROXIMATE. LOCATIONS OF WATER AND GAS
SERVICES ARE NOT SHOWN ON THE DRAWINGS BUTSHALL BE ASSUMED AT EACH PROPERTY.
2. PROTECT EXISTING WATER LINES IN PLACE PER
THE WATER SEPARATION CONSTRUCTION
REQUIREMENT NOTES ON DRAWING G-03.
3. SLURRY SEAL ROADWAY PER THE SLURRY SEAL
CONSTRUCTION NOTES ON DRAWING G-02.
GENERAL NOTES
272
SS
SS
SS
none
1070 HARBOR BLVD
(APN: 045-265-100)
1460 6TH AVE
(APN: 045-265-090)
1500 SUNNYSLOPE AVE
(APN: 045-274-010)
1517 SUNNYSLOPE AVE
(APN: 045-271-190)
1051 HARBOR BLVD
(APN: 045-271-200)
1500 6TH AVE
(APN: 045-271-010)
400+00 401+00 402+00 402+82.26
HARBOR BLVD
SDCB 1768STA 400+00.00
RIM ELEV=114.11
E INV 12"=109.45
N 2014892.1482
E 6047303.4774
SDCB 1780STA 402+82.26
RIM ELEV=100.42
W INV 12"=83.57
E INV 18"=83.54
N 2014927.7253
E 6047583.4835
(E) 12" PVC SD
SLOPE=-9.17%
LENGTH=282 FT
6TH AVE SUNNYSLOPE AVE SPOT REPAIR STA 401+77.31 N 2014914.5033 E 6047479.3675 LENGTH = 5' (FIELD VERIFY) 2 SPOT REPAIRSTA 401+84.51
N 2014915.4192
E 6047486.5162
LENGTH = 5' (FIELD VERIFY)
2 90
100110120
90 100110120
399+90 400+00 401+00 401+50
8090
100110
80 90
100110
401+50 402+00 403+00
(E) 8" PVC WATER MAIN
STA 400+18
(E) 6" VCP SEWER MAIN
(ELEVATIONS PER CITY GIS SITE)
STA 402+14
(E) GAS
STA 401+10
SDCB 1768
STA 400+00.00
RIM ELEV=114.11
E INV 12"=109.45
SDCB 1780
STA 402+82.26
RIM ELEV=100.42
W INV 12"=83.57
E INV 18"=83.54
(E) 12" PVC SD SLOPE=9.17% LENGTH=282 FT
STA 401+77.31
STA 401+84.51
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
HARBOR BLVD - SDCB 1768 TO SDCB 1780
HARBOR BLVD
C-21
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
SDCB ID
DOWNSTREAM
SDCB ID
APPROX STATION
(CENTER OF SPOT
REPAIR, FIELD
VERIFY)
APPROX
DISTANCE FROM
UPSTREAM
STORM DRAIN
INLET (FIELD
VERIFY)
SDCB 1768 SDCB 1780 401+77.31 177.3'SDCB 1768 SDCB 1780 401+84.51 184.5'
CONSTRUCTION NOTES
REMOVE AND REPLACE EXISTING STORM DRAIN
BY SPOT REPAIR CONSTRUCTION TO LIMITS
SHOWN.
PROTECT EXISTING UTILITY IN PLACE.
2 12
12 (E) 8" PVC WATER
(E) GAS 12
12 (E) 6" VCP SEWER
273
375
380390400410
375380390
400410
449+90 450+00 451+00 452+00 452+25
(E) 6" VCP SEWER MAIN
STA 450+16
(E) SEWER LATERAL
UNKNOWN ELEVATIONS
STA 450+90
(E) SEWER LATERAL
UNKNOWN ELEVATIONS
STA 451+07
(E) 6" VCP SEWER MAIN
UNKNOWN ELEVATION
STA 451+29
SDCB 3392
STA 452+16.24
RIM ELEV=379.00
NW INV 12"=376.39
S INV 12"=375.92
STA 450+14.54 2
.
STA 451+33.91
JUNCTION BOX 584A
EXISTING ACCESS POINT MANHOLE.
PHYSICAL ACCESS IS TO THIS POINT IS
LIMITED. CIPP LINE TO THIS POINT FROM
DOWNSTREAM AND UPSTREAM ENDS
DI 3383A
STA 450+37.33
RIM ELEV=396.37
SW INV 8"=395.64
N INV 8"=395.64
(SEE PHOTOS 1, 2, 3)
8" NonRCP SD SLOPE=-10.58%
8" VCP SD SLOPE=-10.33%
SDCB 3383
STA 450+00.00
RIM ELEV=403.45
S INV 8"=399.59
JUNCTION BOX 584
STA 450+65.00
RIM ELEV=393.51
NE INV 8"=392.78
SE INV 8"=392.78
(SEE PHOTOS 1, 2, 3)
8" VCP SD SLOPE=-10.32%
14" UNK MATERIAL SD SLOPE=-10.33%
14" CMP SD SLOPE=-10.33%
. 12" PVC Pipe SLOPE=-11.01%
STA 451+64.48
MATERIAL TRANSITION
STA 452+03.87
SZIE AND MATERIAL
TRANSITION
SS SS
SS
2003 MONROE AVE
(APN: 044-054-180)
2005 MONROE AVE
(APN: 044-054-170)
2007 MONROE AVE
(APN: 044-054-160)
2004 MONROE AVE
(APN: 044-053-030)
2006 MONROE AVE
(APN: 044-053-040)
2008 MONROE AVE
(APN: 044-053-050)
2002 LYON AVE
(APN: 044-054-040)
2004 LYON AVE
(APN: 044-054-050)
2006 LYON AVE
(APN: 044-054-200)
1902 MILLER AVE
(APN: 044-055-100)
2001 LYON AVE
(APN: 044-055-080)
450+00
451+00 452+00
MONROE AVE
LYON AVE
(E) 8" NonRCP SD SLOPE=-10.58% LENGTH=37 FT
SDCB 3383
STA 450+00.00
RIM ELEV=403.45
S INV 8"=399.59
N 2018416.1657
E 6040486.7848
SDCB 3392STA 452+20.99
RIM ELEV=380.25
NW INV 12"=376.39
S INV 12"=375.92
N 2018217.1201
E 6040547.8584
SPOT REPAIR
STA 450+14.64
N 2018401.9248
E 6040490.1819
LENGTH = 5' (FIELD VERIFY)
2 DI 3383A
STA 450+37.33
RIM ELEV=396.37
SW INV 8"=395.64
N INV 8"=395.64
N 2018379.8567
E 6040495.4461
(SEE PHOTOS 1, 2, 3)
JUNCTION BOX 584
STA 450+65.00
RIM ELEV=393.51
NE INV 8"=392.78
SE INV 8"=392.78
N 2018357.2668
E 6040479.4564
(SEE PHOTOS 1, 2, 3)
8" VCP SD
SLOPE=-10.32%
LENGTH=69 FT
14" UNK MATERIAL SD
SLOPE=-10.33%
LENGTH=31 FT
14" CMP SD
SLOPE=-10.33%
LENGTH=39 FT
12" PVC SD
SLOPE=-11.01%
LENGTH=17 FT
STA 451+64.48
MATERIAL TRANSITION
STA 452+03.87SIZE AND MATERIAL
TRANSITION 8" VCP SD SLOPE=-10.33% LENGTH=28 FT
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
MONROE & LYON AVE PLAN - SDCB 3383 TO SDCB 3392
MONROE AVE AND LYON AVE
C-22
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
MONROE & LYON AVE PROFILE - SDCB 3383 TO SDCB 3392
PIPELINE REHABILITATION
METHOD: SPOT REPAIR
UPSTREAM
SDCB ID
DOWNSTREAM
SD NODE ID
APPROX
STATION
APPROX
DISTANCE FROM
UPSTREAM
STORM DRAIN
INLET (FIELD
VERIFY)
SDCB 3383 SD NODE 3383A 450+14.64 14.6'
9 PIPELINE REHABILITATION
METHOD: CIPP CONSTRUCTION
NO. UPSTREAM SDCB ID DOWNSTREAM SDCB ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 SD NODE 584 SDCB 3392 450+65.00 452+20.99 156'
CONSTRUCTION NOTES
REMOVE AND REPLACE DAMAGED STORM DRAIN
SEGMENTS BY SPOT REPAIR CONSTRICTION PER
DETAIL 3 DRAWING D-01.
REPAIR EXISTING STORM DRAIN BY CIPP
CONSTRUCTION PER SPECIFICATION SECTIONS
330131 AND 330140. PRIOR TO LINING, INSPECT
PIPELINE BY CCTV VIDEO TO VERIFY PIPELINE
CONDITION AND REPAIRS REQUIRED FOR LINING.
REHABILITATE PIPELINE DEFECTS AS REQUIRED
TO ALLOW FOR CIPP LINING.
EXISTING BURIED STORM DRAIN NODE AND
TERMINUS POINT OF CIPP CONSTRUCTION.
EXPOSE BURIED STORM DRAIN NODE TO ALLOW
FOR CIPP LINING. REPAIR DAMAGE CAUSED TO
THE STORM DRAIN NODE IN KIND POST CIPP
LINING CONSTRUCTION. PROTECT IN PLACE
ADJACENT UTILITIES THAT ARE SHOWN OR MAY
NOT BE SHOWN ON THE PLANS. BACKFILL AND
ROAD REPAIR PER DETAIL 1 DRAWING D-01.EXISTING STORM DRAIN CATCH BASIN AND
DOWNSTREAM TERMINUS POINT OF CIPP
CONSTRUCTION. EXPOSE CONNECTION TO
STORM DRAIN TO ALLOW FOR CIPP LINING.
REPAIR DAMAGE CAUSED TO THE CATCH BASIN
IN KIND POST CIPP LINING CONSTRUCTION.
PROTECT IN PLACE ADJACENT UTILITIES THAT
ARE SHOWN OR MAY NOT BE SHOWN ON THEPLANS.
PROTECT EXISTING UTILITY IN PLACE.
247
1112
4 7
* SITE CONSTRUCTION ACCESS IS LIMITED. PRIOR TO CONSTRUCTION BID THE CONTRACTOR SHALL REVIEW THE
AVAILABLE CCTV VIDEO FILES TO UNDERSTAND THE CONDITION OF THE STORM DRAIN TO BE LINED AND TO QUANTIFY ANY REPAIRS REQUIRED TO THE PIPELINE PRIOR TO LINING. THE BID PRICE FOR CIPP LINING SHALL BE COMPLETE AND INCLUDE THE COST FOR REPAIRS REQUIRED TO INSTALL THE LINER. 12 (E) 6" VCP SEWER
12 (E) SEWER LATERAL
12 (E) 6" VCP SEWER
11 7
11 STA 451+33.91
JUNCTION BOX 584A
EXISTING ACCESS POINT MANHOLE.
PHYSICAL ACCESS IS TO THIS POINT IS
LIMITED. CIPP LINE TO THIS POINT FROM
DOWNSTREAM AND UPSTREAM ENDS
(E) 12" SD
(E) 6" SEWER
4 EXCAVATE NODE AND EXPOSE STORM
DRAIN TO ALLOW FOR CIPP CONSTRUCTION
NOTE: STORM DRAIN ALIGNMENT VARIES, FIELD VERIFY
NOTE: STORM DRAIN SLOPE VARIES, FIELD VERIFY
(E) 6" VCP SEWER 12
JUNCTION BOX 584
PHOTO 1 OF 3
JUNCTION BOX 584
PHOTO 2 OF 3
JUNCTION BOX 584
PHOTO 3 OF 3
DI 584A
PHOTO 1 OF 3
DI 584A
PHOTO 2 OF 3
DI 584A
PHOTO 3 OF 3
274
455
460470480
455460470480
474+90 475+00 476+00
435
440450460
435440450460
476+00 477+00 477+10
(E) 6" VCP SEWER(ELEVATIONS PER GIS CITY OF BELMONT SITE) STA 475+06
SDCB 4247STA 475+00.00
RIM ELEV=479.47
NE INV 8"=475.63
SDCB 4283
STA 476+98.96
RIM ELEV=443.34
SW INV 8"=439.50STA 475+22 VERTICAL AND HORIZONTAL JOG AT THIS POINT SLOPE=-18.16% (E) 8" CMP LENGTH=199 FT
SS
APPROXIMATE LOCATION OF SDCB 4247 FROM GOOGLE IMAGERY TG ELEV=477.37' NE'LY 12" RCP INV=475.63' PHOTOS 4090, 4091, 4092 2334
2331 WOOSTER AVE
(APN: 043-251-200)
2202 CIPRIANI BLVD
(APN: 043-251-190)
2200 CIPRIANI BLVD
(APN: 043-251-370)
2227-2227A THURM AVE
(APN: 043-251-210)
2223 THURM AVE
(APN: 043-251-220)
475+00 476+00 476+98.96
WOOSTER AVE THURM AVE
(E) 8" CMP
SLOPE=-18.16%
LENGTH=199 FT
SDCB 4247STA 475+00.00
RIM ELEV=479.47
NE INV 8"=475.63N 2016962.9112
E 6038599.5631
SDCB 4283STA 476+98.96
RIM ELEV=443.34
SW INV 8"=439.50
N 2017132.9609
E 6038702.8486
STORM DRAIN DIRECTION
CHANGE AT THIS STATION
STA 475+22.00
N 2016981.7145
E 6038610.9839
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
WOOSTER AVE PLAN - SDCB 4247 TO SDCB 4283
WOOSTER AVE PROFILE - SDCB 4247 TO SDCB 4283
WOOSTER AVE
C-23
PIPELINE REHABILITATION
METHOD: CIPP CONSTRUCTION
NO. UPSTREAM SDCB ID DOWNSTREAM SDCB ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 SDCB 4247 SDCB 4283 475+00.00 476+98.96 199'
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
CONSTRUCTION NOTES
REPAIR EXISTING STORM DRAIN BY CIPP
CONSTRUCTION PER SPECIFICATION SECTIONS
330131 AND 330140. PRIOR TO LINING, INSPECT
PIPELINE BY CCTV VIDEO TO VERIFY PIPELINE
CONDITION AND REPAIRS REQUIRED FOR LINING.
REHABILITATE PIPELINE DEFECTS AS REQUIRED
TO ALLOW FOR CIPP LINING.
EXISTING STORM DRAIN CATCH BASIN AND
STARTING OR TERMINUS POINT OF CIPP
CONSTRUCTION. EXPOSE CONNECTION TO
STORM DRAIN TO ALLOW FOR CIPP LINING.
REPAIR DAMAGE CAUSED TO THE CATCH BASIN
IN KIND POST CIPP LINING CONSTRUCTION.
PROTECT IN PLACE ADJACENT UTILITIES THAT
ARE SHOWN OR MAY NOT BE SHOWN ON THE
PLANS.PROTECT EXISTING UTILITY IN PLACE.
4 1112
EXISTING GRADE
12 (E) 6" VCP SEWER
* SITE CONSTRUCTION ACCESS IS LIMITED. PRIOR TO CONSTRUCTION BID THE CONTRACTOR SHALL REVIEW THE AVAILABLE CCTV VIDEO FILES TO UNDERSTAND THE CONDITION OF THE STORM DRAIN TO BE LINED ANDTO QUANTIFY ANY REPAIRS REQUIRED TO THE PIPELINE PRIOR TO LINING. THE BID PRICE FOR CIPP LINING SHALL BE COMPLETE AND INCLUDE THE COST FOR REPAIRS REQUIRED TO INSTALL THE LINER.
STA 475+00 4
NOTE: STORM DRAIN ALIGNMENT VARIES,
FIELD VERIFY
11 4 11
11 11
4 4
275
235
240250260
235240250260
499+90 500+00 501+00
210220230240
210220230240
501+00 502+00
195
200210220
195
200210220
502+00 502+60
(E) 10" VCP SEWER
ELEVATION APPROXIMATE, FIELD VERIFY
STA 502+49
11 SDCB 6002STA 500+00.00
RIM ELEV=261.58
SW INV 12"=257.75
10 SD NODE 505
STA 502+56.07
RIM ELEV=206.50
NE INV 12"=202.66
STA 502+30.20
TRANSITION TO PVC
PIPE VERTICAL AND
HORIZONTAL JOG
AT THIS POINT
STA 501+31.70±
TRANSITION TO CMP
SS
1737 TERRACE DR
(APN: 044-332-220)
2004 ARBOR AVE
(APN: 044-332-210)
2006 ARBOR AVE
(APN: 044-092-240)
500+00 501+00 502+00 502+56.07
TERRACE DR
ARBOR AVESDCB 6002 STA 500+00.00 RIM ELEV=261.58 SW INV 12"=257.75 N 2016176.7265 E 6041516.6035 SD NODE 505STA 502+56.07
RIM ELEV=206.50
NE INV 12"=202.66N 2015945.0208
E 6041407.5960
(E) 12" CMP/PVC/CMP/PVC SD
SLOPE=-21.51%
LENGTH=256 FT
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
ARBOR AVE & TERRACE DR - SDCB 6002 TO SD NODE 505
ARBOR AVE & TERRACE DR PROFILE - STA 475+00 TO 477+00
ARBOR AVE AND TERRACE DR
C-24
PIPELINE REHABILITATION
METHOD: CIPP CONSTRUCTION
NO. UPSTREAM SDCB ID DOWNSTREAM SD NODE ID APPROX UPSTREAM STATION APPROX DOWNSTREAM STATION APPROX LENGTH 1 SDCB 6002 SD NODE 505 500+00.00 502+56.07 256'
20' 10' 0' 10' 20'
SCALE: 1" = 20'
0'
CONSTRUCTION NOTES
REPAIR EXISTING STORM DRAIN BY CIPP
CONSTRUCTION PER SPECIFICATION SECTIONS
330131 AND 330140. PRIOR TO LINING, INSPECT
PIPELINE BY CCTV VIDEO TO VERIFY PIPELINE
CONDITION AND REPAIRS REQUIRED FOR LINING.
REHABILITATE PIPELINE DEFECTS AS REQUIRED
TO ALLOW FOR CIPP LINING.
EXISTING BURIED STORM DRAIN NODE AND
DOWNSTREAM TERMINUS POINT OF CIPP
CONSTRUCTION. EXPOSE BURIED STORM DRAIN
NODE TO ALLOW FOR CIPP LINING. REPAIR
DAMAGE CAUSED TO THE STORM DRAIN NODE IN
KIND POST CIPP LINING CONSTRUCTION.
PROTECT IN PLACE ADJACENT UTILITIES THAT
ARE SHOWN OR MAY NOT BE SHOWN ON THE
PLANS. BACKFILL AND ROAD REPAIR PER DETAIL
1 DRAWING D-01.
EXISTING STORM DRAIN CATCH BASIN ANDUPSTREAM TERMINUS POINT OF CIPP CONSTRUCTION. EXPOSE CONNECTION TO
STORM DRAIN TO ALLOW FOR CIPP LINING.
REPAIR DAMAGE CAUSED TO THE CATCH BASIN
IN KIND POST CIPP LINING CONSTRUCTION.
PROTECT IN PLACE ADJACENT UTILITIES THAT
ARE SHOWN OR MAY NOT BE SHOWN ON THEPLANS.
4 1011
11 10
STA 500+39.00±
TRANSITION TO PVC PIPE
4 4
4 4
* SITE CONSTRUCTION ACCESS IS LIMITED. PRIOR TO CONSTRUCTION BID THE CONTRACTOR SHALL REVIEW THE
AVAILABLE CCTV VIDEO FILES TO UNDERSTAND THE CONDITION OF THE STORM DRAIN TO BE LINED AND TO QUANTIFY ANY REPAIRS REQUIRED TO THE PIPELINE PRIOR TO LINING. THE BID PRICE FOR CIPP LINING SHALL BE COMPLETE AND INCLUDE THE COST FOR REPAIRS REQUIRED TO INSTALL THE LINER. (E) 10" VCP SEWER 12
(E) 12" STORM
DRAIN
(E) 12" STORM
DRAIN
EXISTING GRADE
12" CMP SD
12" PVC SD
12" PVC SD
12" CMP SD 12" CMP SD
12" PVC SD
EXCAVATE NODE AND EXPOSE STORM DRAIN
TO ALLOW FOR CIPP CONSTRUCTION
(E) 12" STORM DRAIN
NOTE: STORM DRAIN SLOPE VARIES, FIELD VERIFY
NOTE: STORM DRAIN ALIGNMENT VARIES, FIELD VERIFY
276
2026 SANITARY
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
NOTE 2
277
SECTION A-A
SECTIONAL ELEVATION
NOTES:
1. NEW MANHOLES SHALL BE
ECCENTRIC WHEREVER
POSSIBLE. EXISTING
MANHOLES ARE CONCENTRIC
UNLESS OTHERWISE NOTED
ON THE PLANS.
2. TAPER "SHELF" 1" PER FOOT
TOWARDS CHANNEL.
3. REFER TO SPECIFICATIONS
FOR MANHOLE PIPE
CONNECTION.
4. IN UNPAVED AREAS, MANHOLE
RIM SHALL BE PLACED
APPROXIMATELY 6" ABOVE
GRADE W/ A 6" CONCRETE
RING TAPERED AT 3:1 SLOPE
FROM THE TOP TO THE
OUTSIDE EDGE OF THE
COLLAR TO THE GROUND
SURFACE.
5. CONE SECTION SHALL MATCH
THE DIMENSIONS OF THE
MANHOLE FRAME AND COVER
ON THE PLANS.
NOTE: D& L FOUNDRY MODEL A-1024 OR APPROVED EQUAL.
36-INCH FRAME AND COVER SHALL BE USED ON ALL NEW
MANHOLES. 24-INCH FRAME AND COVER SHALL BE USED
TO REPLACE EXISTING MANHOLE FRAME AND COVERS.
SECTION
SANITARY
SEWER
(N) MISSION RUBBER COUPLING
WITH STAINLESS STEEL SHEAR
BAND AND 4 STRAPS
(N) 45-DEGREE HDPE FABRICATED
ELECTROFUSION WASTEWATER
SADDLE (N) 45-DEGREE OR (2)
22.5-DEGREE PVC BEND
CONNECTION
(N) SEWER LATERAL (PVC
SDR 26,
OPEN CUT)
4'±
(N) SEWER MAIN
FLOW
2026 SANITARY SEWER AND STORM DRAIN REHABILITATION PROJECT
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-646
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
DETAILS - 2
D-02
278
2026 SANITARY
2025 Gateway Place, Suite 328
San Jose, CA 95110
805-692-6921 | www.mnsengineers.com
TYPE ID REPAIR REQUIREMENT
1 REMOVE EXISTING MANHOLE RUNGS PER DETAIL 8 DRAWING D-02 2 RECHANNEL EXISTING MANHOLE BASE PER DETAIL 1 DRAWING D-03 3 APPLY MORTAR TO MANHOLE INTERIOR (REHABILIATE) SURFACE OF MANHOLE PER DETAIL 8 DRAWING D-02
TABLE 1 - MANHOLE REPAIR REQUIREMENTS
(N) SEWER MAIN
PROTECT IN PLACE (E)
SEWER(S) IF PRESENT
GROUT PLACEMENT
BACK SIDE OF PIPE
(N) CONDITION
1% SLOPE MIN.
(E) CONDITION
FLOW
BONDING AGENT
CLASS 2 CONCRETE VARIES
EXISTING
MANHOLE
6"
ELEVATION
PLAN
DOWEL DET
48"
1% SLOPE, MIN TYP
8"
MIN.
4"
4"
SEE NOTE 2
8"
8"
MIN.
EXISTING
MANHOLE WALL
MANHOLE ADAPTOR WATERSTOP
HYDRAULIC CEMENTITIOUS
NON-SHRINK GROUT
AREA OF MANHOLE WALL TO
BE REMOVED FOR INSERTION
OF NEW PIPE
MIN 1'-0"
MAX 2'-0"
(N) SEWER MAIN
RECHANNEL BASE PER
DETAIL 1, THIS SHEET
4"
MIN.
EXTEND (N) SEWER MINIMUM OF 4".
SEWER SHALL BE VISIBLE FROM
THE STREET SURFACE
(N) PVC SDR 26 SANITARY
SEWER
MANHOLE REPAIR REQUIREMENT TYPE
Number Manhole ID Drawing 1 2 3
1 450922 C-01 x
2 451022 C-01 x
3 451021 C-01 x
4 451020 C-01 x
5 451019 C-01 x
6 7
450913 C-02 x
8 9
10 11
451206 C-02 x
12 451205 C-02 x
13 14
15 450807 C-03 x
16 17
451112 C-04 x
18 451119 C-05 x
19 20
21 450802 C-05 x
22 450817 C-06 x
23 24
450815 C-07
x
25 450814 C-07
x
26 450813 C-06/C-07
x
27 28
29 30
31 32
33 34
451827 C-09 x
35 451826 C-09 x
36 37
452421 C-10 x
38 452401 C-10 x
39 40
452804 C-11 x
41 42
452721 C-12 x
43 452722 C-12 x
452032 C-13 x
441807 C-14 x
441804 C-14 x
441801 C-14 x
441832 C-15 x
441831 C-15 x
441828 C-15 x
441830 C-16 x
441829 C-16 x
441812 C-16 x
441811 C-16 x
441914 C-17 x
441913 C-17/C-18 x
441912 C-18 x
443820 C-19 x
443821 C-19 x
441606 C-19 x
441603 C-20 x
441602 C-20 x
441605 C-19 x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
279
2026 Pavement Rehabilitation Project - Bid Authorization - Staff Report.docx
STAFF REPORT
Meeting Date: June 9, 2026
Agency: City of Belmont
Staff Contact: Daniel Matthews, Public Works, (650)-637-2985, [email protected] Agenda Title: 2026 Pavement Rehabilitation Project – Plans and Specifications Approval, Bid and Construction Award Authorization
Agenda Action: Resolution
Recommendation
Adopt a resolution approving plans and specifications; authorizing advertisement for sealed bids; authorizing the City Manager to execute a construction contract with the lowest responsible and responsive bidder in an amount not to exceed $2,838,828.23, plus a ten percent construction contingency, for the 2026 Pavement Rehabilitation Project (City Contract Number 2026-647).
Strategic Focus Area
Infrastructure and Mobility
Background
Public Works is responsible for maintaining and repairing approximately 70 centerline miles (140 travel lane miles) of streets in the City. To maximize available funding and effectively prioritize selection of pavement segments, the Public Works Department follows best management practices in its pavement preservation program. Funding for the City’s pavement projects is provided through Measure I, a locally controlled half-cent general sales tax approved by voters in November 2016; the Road Maintenance and Rehabilitation Account (RMRA), established under State Senate Bill (SB) 1 and signed into law in April 2017; and Measure W, a 30-year halfcent sales tax passed by San Mateo County voters in July 2019.
On February 27, 2024, the City Council reviewed the current Five-Year Pavement Plan for FY24/25 through FY28/29, which serves as a planning-level document that guides the selection of streets included in annual pavement rehabilitation projects.
The goal of the plan is to improve the City’s overall Pavement Condition Index (PCI) and reduce long-term maintenance costs. Through this current plan, the City’s PCI has improved from 68 (2023) to 71 (2025).
Analysis
As detailed in the current Five-Year Pavement Plan, the 2026 Pavement Rehabilitation Project identified
1.2 centerline miles of roadway for immediate rehabilitation or reconstruction. The following street segments are included in the base bid:
280
2026 Pavement Rehabilitation Project - Bid Authorization - Staff Report.docx By successfully value engineering portions of this project, staff has been able to proactively advance the following streets from the 2027 Pavement Rehabilitation Project to the current bid package as additive bid items, which would allow them to be rehabilitated sooner if budget and schedule allow. Additionally, in collaboration with the Parks Department, the asphalt trail at Hallmark Park is also included as an additive bid item to take advantage of current bid pricing and quantities. These additional street segments will be added to the project if the base bid price of the bids come within the project budget:
Contract work includes pavement rehabilitation or reconstruction and associated improvements such as minor drainage improvements, ADA compliant curb ramps, grade adjustments of manholes and utility boxes, and roadway striping. Pavement treatments include overlay; mill-and-fill (removal and replacement of existing asphalt surface); and full depth reclamation (recycling process that pulverizes and stabilizes existing pavement and a portion of the underlying base to create a new base layer).
The City has conducted outreach to properties within the project limits, including mailed notifications during the design phase and informational outreach during Public Works Week and Earth Day events.
Additional construction notices will be distributed prior to construction, including contractor information, schedule updates, and anticipated traffic impacts.
Although construction is scheduled late in the season, staff anticipates sufficient working days to complete the majority of the base work prior to the onset of the wet weather season. If wet weather conditions occur earlier than expected, bid alternate work may be deferred to the following year, or as weather permits.
The total Engineer’s Estimate is $2,838,828.23, consisting of $1,767,590.25 for base bid items and $1,071,237.98 for bid alternate items. The construction duration is estimated at 125 working days.
Street Name Beginning Location End Location Selected Treatment Current PCI
BROADWAY SIXTH AVENUE SUNNYSLOPE AVENUE Full Depth Reclamation 5 BROADWAY SUNNYSLOPE AVENUE PALOMA AVENUE Mill-and-Fill 6 COLLEGE VIEW WAY SOUTH ROAD END OF TURN-A-ROUND Overlay 19 EL VERANO WAY CHULA VISTA DRIVE MAYWOOD DRIVE Overlay/Mill and Fill 24 FERNWOOD WAY CHULA VISTA DRIVE EL VERANO WAY Overlay 25 KORBEL WAY SOUTH ROAD END OF CUL DE SAC Overlay 18
PALOMA AVE DEAD END VINE ST Overlay 24
PHYLLIS COURT COLLEGE VIEW WA END OF CUL DE SAC Overlay 8 Street Name Beginning Location End Location Selected Treatment Current
PCI
SUNNYSLOPE AVENUE O’NEILL AVE BELMONT-SAN CARLOS
BORDER
Full Depth
Reclamation
10 PROSPECT STREET LANE STREET BELMONT-SAN CARLOS
BORDER
Mill-and-Fill 18
TRAIL AT HALLMARK PARK HALLMARK DR TENNIS COURTS Mill-and-Fill NA 281
2026 Pavement Rehabilitation Project - Bid Authorization - Staff Report.docx The project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301(c), which applies to maintenance, repair, or minor alteration of existing facilities.
Alternatives
1. Do not approve the plans and specifications
2. Refer to staff for additional information
Attachments
A. Resolution
B. Project Plans
C. Project Specifications
Fiscal Impact
☐ No Fiscal Impact
☒ Funding Source Confirmed:
The total estimated construction cost is $2,838,828.23 Funding is budgeted in Capital Improvement Program (CIP) 2026
Pavement Rehabilitation Project No. 3235 (Account No. 399-3- 730-3235-9030) and is supported by multiple sources including RMRA, Measure I, Measure W, and Park Impact Fees for the portion of work at Hallmark Park.
Source: Purpose: Public Outreach:
Staff Council Vision/Priority Posting of Agenda
282
RESOLUTION NO. 2026–
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELMONT
APPROVING PLANS AND SPECIFICATIONS, AUTHORIZING ADVERTISEMENT
FOR SEALED BIDS, AUTHORIZING THE CITY MANAGER TO NEGOTIATE AND
EXECUTE A CONTRACT WITH THE LOWEST RESPONSIBLE AND RESPONSIVE BIDDER FOR AN AMOUNT NOT TO EXCEED $2,838,828.23 PLUS A TEN PERCENT CONSTRUCTION CONTINGENCY FOR THE 2026 PAVEMENT REHABILITATION PROJECT, CITY CONTRACT NUMBER 2026-647.
WHEREAS, the Department of Public Works has prepared plans and specifications for the 2026 Pavement Rehabilitation Project, CCN 2026-647; and, WHEREAS, the project is categorically exempt from the California Environmental Quality Act (CEQA) under the CEQA Section 15301(c) because the project performs maintenance, repair or minor alteration of existing facilities; and, WHEREAS, the project was budgeted from the Account Number 399-3-730-3235-9030 (2026 Pavement Rehabilitation Project).
NOW, THEREFORE, the City Council of the City of Belmont resolves as follows:
SECTION 1. Approves plans and specifications, authorizes the advertisement for sealed bids, and authorizes the City Manager to negotiate and execute a contract with the lowest responsible and responsive bidder for an amount not to exceed $2,838,828.23 plus a ten percent construction contingency for the 2026 Pavement Rehabilitation Project, City Contract Number 2026-647:
* * *
ADOPTED June 9, 2026 by the City of Belmont City Council by the following vote:
Ayes:
Noes:
Absent:
Abstain:
283
ATTEST:
City Clerk Mayor
APPROVED AS TO FORM:
City Attorney
284
CITY OF BELMONT
CONTRACT DOCUMENTS
2026 PAVEMENT REHABILITATION
PROJECT
City Contract Number 2026-647
Approved by ___________________________________
DENNY PHAN, PE – City Engineer
285
INVITATION FOR SEALED BIDS
The City of Belmont invites sealed bids for public project construction described as: 2026 Pavement Rehabilitation Project, CITY CONTRACT NUMBER 2026-647. The public project construction is more specifically defined in the Contract Documents, but generally includes the following items of work:
pavement rehabilitation, minor drainage improvements; and other items as identified in the Contract Documents (the “Work”).
1. SOURCE OF PROJECT FUNDS: This Project DOES NOT involve federal funds.
2. PRE-BID CONFERENCE: None
3. BID SUBMITTAL, WITHDRAWAL, IRREVOCABILITY: Bids must be submitted on the bid forms supplied by the City. The Contractors are requested to drop off sealed proposals at the EOC room (Suite 210) at the Belmont City Hall located at 1 Twin Pines Lane, Belmont, CA 94002 (hereinafter the City) on July 8, 2026, between 11:00 AM – 12:00 PM local time. Any mailed delivery of sealed bid proposals must be confirmed with the City of Belmont, City Clerk’s Office at (650) 595-7414, [email protected] The Bids will be publicly open at 11:00 AM on July 8, 2026 (“Bid Deadline”), at the EOC Room (Suite 210). Bids received after the bid deadline will not be accepted. It is the bidder’s responsibility to ensure that its bid package is duly delivered. Bidders are solely responsible for the cost of preparing their bids. No bidder may withdraw its bid for a period 60 days after the date set for bid opening, except as provided in Public Contract Code Section 5101 et seq.
4. ENGINEER’S ESTIMATE: The Engineer’s estimated total construction cost for this Contract is $2,838,828. This estimate is intended to serve merely as a guideline of the magnitude of work.
Neither the bidders nor the contractor shall be entitled to claims because of any inaccuracy in the estimated cost range.
5. CONTRACT TIME; LIQUIDATED DAMAGES: The construction Work is to be completed within a total of 125 working days including work under bid alternate after the date specified in the City’s Notice to Proceed. The City will assess liquidated damages in the amount of $4,500 for each and every working day of delay in finishing the work in excess of the contract time.
6. REQUIRED CONTRACTOR’S LICENSE(S): Under Business & Professions Code Section 7028.15 and Public Contract Code Section 3300, all bidders must possess proper licenses for the performance of the work contemplated by the Project except as provided herein. Failure to possess the specified license(s) at the time of bidding will render the bid non-responsive. Contractors must possess a valid California class A contractor’s license for this contract. Firms bidding as a joint venture or bidding must secure a joint venture license before award of this contract. Firms bidding on projects involving federal funds must secure a license before award of this contract.
7. DEPARTMENT OF INDUSTRIAL RELATIONS REGISTRATION REQUIRED: As provided in Labor Code Section 1771.1, the Bidder and all subcontractors listed on the bid proposal must be registered with the Department of Industrial Relations under Labor Code section 1725.5 at the time the bid is submitted, except as provided herein. Failure to be timely registered will render the bid non-responsive. If submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or for a Project involving federal funds, the Bidder’s registration may be secured up to the time of contract awarded. No contractor or subcontractor may be awarded a contract 286
for the project unless registered with the Department of Industrial Relations under Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
8. CONTRACT DOCUMENTS: Bidders may obtain the bidding documents including and Specifications in electronic format at Peninsula Builders Exchange, or local Plan Rooms. Hard copy bid documents are not available at this time.
9. BONDS AND INSURANCE: Bid security in the amount of ten percent (10%) of the Bid Amount must accompany the Bid in accordance with Public Contract Code Section 20170. After award of the contract, the successful bidder must provide security for faithful performance and labor and materials (payment bond) as well as proof of insurance, in accordance with the requirements set forth in the Contract Documents. Bonds must be executed by a surety possessing a valid certificate of authority issued by the California Department of Insurance.
10. SECURITIES SUBSTITUTION: At the request and expense of the Contractor to whom the Contract is awarded, securities in a form approved by the City will be permitted in substitution for money withheld by the City to ensure performance under the Contract, as provided in Public Contract Code Section 22300.
11. PREVAILING WAGE: This project is a public work under Labor Code Section 1770, et seq., and the successful bidder will be required to comply with certain labor standards and employment requirements including payment of the prevailing wage rates in effect on the date this Invitation for Sealed Bids was first published. Copies of the prevailing wage rates can be viewed at:
http://www.dir.ca.gov/DLSR/PWD/ and are on file with the Engineer at the address identified below, and shall be made available to any interested party upon request.
12. SHORING AND BRACING: If the construction involves trenches or open excavations, which are five feet or deeper, each bid submitted in response to this Invitation for Sealed Bids must contain, as a bid item adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life and limb in trenches and open excavation which shall conform to applicable safety orders, as required by Labor Code Section 6707.
13. SPECIFIC BRAND NAME MATERIALS: None
14. WAIVER OF IRREGULARITIES. The City reserves the right, in its sole discretion, to reject any or all Bids, to waive minor irregularities or defects in bidding and to reject nonconforming, nonresponsive or conditional bids.
INQUIRIES: If any bidder has questions regarding this Project, contact the Engineer: Daniel Matthews, One Twin Pines Lane, Suite 385, Belmont, CA 94002, Phone: (650) 637-2985, [email protected]. Any questions addressing the interpretation or clarification of the Contract Documents shall be in writing.
287
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 1 of 9
INSTRUCTIONS TO BIDDERS
1. OBTAINING COPIES OF CONTRACT DOCUMENTS
1.1. Bidders may obtain complete sets of the Contract Documents, at the location designated in the Invitation For Sealed Bids, for the purchase sum stated therein.
1.2. Each bidder shall use a complete set of Contract Documents in preparing its bid.
1.3. The Contract Documents are more particularly defined in the Construction Agreement.
1.4. The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.
2. INTERPRETATION OR CORRECTION OF CONTRACT DOCUMENTS
2.1. Bidder must, before submitting its Bid, carefully study and compare the components of the Contract Documents and must examine the Project Site, the conditions under which the Work is to be performed, and the local conditions.
2.2. In the event Bidder has any question as to the meaning of any part of the Contract Documents, or Bidder finds any error, omission, inconsistency, or ambiguity in the Contract Documents, Bidder must make a written Request for Clarification before submitting its Bid. Requests for clarification or interpretation of the Contract Documents must be addressed only to the Engineer. It is the Bidder’s responsibility to ensure that any such request is submitted to the City in a timely manner, in order to allow the City to issue a written Addenda.
2.3. If necessary, the City will make clarifications, interpretations, corrections, and changes to the Contract Documents by Addenda issued as provided in Section 4 of these Instructions to Bidders, below.
2.4. Purported clarifications, interpretations, corrections, and changes to the Contract Documents made in any other manner are not binding on the City, and Bidders may not rely upon them.
2.5. The plans and specifications, including drawing, plans, maps, diagrams and other graphic representations of the project, show conditions as they are believed by City to exist on the site, but the conditions shown do not constitute a representation by City that they actually exist. Utilities (underground or above-ground), buildings, structures and other improvements may be within or adjacent to the project site. These may or may not be included in the project’s plans and specifications.
2.6. Submission of a bid shall constitute a representation by bidder that they have visited and examined the project site, and examined the plans and specifications. Bidder is relying on their own examination and knowledge of the site and plans in making their bid and not on any representation by City. No 288
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 2 of 9
claim for additional compensation shall be allowed that is based upon a failure to examine or lack of knowledge of the work site or contract documents.
3. PREFERENCE FOR MATERIALS
3.1. In accordance with Public Contract Code Section 3400, except as otherwise specified on the Invitation for Sealed Bids, the City will not limit the bidding, directly or indirectly, to any one specific concern. Whenever any particular material (including product, thing, equipment, or service) is indicated in the Contract Documents by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal.” A listing of materials is not intended to be comprehensive, or in order of preference.
3.2. Unless a successful bidder (the Contractor) submits a request for substitution of “equal” materials in accordance with the requirements of the Contract Documents, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount and within the Contract Time.
4. ADDENDA
4.1. Addenda will only be issued in writing. The City will make reasonable efforts to deliver Addenda to all Bidders who are known by the City to have received a complete set of Contract Documents and who have provided a delivery address for receipt of Addenda.
4.2. Each Bidder shall be responsible for ascertaining, prior to submitting its Bid, that it has received all issued Addenda. City makes no guarantee that all Bidders will receive all the Addenda. Copies of Addenda will be made available for inspection at the office where Contract Documents are on file for inspection, as indicated on the Invitation for Sealed Bids.
4.3. Addenda withdrawing the Invitation for Sealed Bids or postponing the Bid Deadline may be issued any time before the Bid Deadline. However, if any Addenda results in a material change (addition or deletion) to the Contract Documents, the Bid Deadline will be extended by the City by not less than 72 hours, as provided in Public Contract Code Section 4104.5.
4.4. Each Bidder must acknowledge receipt of all Addenda on the Bid Form. Failure to acknowledge receipt of Addenda may render the bid non-responsive.
5. FILLING IN BID FORMS BY BIDDERS
5.1. All bids must be prepared on the forms provided by the City and submitted in accordance with these Instructions to Bidders. The documents required to be submitted in the bid package are as follows:
Bid
Equal Employment Opportunity Certification (Federal funded projects only) 289
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 3 of 9
Bidder’s Non-collusion Affidavit
Debarment and Suspension Certification
Bidder’s Security
Bidder’s Statement of Responsibility
Any other information required by the Invitation For Sealed Bids
5.2. All blanks on the Bid Forms shall be filled in by typeface or printed legibly in ink.
5.3. Interlineations, alterations, and erasures must all be individually initialed by the Bidder.
5.4. Bidder shall acknowledge receipt of all Addenda on the Bid.
5.5. Bidder shall not modify or qualify the Bid Forms in any manner.
5.6. The Bid Forms shall be signed by a person or persons legally authorized to bind Bidder to the Contract. The individuals signing each document must warrant that they are authorized to bind the legal entity of the Bidder.
6. DESIGNATION OF SUBCONTRACTORS
6.1. The Bidder must comply with the Subletting and Subcontracting Fair Practices Act as set forth in Public Contract Code Section 4100 et seq. (hereinafter referred to as the “Subcontracting Act”). Any reference in these Contract Documents to the requirements of the Subcontracting Act are for the Bidder’s reference, and do not limit the Bidder’s or Contractor’s obligations under law.
6.2. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.
6.3. The Bidder must list, in the Bid:
The name and location of the place of business of each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the Work for this Project, or a subcontractor licensed by the State of California who, under subcontract to the Bidder, specially fabricates and installs a portion of the Work or improvements according to detailed drawings contained in the plans and specifications, in an amount in excess of the minimum threshold of the Subcontracting Act. Generally, the minimum threshold is one-half of one percent (0.5%) of Bidder’s Bid Amount; however, if the contract is for the construction of streets (including highways or bridges), the minimum threshold is the greater of: (a) onehalf of one percent (0.5%) of Bidder’s Bid Amount, or (b) ten thousand dollars ($10,000).
The portion of the Work which will be done by each subcontractor described in Instructions To Bidders subsection 6.3.1.
290
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 4 of 9
6.4. The Bidder must list only one subcontractor for each portion of the Work as is defined by the Bidder in the Bid.
6.5. The Bidder must not list any subcontractor who is ineligible under Labor Code Sections 1777.1 and 1777.2, and Public Contract Code Section 6109.
6.6. The Bidder is subject to the penalties set forth in the Subcontracting Act if the Bidder lists in its Bid another contractor who will in turn sublet portions constituting the majority of Work covered by the prime contract.
6.7. If the Bidder fails to specify a subcontractor, or if the Bidder specifies more than one subcontractor for the same portion of the Work, the Bidder agrees that it is fully qualified to perform that portion itself, and that the Bidder must perform that portion itself.
6.8. If, after award of the Contract, the successful Bidder (“Contractor”) subcontracts, except as provided in the Subcontracting Act, the Contractor is subject to the penalties set forth in the Subcontracting Act. If the Contractor violates any provisions of the Subcontracting Act, the Contractor violates the Contract and the City may either cancel this Contract or assess a penalty to the Contractor in accordance with the terms of the Subcontracting Act.
7. BID SECURITY
7.1. Each Bid shall be accompanied by Bid Security, in the amount of ten percent (10%) of the Bid Amount, as security for Bidder’s obligation to enter into a Contract with the City on the terms stated in the Bidding Documents. Bid Security shall be in one of the following forms: cash, a cashier’s check made payable to the City of Fremont, a certified check made payable to the City of Belmont, or a Bid Bond executed by an admitted surety insurer in the form contained in the Bidding Documents.
7.2. If a Bid Bond is submitted, and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney shall be affixed to the Bid Bond. The surety issuing the Bid Bond shall meet the requirements set by California law.
7.3. The City reserves the right to retain the Bid Security of all bidders until the occurrence of one of the following:
The successful Bidder has properly and timely executed and submitted all items required by Instructions To Bidders Section 13, including the Agreement.
The time period for the City’s review of Bids as specified in Instructions To Bidders Section 9 has expired.
The Bids have been rejected by the City.
8. SUBMISSION OF BIDS
8.1. All Bid Forms (using the forms supplied by the City, as defined in Instructions to Bidders Section 5), including all documents required to be submitted with the Bid, shall be enclosed in a sealed opaque 291
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 5 of 9
envelope with the following address and identification on the face. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope. (Name of Bidder)
Sealed Bid Proposal for City Contract No. 2026-647
2026 Pavement Rehabilitation Project
City of Belmont
8.2.Bids may be mailed or delivered by messenger. It is the Bidder’s responsibility alone to ensure that the Bid is received at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids. Any Bid received after the exact time of the Bid Deadline will be returned unopened.
8.3.Oral, telephonic, facsimile, telegraphic, or electronically transmitted Bids are invalid and will not be accepted.
9. WITHDRAWAL OF BIDS
9.1. After a Bid is received by the City, the Bid may be withdrawn only by a written request signed by the Bidder. In order to cause a withdrawal of the Bid, the request must be received by the City at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids.
9.2. No oral request for withdrawal will be considered. No oral or written request for modification will be considered.
9.3. The withdrawal of a Bid shall not prejudice the right of the Bidder to submit a new Bid, provided the new Bid is submitted in accordance with these Bidding Requirements.
9.4. After the Bid Deadline, a bidder may not withdraw its bid for a period of at least sixty (60) calendar days following the Bid Deadline, subject to the exceptions stated in this section 9.
The sixty (60) day review period may be extended upon the written request by the Engineer, and written approval by the affected Bidders.
If a bidder is not the low monetary bidder, a bidder may make a written request (no earlier than five working days after the Bid Opening) for an early release of bid security. The Engineer is authorized to release a bidder’s bid security if the Engineer determines, in his/her sole discretion, that the bid is not likely to be recommended to the Awarding Body for award (based on the dollar amount of the bid in excess of the estimated project cost, or based on the number of responsive bidders with a lower monetary bid).
9.5. A Bidder shall be permitted to withdraw a Bid after the Bid Deadline only if the Bidder establishes, to the satisfaction of the Engineer, all of the elements identified in Public Contract Code Section 5103, including the following:
A clerical error was made by the Bidder in filling out the Bid; and the error was not due to error in judgment or to carelessness in inspecting the site of the Work, or in reading the plans or specifications.
292
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 6 of 9
The clerical error caused the Bid to be materially different than the Bidder intended the Bid to be.
The Bidder gave the City written notice within five working days, excluding Saturdays, Sundays, and state holidays, after the opening of the Bids of the mistake, specifying in the notice in detail the nature of the mistake and how the mistake occurred.
10. BID OPENING AND REVIEW OF BIDS BY THE CITY
10.1. Bids submitted in accordance with the requirements of the Bidding Documents, and received on or before the Bid Deadline in accordance with the requirements of the Invitation for Sealed Bids, will be opened publicly, and the dollar amounts of each bid will be read aloud.
10.2. The City reserves the right to:
reject all Bids;
reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way incomplete or irregular; and, waive irregularities in a Bid, and to award the Contract to the Lowest Responsible Bidder (as determined by the City), only if the irregularities are non-material and inconsequential.
11. CITY’S DETERMINATION OF LOWEST RESPONSIBLE BIDDER
11.1. The term “Lowest Responsible Bidder” means the “Lowest Monetary Bidder” whose Bid is “responsive,” and who is “responsible” to perform the Work required by the Contract Documents, as those terms are defined by State law, including Public Contract Code Sections 20161, et seq, and 22030 et seq. This Section 11 summarizes the procedure by which the City will determine the “Lowest Responsible Bidder” in accordance with State law.
11.2. The City shall determine the “Lowest Monetary Bidder” on the basis of the Bid Amount, in accordance with the calculation criteria set forth on the Bid.
11.3. After the “Lowest Monetary Bidder” has been determined, the Lowest Monetary Bidder’s Bid will be evaluated by the Engineer in order to determine whether or not that Bid is “responsive.” The term “responsive” is defined by State law, but generally means that the Bid has been prepared and submitted in accordance with the requirements of the Bidding Requirements.
11.4. If the Lowest Monetary Bidder’s Bid is responsive, that Bidder’s qualifications will be evaluated by the Engineer to determine whether or not the Bidder is “responsible” to perform the Work required by the Contract Documents. The Engineer shall review “responsibility” of Bidders based upon the City’s analysis of the information submitted on the Bidder’s Statement of Responsibility (as a part of the Bid Forms) in accordance with the criteria set forth in Instructions To Bidders Section 12.
11.5. If the Engineer finds that the Lowest Monetary Bidder submitted a responsive Bid, and that the Bidder is responsible, then that Bidder will be deemed the apparent “Lowest Responsible Bidder”.
11.6. If the Engineer finds that the Lowest Monetary Bidder’s Bid is not responsive, or that the Lowest Monetary Bidder is not responsible, then the Engineer may review the responsiveness and 293
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 7 of 9
responsibility of the next Low Monetary Bidder. If the Engineer finds that the next Low Monetary Bidder is responsive and responsible, then that next Low Monetary Bidder shall be deemed the apparent “Lowest Responsible Bidder. This process may continue until the Engineer finds the Lowest Monetary Bidder which is also responsive and responsible. In the event that one or more Low Monetary Bidders are found by the Engineer to be non-responsive or non-responsible, those Bidders will be given notice and a reasonable opportunity to present additional relevant evidence to the Engineer, within five working days after the Bidder receives the notice.
11.7. No Bid shall be binding upon the City until after the Contract is signed by both the Contractor and the City. The City may investigate the responsibility and qualifications of all Bidders to whom the award is contemplated for a period not to exceed sixty (60) days after the Bid opening. The sixty (60) day review period may be extended upon the written request by the Engineer and written approval by the affected Bidders.
11.8. Bid Protest. The City will issue a Notice of Intent to Award before the actual award. Any Bid protest must be submitted in writing to the Engineer before 5:00 p.m. of the fifth (5th) calendar day following posting of a Notice of Intent to Award for Construction in the City Hall Lobby. City will use reasonable efforts to deliver by email a copy of the Notice of Intent to Award to all Bidders who submitted Bids and provided an email address no later than one working day after its issuance, although any delay or failure to do so will not extend the Bid protest deadline described above. The following conditions will apply to all protests.
The initial protest document must be in writing, contain a complete statement of the legal ground for the protest; all the relevant facts to the protest; and the form of relief requested and the legal basis for such relief.
The protest must refer to the specific portion of the document that forms the basis for the protest.
The protest must include the name, address and telephone number of the protesting party or the person representing the protesting party. If an email address is available, it should also be included.
The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest.
The procedure and time limits set forth in this paragraph are mandatory and are Bidders sole and exclusive remedy in the event of Bid protest. Bidders failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings. A Bidder may not rely on a protest submitted by another Bidder, but must timely pursue its own protest. The City will respond to any properly submitted protest within fifteen (15) calendar days and shall provide a hearing to the protesting bidder but only if the hearing is requested by the protesting bidder in the protest. The City’s decision on the protest shall be final.
294
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 8 of 9
12. CITY’S DETERMINATION OF RESPONSIBILITY
12.1. The term “responsible” is defined by California law, but generally means that the Bidder is able to demonstrate that it possesses: (1) the capacity to perform the Work required by the Contract Documents with respect to financial strength, resources available, and experience; and (2) the integrity and trustworthiness to complete performance of the Work in accordance with the Contract Documents.
The City may consider the following factors, in relation to the Work to be performed for this Project, in determining whether nor not a Bidder is “responsible”:
Demonstrated financial strength including, but not limited to, resources available, bonding capacity, and available insurance.
Demonstrated safety record including, but not limited to, Experience Modification Rate.
Successful completion of projects of similar scope and size. In reviewing this factor, the City may consider elements including, but not limited to, contract amount of completed projects, experience on public works projects, experience implementing prevailing wage certified payroll requirements, timeliness of performance, and, if necessary, evaluation of Bidder’s work by previous cities, clients, design professionals, or subcontractors.
Sufficiency of contract administration and construction management systems including, but not limited to, proposed scheduling tools, proposed subcontract forms, proposed progress payment applications, and proposed certification of payroll documents.
History of claims, litigation, and termination or disqualification from projects.
12.2. The City will make its determination of responsibility based upon information submitted by Bidders contained in the “Bidders Statement of Responsibility,” included in the Bid Forms, and, if necessary, interviews with previous cities, clients, design professionals, or subcontractors with whom the Bidder has worked. If a non-responsive or non-responsible Bidder submits additional evidence pursuant to Instructions To Bidders Section 11, then that additional evidence shall be considered by the Engineer in making a determination of the Lowest Responsible Bidder.
13. AWARD OF CONTRACT
After the determination as to which Bidder is the Lowest Responsible Bidder, the City will issue a Notice of Award to the Lowest Responsible Bidder. No contractor or subcontractor may be awarded a contract for the project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations under Labor Code section 1725.5. Within seven (7) calendar days after receipt of the Notice of Award, Bidder shall submit to the City all of the following properly signed items:
Two originals of the Agreement signed by Bidder.
Documentation of authority of individual or individuals to sign the Agreement on behalf of Bidder.
The Improvement Security required by Agreement Section 13.
Proof of Insurance required by Agreement Section 14.
295
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 9 of 9
Documentation of payment of City of Belmont business tax as provided in Agreement Section
12. Copy of Contractor’s State Contractor’s License.
Identification of Contractor’s Authorized Representative required by Agreement Section 6.
For joint ventures, proof of Department of Industrial Relations Registration for the Contractor and each subcontractor.
14. FORFEITURE OF BID SECURITY
In the event that Bidder does not properly and timely execute and submit the items set forth in subsection 13.1, above, the Bid Security shall be forfeited to the City and the City may award the Contract to next Lowest Responsible Bidder. The forfeited Bid Security may be utilized by the City in accordance with Public Contract Code Sections 20170 through 20174. 296
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 1 of 14
BID
BID TO: Belmont City Clerk
One Twin Pines Lane
Belmont, California 94002
BID FROM: _______________________________________________________________________ Insert Full Legal Name of Bidder (Firm Submitting Bid)
NOTE: All portions of these Bid Forms (including the Bid, Bidder’s Non-Collusion Affidavit, Bidder’s Statement of Responsibility, and Bid Bond or alternative bidder’s security) must be properly completed, signed, and submitted with the Bid. Failure to do so may result in the Bid being deemed non-responsive by the City.
SCOPE OF BID. Bidder hereby offers to furnish for the above referenced Project all labor (including supervision), materials and equipment (whether or not permanent or temporary, and whether or not actually incorporated into the Work), utilities (including water, sanitary facilities, electricity, fuel, light, heat, and telephone), tools, transportation, and services necessary to complete the Work on this Project in accordance with the Contract Documents and to complete all requirements of the Contract Documents for the amounts quoted in this Bid (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), as modified pursuant to the terms of the Contract Documents. Bidder will not withdraw its Bid for at least sixty (60) calendar days after the Bid Deadline, unless otherwise extended by the written agreement of the City and Bidder. If Bidder is selected as the Lowest Responsible Bidder, Bidder shall, within seven (7) calendar days after receipt of Notice of Award, sign and deliver to the City all documents identified in Section 13 of the Instructions to Bidders (including the Agreement, performance bond, payment bond, and proof of insurance). Time is of the essence. If awarded the Contract, Bidder agrees to complete the Work within the time specified in the Invitation For Sealed Bids.
ADDENDA. Bidder shall insert, in the blank lines below (or additional pages, if needed), each Addenda received by the Bidder, and incorporated herein by reference into this Bid.
Bidder hereby acknowledges receipt of the following Addenda (Addendum No. and Date Issued):
Addendum No. Date Issued
_________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ 297
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 2 of 14
BID AMOUNT.
3.1.Estimated Quantities. Since the amounts identified in the Bid Spreadsheet (Section 4, below) are estimates for the purpose of comparing bids, the City reserves the right to increase or decrease the quantities to reflect the actual amount of work to be performed by the Contractor in accordance with the requirements of the Contract Documents.
3.2.Unit Price Bids. For each bid item identified in the Bid Spreadsheet (Section 4, below), the Bidder shall provide a bid item unit price and a bid item extension (bid item unit price multiplied by bid item estimated quantity equals bid item extension). In case of a math error or ambiguity, bid item unit prices shall prevail over the bid item extensions.
3.3.Total Bid Amount. The Bidder shall identify the Total Bid Amount, which shall equal the sum of all bid item extensions and bid alternates. The total bid amount shall include the total of all bid schedules. In case of a math error or ambiguity, bid item extensions shall prevail over the Total Bid Amount. The Total Bid Amount shall be the total dollar amount bid by the Bidder, for the Bidder’s performance of all Work in accordance with the Contract Documents (and payment of all Bidder’s costs required therefor, whether or not specifically identified herein). The Total Bid Amount may also be referred to in the Contract Documents as the Contract Amount.
3.4.Basis of Award. The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. The lowest Bid will be determined on the basis of the Total Bid Price plus Alternates. City reserves right to award Alternates in any order or none at all based upon available funding.
3.5.Alternate Bids. Alternate bids proposed by the Bidder will be considered by the City.
BID SPREADSHEET. Bidder hereby offers to provide to the City the Work required by the Contract Documents (as defined in Agreement Section 2), for the amounts quoted in this Bid, as follows. Bidder shall complete bid schedule, the total bid amount shall constitute the total of all Bid Item Extensions.
298
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 3 of 14
BASE BID - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1 Mobilization TS 2-3 LS 1
2 Traffic Control TS 3-2 LS 1
3 Storm Water Pollution Control
Program TS 4-3 LS 1
4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
5 3/8" HMA (Type A) PG 64-10 TS 10-4 TN 474
6 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 2,159
7 Cold Plane 4" TS 11-3 SF 6,263
8 Cold Plane 5" TS 11-3 SF 10,918
9 Keycut A1 (6', 1-3/4") TS 11-3 LF 6,750
10 Keycut A2 (8', 1-3/4") TS 11-3 LF 1,640
11 Keycut B1 (20', 2-1/4") TS 11-3 LF 284
12 Remove & Replace 4" HMA TS 12-4 SF 17,550
13 Remove & Replace 8" HMA Over
Shalllow Utilities TS 12-4 SF 378
14 HMA Conform TS 12-4 SF 7,152
15 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 2,080 16 Pulverize 12", Remove & Dipose of
4" Pulverized Material TS 14-4 SF 10,365
17 Cement Treat 8" Subgrade, Tim to
Top of Subgrade TS 14-4 SF 10,365
18 Cement TS 14-4 TN 26
19 Place & Compact 3" Decomposed
Granite TS 15-4 SF 30
20 Install Detectable Warning Surface TS 17-4 SF 329
21 Remove & Replace PCC
Sidewalk/Ramping Surface TS 17-4 SF 4,413
22 Remove & Replace PCC Driveway TS 17-4 SF 364
23 Remove & Replace PCC Valley
Gutter & Apron TS 17-4 SF 2,197
24 Remove & Replace/Construct PCC
Rolled Curb & Gutter TS 17-4 LF 234
25 Remove & Replace/Construct PCC
Standard Curb & Gutter TS 17-4 LF 630
26 Remove & Replace/Construct PCC
Driveway Curb & Gutter TS 17-4 LF 183
27 Construct PCC Valley Curb & Gutter TS 17-4 LF 669
299
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 4 of 14
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
28 Remove & Replace/Construct PCC
Retaining Curb @ Back of Curb
Ramp
TS 17-4 LF 556
29 Remove & Replace/Construct Type
GO Inlet Apron TS 17-4 EA 3
30 Reconstruct Top of Curb Inlet/Catch
Basin TS 17-4 EA 3
31 Relocate Utility Box Behind Back of
Sidewalk TS 17-4 EA 1
32 Replace Drain Pipes Under
Sidewalk/Curb Ramp TS 17-4 EA 2
33 Remove & Replace Wooden Fence
(Allowance) TS 17-4 LS 1
34 Prune & Remove Tree Roots (Under
PCC/HMA Repairs) TS 18-3 EA 5
35 Tree Removal Less than 24"
Diameter (Allowance) TS 18-3 EA 5
36 Install Root Barrier TS 18-3 LF 96
37 Survey Monument Preservation TS 19-2 EA 2
38 Replace Non-Standard Survey
Monumentation w/ Street Monument TS 19-2 EA 2
39 Reset Non-Standard Survey
Monumentation (Allowance) TS 19-2 EA 2
40 Locate Buried Monument (Allowance) TS 19-2 EA 2
41 Lower Gas Valve Cover TS 20-4 EA 1
42 Lower Sanitary Sewer Manhole
Cover TS 20-4 EA 19
43 Lower Storm Drain Manhole Cover TS 20-4 EA 2
44 Lower Sewer Cleanout Cover TS 20-4 EA 2
45 Lower Survey Monument Cover TS 20-4 EA 11
46 Lower Water Meter Cover TS 20-4 EA 1
47 Lower Water Valve Cover TS 20-4 EA 17
48 Adjust Catch Basin Frame & Grate to
Finish Grade TS 20-4 EA 3
49 Adjust Electrical Box to Finish Grade TS 20-4 EA 1
50 Adjust Gas Valve Cover to Finish
Grade TS 20-4 EA 1
51 Adjust Sanitary Sewer Manhole
Cover to Finish Grade TS 20-4 EA 25
52 Adjust Storm Drain Manhole Cover to
Finish Grade TS 20-4 EA 2
300
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 5 of 14
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
53 Adjust Sewer Cleanout Cover to
Finish Grade TS 20-4 EA 3
54 Adjust Survey Monument Cover to
Finish Grade TS 20-4 EA 24
55 Adjust Water Meter Cover to Finish
Grade TS 20-4 EA 1
56 Adjust Water Valve Cover to Finish
Grade TS 20-4 EA 17
57 Install Blue RPM at Fire Hydrant TS 21-4 EA 11
58 12" White Crosswalk/Limit Line
(Thermo) TS 21-4 LF 229
59 24" White Crosswalk Line (Thermo) TS 21-4 LF 56
60 Striping Detail #2 (Thermo &
Markers) TS 21-4 LF 30
61 Striping Detail #22 (Thermo &
Markers) TS 21-4 LF 60
62 Pavement Marking "STOP" Legend
(Thermo) TS 21-4 EA 13
63 Red Curb Paint TS 21-4 LF 189
64 Replace BPW Stencil on Red Curb
Paint TS 21-4 EA 10
65 Install/Relocate Road Sign and Post TS 22-4 EA 5
66 Remove & Replace 2'x10' Header
Board TS 23-4 LF 20
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
BIDDER____________________________________________________________________
BID SUMMARY
BASE BID
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
301
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 6 of 14
BID ALTERNATE 1 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1-1 Mobilization TS 2-3 LS 1
1-2 Traffic Control TS 3-2 LS 1
1-3 Storm Water Pollution Control
Program TS 4-3 LS 1
1-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
1-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 1,192
1-6 Remove & Replace 4" HMA Over
Shallow Utilities TS 12-4 SF 240
1-7 Remove & Replace 6" HMA Over
Shallow Utilities TS 12-4 SF 320
1-8 Remove & Replace 8" HMA Over
Shalllow Utilities TS 12-4 SF 564
1-9 HMA Conform TS 12-4 SF 2,495
1-10 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 1,685 1-11 Pulverize 9", Remove & Dipose of 3"
Pulverized Material TS 14-4 SF 27,167
1-12 Cement Treat 6" Subgrade, Tim to
Top of Subgrade TS 14-4 SF 27,167
1-13 Pulverize 12", Remove & Dipose of
4" Pulverized Material TS 14-4 SF 22,954
1-14 Cement Treat 8" Subgrade, Tim to
Top of Subgrade TS 14-4 SF 22,954
1-15 Cement TS 14-4 TN 75
1-16 Install Detectable Warning Surface TS 17-4 SF 78
1-17 Remove & Replace PCC
Sidewalk/Ramping Surface TS 17-4 SF 1,030
1-18 Remove & Replace PCC Driveway TS 17-4 SF 190
1-19 Remove & Replace/Construct PCC
Rolled Curb & Gutter TS 17-4 LF 234
1-20 Remove & Replace/Construct PCC
Standard Curb & Gutter TS 17-4 LF 386
1-21 Remove & Replace/Construct PCC
Driveway Curb & Gutter TS 17-4 LF 67
1-22 Construct PCC Valley Curb & Gutter TS 17-4 LF 26
1-23
Remove & Replace/Construct PCC
Retaining Curb @ Back of Curb
Ramp
TS 17-4 LF 99
1-25 Lower Sanitary Sewer Manhole
Cover TS 20-4 EA 10
1-26 Lower Survey Monument Cover TS 20-4 EA 1
302
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 7 of 14
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1-27 Lower Water Valve Cover TS 20-4 EA 9
1-28 Adjust Sanitary Sewer Manhole
Cover to Finish Grade TS 20-4 EA 10
1-29 Adjust Survey Monument Cover to
Finish Grade TS 20-4 EA 1
1-30 Adjust Water Valve Cover to Finish
Grade TS 20-4 EA 9
1-31 Install Blue RPM at Fire Hydrant TS 21-4 EA 5
1-32 12" White Crosswalk/Limit Line
(Thermo) TS 21-4 LF 214
1-33 24" White Crosswalk Line (Thermo) TS 21-4 LF 128
1-34 Pavement Marking "STOP" Legend
(Thermo) TS 21-4 EA 4
1-35 Red Curb Paint TS 21-4 LF 45
1-36 Replace BPW Stencil on Red Curb
Paint TS 21-4 EA 4
1-37 Install/Relocate Road Sign and Post TS 22-4 EA 1
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
BIDDER____________________________________________________________________
BID SUMMARY
BID
ALTERNATE 1
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
303
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 8 of 14
BID ALTERNATE 2 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
2-1 Mobilization TS 2-3 LS 1
2-2 Traffic Control TS 3-2 LS 1
2-3 Storm Water Pollution Control
Program TS 4-3 LS 1
2-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
2-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 136
2-6 Cold Plane 2" TS 11-3 SF 9,852
2-7 HMA Conform TS 12-4 SF 102
2-8 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 301 2-9 Remove & Replace/Construct PCC
Rolled Curb & Gutter TS 17-4 LF 50
2-10 Survey Monument Preservation TS 19-2 EA 1
2-11 Replace Non-Standard Survey
Monumentation w/ Street Monument TS 19-2 EA 1
2-12 Reset Non-Standard Survey
Monumentation TS 19-2 EA 0
2-13 Locate Buried Monument (Allowance) TS 19-2 EA 0
2-14 Lower Water Valve Cover TS 20-4 EA 2
2-15 Adjust Water Valve Cover to Finish
Grade TS 20-4 EA 2
2-16 Install Blue RPM at Fire Hydrant TS 21-4 EA 2
2-17 12" White Crosswalk/Limit Line
(Thermo) TS 21-4 LF 10
2-18 Pavement Marking "STOP" Legend
(Thermo) TS 21-4 EA 1
2-19 Red Curb Paint TS 21-4 LF 18
NOTE: In case of error in extension of price into the total price column, the unit price will govern. 304
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 9 of 14
BIDDER____________________________________________________________________
BID SUMMARY
BID
ALTERNATE 2
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
305
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 10 of 14
BID ALTERNATE 3 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
3-1 Mobilization TS 2-3 LS 1
3-2 Traffic Control TS 3-2 LS 1
3-3 Storm Water Pollution Control
Program TS 4-3 LS 1
3-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
3-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 92
3-6 Cold Plane 2" TS 11-3 SF 0
3-7 Remove & Replace 2" HMA TS 12-4 SF 7,587
3-8 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 246 3-9 Prune & Remove Tree Roots (Under
PCC/HMA Repairs) TS 18-3 EA 9
3-10 Install 2"x4" Redwood Header Board TS 23-4 LF 1,896 3-11 Salvage & Replace Fence, Protect
Post During Construction TS 24-4 LF 446
NOTE: In case of error in extension of price into the total price column, the unit price will govern.
BIDDER____________________________________________________________________
BID SUMMARY
BID
ALTERNATE 3
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
306
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 11 of 14
TOTAL BID SUMMARY
TOTAL: BASE BID + BID ALTERNATES 1-3 (IN FIGURES)
TOTAL: BASE BID + BID ALTERNATES 1-3 (IN WORDS)
4. BID SECURITY. Bidder must attach Bid Security in the amount of ten percent (10%) of the Bid Amount (see Section 7 of the Instructions to Bidders).
5. LIST OF SUBCONTRACTORS.
6.1. Bidder will use Subcontractors for the Work:
YES_______________ NO_______________
6.2. If yes, the Bidder hereby certifies that the following is a list of all subcontractors which the Bidder is required by law to name in its bids. Generally, bidders are required to identify each subcontractor performing more than one half of one percent of the work. However, more particular requirements are contained in the Subletting and Subcontracting Fair Practices Act, Public Contract Code Sections 4100 et seq. (the “Subcontracting Act”), summarized in Section 6 of the Instructions to Bidders.
6.3. Bidders are reminded of the severe penalties imposed by the Subcontracting Act for a failure to list all required subcontractors (Work Activity, Name, and Address) on this sheet. Bids will not be found non-responsive for omission (at time of bid) of additional information regarding estimated dollar amount of subcontracted work or subcontractor license number. However, 307
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 12 of 14
bidders shall submit all information required by this sheet by no later than 24 hours after written request by the City.
6.4. ALL BIDDERS ARE HEREBY NOTIFIED THAT: the successful bidder will be required to perform not less than ***fifteen*** percent (***15%***) of the Work with the successful bidder’s own organization. A failure of the Bid to establish compliance with this requirement may render the bid non-responsive, or it may result in a determination of bidder nonresponsibility based on a failure to demonstrate adequate resources available to perform the Work.
Subcontracted work
activity
Subcontractor name
including address
(City and State)
Est. $ amt. of
subcontracted
work
Subcontractor’s
License no. DIR #
___________________ ________________ $____________ _________ ____________________ _________________ $____________ _________ NOTE: Provide additional sheets if required. (copy of this sheet is acceptable)
6. REPRESENTATIONS OF BIDDER.
7.1. By submitting this Bid, Bidder declares under penalty of perjury the following representations are true and correct:
Bidder has read and understands all requirements of the Contract Documents, and this Bid is made in accordance with those requirements. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Sealed Bids, these Instructions to Bidders, Supplemental Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, Special Provisions , the, and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also defined as “Plans”).
Any questions by the Bidder regarding the meaning of any part of the Contract Documents have been submitted, in writing, by the Bidder to the City, in accordance with Section 2 of the Instructions to Bidders.
Bidder has visited and examined the Project site of the proposed work, and Bidder is familiar with all the conditions related to the proposed work, including the availability of labor, materials (including transportation, handling, delivery, and storage), equipment, and utilities (including water and electricity), and is familiar with local conditions (including 308
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 13 of 14
weather, road access and truck routes, and surface and subsurface conditions) as related to requirements of the Contract Documents.
The Bid is based upon the materials, equipment, and systems required by the Bidding Documents without exception.
The Contract Time, as specified in the Invitation For Sealed Bids, is reasonable for performing the Work and that Contractor is able to perform the Work within the Contract Time.
Bidder has the expertise and financial capacity to perform and complete all obligations required by the Contract Documents.
Bidder is aware of and, if awarded the Contract, will comply with applicable legal requirements, including all City Regulations (including payment of City business license tax) in its performance of the Work.
The Bidder shall comply with the requirements of the Labor Code, including Sections 1770 et seq., and the Bidder shall comply with the General Prevailing Wage Determination Made by the Director of Industrial Relations that is in effect on the date of the Invitation for Sealed Bids. The prevailing wage rate schedule is on file with the Engineer and will be made available for review upon request.
Bidder certifies that, for the excavation of any trench of a depth of five feet or more, its bid includes the cost for adequate sheeting, shoring, and bracing or equivalent method (including costs of design), for the protection of life or limb, which shall conform to applicable safety orders, in accordance with Labor Code Sections 6705 and 6707.
7.2. In accordance with Business and Professions Code Section 7028.15, Bidder certifies, under penalty of perjury, that the information contained in this subsection 7.2, below, is true and correct. Any bidder who is not licensed in accordance with the Business and Professions Code, and in accordance with the Invitation For Sealed Bids, shall be considered non-responsive and shall be rejected by the City.
State Contractor’s License No. and Class .
Original date license issued, and License expiration date .
7.3. As required by Government Code Section 4552, in submitting a Bid to the City, Bidder offers and agrees that, if the Bid is accepted, it will assign to the City all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C., Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, materials, or services by Bidder for the sale to City pursuant to the Bid. Such assignment shall be made and become effective at the time City tenders final payment to Bidder.
7.4. Bidder acknowledges that, unless the bidder submits a request for substitution of “equal” materials in accordance with the requirements of the Agreement, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount. 309
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 14 of 14
IN WITNESS WHEREOF, the individuals signing this Bid represent and warrant that they have the right, power, legal capacity, and authority to sign this Bid on behalf of the Bidder, and have caused this Bid to be executed by setting hereto their names, titles, and signatures at _____________ County, in the State of _______________________.
BIDDER: _______________________________________________________________________ (Signature) (Date)
_______________________________________________________________________ (Name and Title of Signatories)
_______________________________________________________________________ (Legal Name of Bidder, including type of organization, e.g., corp. or partnership)
_______________________________________________________________________ (Bidder’s Street and Mailing Address)
_______________________________________________________________________ (City, State, Zip Code)
_________________________________ ____________________________ (Telephone Number) (Email Address)
310
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Equal Employment Opportunity Certification 1 of 1
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder ______________________________________________________________ and proposed subcontractor hereby certifies that it has _____, has not ____ participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that where required, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements.
NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts that are subject to the equal opportunity clause. Contract and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt).
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and the subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60.1.7(b)(1) prevents the award of contract or subcontracts unless such Contractor submits a reporting covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.
The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 311
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
NON-COLLUSION DECLARATION
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
The undersigned declares:
I am the ____________________ of __________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ______________________ [date], at _______________________[city], __________________[state].
BIDDER: _______________________________________________________________________ (Signature) (Date)
_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)
_______________________________________________________________________ (Legal Name of Bidder)
312
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Debarment and Suspension Certification 1 of 1
DEBARMENT AND SUSPENSION CERTIFICATION
Title 49, Code of Federal Regulations, Part 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• Has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• Does not have a proposed debarment pending; and
• Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.
The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 313
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 1 of 10 BIDDER’S STATEMENT OF RESPONSIBILITY
(Must be executed by Bidder and submitted with Bid)
1. SCOPE OF THIS STATEMENT OF RESPONSIBILITY. In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder shall provide the information required herein as a part of its Bid.
1.1. City’s Right to Use the Bidder’s Statement of Responsibility. The City shall use the information required by this Statement of Responsibility for the sole purpose of determining the Bidder’s “responsibility.” While the City conducts its deliberative process to determine whether a bidder is “responsible,” the City will not disclose “confidential” information (as identified by the Bidder pursuant to paragraph 1(b), below) unless otherwise compelled by a court order. However, if there is a challenge regarding the City’s determination of whether a Bidder is “responsible,” the City shall have the right to use any and all information contained herein in support of the City’s determination, and the Bidder waives any claim against the City for the City’s use of information for this intended purpose.
1.2. Bidder’s Obligation to Identify Confidential Information. If a Bidder believes that any portion of this Statement of Responsibility is “confidential” and not legally subject to public disclosure in accordance with the requirements of the California Public Records Act (Government Code Sections 6250, et seq), the Bidder shall: (1) clearly mark the relevant portions of the Statement of Responsibility as “Confidential”; and (2) upon request from the City, identify the legal basis for exception from disclosure under the Public Records Act; and (3) the Bidder shall defend, indemnify, and hold harmless the City regarding any claim by any third party for the public disclosure of the “Confidential” portion of the Statement of Responsibility; and (4) if the Bidder fails to identify information as “Confidential,” or if the Bidder fails to defend and indemnify the City regarding any claim by any third party for the public disclosure of a “Confidential” portion of the Statement of Responsibility, the Bidder shall hold the City harmless and waive any claim against the City for any damages allegedly related to any public disclosure of any portion of the Statement of Responsibility.
1.3. Additional Pages. If additional pages are required to respond to any of the questions set forth in this Statement of Responsibility, the Bidder shall describe and list the additional pages in Section 16, below.
2. EXPERIENCE
2.1. How many years has the Bidder been performing work as a contractor under the present business name?
2.2. If any of the experience listed in this document refers to work performed under a different name, list the different business names and describe the relationship to the present business name on a separate page (list the additional pages in Section 13 below).
3. CURRENT WORK IN PROGRESS
3.1. For how many construction projects is the Bidder under contract to perform (which are currently under construction)? ___________________________________________
3.2. What is the total dollar amount of the construction contracts listed in Subsection 3.1? _________________________________________________________________
3.3. What is the total bonding capacity of the Bidder? ___________________________
3.4. How many construction contracts listed in 3.1 are:
3.2.1. in an amount of 50% or less of the Total Bid Amount? ________________________________
3.2.2. in an amount between 50% and 100% of the Total Bid Amount? __________________________ 314
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 2 of 10
3.2.3. in an amount between 100% and 150% of the Total Bid Amount? _______________________
3.2.4. in an amount over 150% of the Total Bid Amount? ______________________________________
3.5. List the name of the project (with Contract Amount and Anticipated Completion Date), the name of the City/Client entity, and a City/Client contact person (with name and telephone number), for three current active projects referred to in Section 3.4:
3.5.1. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________ City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________
3.5.2. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________ City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________
3.5.3. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________ City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________ 315
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 3 of 10
COMPLETED WORK
Provide the requested information set forth below for the: (1) three most recent projects completed of a similar character to this Project (performed as a general contractor); and (2) three most recent public works projects completed (performed as a general contractor).
3.3. Three most recent projects completed of a similar character to this Project:
3.3.1. Project Name: _____________________________________________________
Project Description:_________________________________________________ ___________________________________________________________________ ___________________________________________________________________
Contract Amount ___________________________________________________ Date Completed:_____________________________________________________ Owner: _____________________________________________________________ Contact Person: _____________________________________________________
Contact Person’s Phone Number: _________________________
3.3.2. Project Name ________________________________________________ Project Description _____________________________________________ _____________________________________________________________ _____________________________________________________________
Contract Amount: ______________________________________________
Date Completed: _______________________________________________ Owner: ______________________________________________________ Contact Person: _______________________________________________
Contact Person’s Phone Number: _________________________________
3.3.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________
Contract Amount: ________________________________________________
Date Completed: _________________________________________________ 316
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 4 of 10 Owner: ________________________________________________________ Contact Person: _________________________________________________
Contact Person’s Phone Number: ___________________________________
3.4. Three most recent public works project (City, State, County) completed:
3.4.1. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________
Contract Amount: ________________________________________________
Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________
Contact Person’s Phone Number: ___________________________________
3.4.2. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________
Contract Amount: ________________________________________________
Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________
Contact Person’s Phone Number: ___________________________________
3.4.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________
Contract Amount: ________________________________________________
Date Completed: _________________________________________________ 317
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 5 of 10 Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________
Contact Person’s Phone Number: ___________________________________
4. CLAIMS HISTORY
4.1. Has any claim been made against your company in the past five years, which has resulted in arbitration or litigation? ___________
4.2. Has your company made any claim against any City or client in the past five years, which has resulted in arbitration or litigation? ___________
4.3. If you answered “yes” to subsections 5.1 or 5.2 above, describe the claim(s) using the format below:
(use additional sheets if necessary).
4.3.1. Project Name __________________________________________ Claim Amount ________________________________________
Other Party Entity Name ______________________________________ Other Party Contact _________________________________________ (Name and Phone) __________________________________________
5. Describe the claim(s) on a separate sheet (see Section 14, below).
6. CONTRACT TERMINATION
6.1. Has your company ever been terminated by a City or client, or rejected from bidding on a public works project in the last five (5) years? ___________________. If yes, identify each and provide an explanation below:
6.2. Project Name ______________________________________________________ City/Client Entity Name _______________________________________________ City/Client Contact _________________________________________________ (Name and Phone) _________________________________________________ Date of Termination/Rejection __________________________________________ Explanation _________________________________________________________ ____________________________________________________________________ ____________________________________________________________________
7. If more than one (1), describe on additional sheet (see Section 14, below).
8. COMPLETION BY SURETY
318
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 6 of 10
8.1. Has your company ever failed to satisfactorily complete a construction contract, or has a surety ever completed any portion of a construction contract of your company within the last five (5) years? _________________. If yes, provide an explanation below:
8.2. Project Name ________________________________________________________ Surety Contact
(Name and Phone) __________________________________________________
Date Surety Took Over _________________________________________________ Explanation ___________________________________________________________ ______________________________________________________________________ ______________________________________________________________________
9. If more than one (1), describe on additional sheet (see Section 13, below).
10. STORM WATER BEST MANAGEMENT PRACTICES
10.1. Has bidder violated the Storm Water Best Management Practices for illegal or improper discharge(s) into storm drain systems two (2) or more times within the past five (5) years? Yes
No
Note: This question refers to your firm’s violation of sewer overflow to the storm drain system that was required to be reported to the State Water Board.
11. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) COMPLIANCE
11.1. Has the federal Occupational Safety and Health Administration cited and assessed penalties against your firm for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past five (5) years?
Yes
No
If “Yes,” attach a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.
12. PUBLIC WORKS CONTRACTS
12.1.In the last five (5) years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder? Yes
No
If “Yes,” explain on a separate signed page. Identify the year of the event, the owner, the project, and the basis for the finding by the public agency.
319
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 7 of 10
13. ADDITIONAL DOCUMENTS
In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder may be required to submit additional documents.
14. ADDITIONAL PAGES
The Bidder declares that the pages listed in this Subsection were added and included with these Bid Documents in order to accurately respond to the Bidding Requirements. The following descriptions include the general nature of the additional information. If no additional pages are submitted, write “None” on the blank line.
______________________________________________________________________
______________________________________________________________________
______________________________________________________________________
15. PENALTY OF PERJURY
Bidder hereby declares and certifies under penalty of perjury under the laws of the State of California that the information contained herein is true, correct, and complete.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity and authority to sign this document on behalf of the Bidder, and have caused this document to be executed by setting hereto their names, titles and signatures.
BIDDER: _______________________________________________________________________ (Signature) (Date)
_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)
_______________________________________________________________________ (Legal Name of Bidder)
320
City of Belmont Contract Documents
Project: EL CAMINO REAL & OLD COUNTY ROAD SANITARY & STORM SEWER
REHABILITATION PROJECT
City Contract Number 2020-590
BID BOND Bond No. ______
WHEREAS, (“Principal”) submitted a Bid to the City of Belmont (“City”) for the Project identified on this Bond, and the terms of the Bid require the Principal to submit bidder’s security.
NOW, THEREFORE, Principal and (“Surety”), are
hereby held and firmly bound unto the City in the amount of ten percent (10%) of the Bid Amount set forth in the Principal’s Bid (the terms and conditions of which are incorporated herein by reference) for the above referenced Project, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal’s Bid is rejected by the City, or if Principal’s Bid is accepted by the City and the Principal properly executes and submits to the City the Agreement and all required documents (including the Faithful Performance Bond, the Labor and Material Bond, and the proof of insurance), then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.
The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by an agreement between the City and the Principal to extend the time within which the City may accept the Principal’s Bid, and the Surety hereby waives notice of any such extension.
In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.
Principal Surety
NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.
321
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 1 of 13
CONSTRUCTION AGREEMENT
This Construction Agreement (hereinafter “Agreement”) is made and entered into by and between the CITY OF BELMONT, a municipal corporation (hereinafter “City”), and [***INSERT LEGAL NAME OF CONTRACTOR***name of business and description of legal entity, i.e., LLC, Partnership, Corporation, etc.] (hereinafter “Contractor”).
RECITALS
A. In accordance with the applicable provisions of State law, including the California Public Contract Code, and local law, including the Belmont City Code, the City issued an invitation for competitive bids for this Project.
B. In response to the invitation for bids, the Contractor submitted the Bid Forms (with a Bid Amount of $______), which are incorporated herein by reference, which were found by the City to be responsive to the invitation for bids.
C. After reviewing all bids submitted in response to the invitation for bids, the City found the Contractor to be the Lowest Responsible Bidder, and the Awarding Body awarded this Agreement to the Contractor on ______ [***INSERT DATE OF AWARD***].
D. The Project is more specifically described in the Contract Documents, but generally includes the following items of work [*** INSERT IDENTICAL TO “PROJECT DESCRIPTION” IN THE INVITATION TO BIDS***]
NOW THEREFORE, THE PARTIES MUTUALLY AGREE AS FOLLOWS:
1. SCOPE OF WORK. The Contractor shall perform, or cause to be performed, the Work described in the Contract Documents (hereinafter “Work”), to the satisfaction of the City Engineer, and subject to the final acceptance by the City.
2. CONTRACT DOCUMENTS.
2.1. List of Contract Documents. The Contract Documents consist of this executed Agreement; all Bidding Documents (including the Invitation for Bids, Instructions to Bidders, Supplemental Instructions to Bidders, Bid Forms, and Addenda (if any) as identified below); the Specifications (including General Conditions, Special Provisions, and all documents incorporated by reference therein, including City Standard Specifications, and Caltrans Standard Specifications), and the Technical Specifications; the Drawings (also referred to as “Plans”); and the Exhibits (including bonds).
322
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 2 of 13
2.2. Precedence of Contract Documents. In the event of a conflict between component parts of the Contract Documents, the document highest in precedence shall control. The precedence shall be as follows: [***SPECIFICALLY IDENTIFY EACH INCORPORATED DOCUMENT, PARTICULARLY THE PLANS, AND ELIMINATE UNUSED PARTS***]
2.2.1. Agreement, as amended by contract change orders.
2.2.2. All Bidding Documents, as amended by Addenda.
2.2.3. Technical Specifications
2.2.4. Special Provisions.
2.2.5. General Conditions
2.2.6. City Standard Specifications.
2.2.7. Caltrans Standard Specifications (Standard Specifications for Construction of Local Streets and Roads, State of California, July 2025).
2.2.8. Drawings (also referred to as Plans), as defined on ********.
2.2.9. Standard Plans and Standard Details.
2.2.10. Exhibits.
2.3. Addenda. The following Addenda are hereby incorporated into the Contract Documents:
No. Date of Issue:
____ ____________
____ ____________
____ ____________
3. CONTRACT TIME.
3.1. After Contractor has provided to City all documents identified in the Instructions to Bidders and the Notice of Award (in a form satisfactory to the City, and in accordance with the requirements of the Contract Documents), City shall schedule the mandatory pre-construction conference, and Contractor shall attend and participate in the pre-construction conference.
3.2. After the pre-construction conference, the City shall issue a Notice to Proceed to Contractor. The Notice to Proceed will identify the date on which the “Contract Time” commences, and this date may be referred to as the “Contract Commencement Date.” Contractor is authorized to commence Work on the Contract Commencement Date, and Contractor must commence the Work no later than seven days after the Contract Commencement Date. The Work must be diligently prosecuted and all of the Work must be substantially completed within the Contract Time specified in the Invitation For Bids. Time is of the essence in the performance of all obligations under these Contract Documents, and all timing requirements must be strictly 323
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 3 of 13
adhered to unless otherwise modified by the City in accordance with the Contract Documents.
The Contractor must submit all requests for extensions of time to the City, in writing, no later than ten (10) working days after the start of the condition which purportedly caused the delay, and not later than the date on which performance is due.
3.3. Within the time set forth in the Special Provisions (or, if no time is specified in the Special Provisions, with seven (7) calendar days after written request from the City), Contractor shall submit to the City all required documents, including the following:
3.3.1. Contractor’s safety program, and identification of Contractor’s safety officer.
3.3.2. Contractor’s cost distribution schedule of prices (schedule of values).
3.3.3. Contractor’s Construction Schedule.
3.3.4. Contractor’s schedule of submittals.
3.3.5. Copies of all required documentation for each subcontractor, including: State Contractor’s License, identification of each subcontractors’ authorized representative, copy of contract between Contractor and each subcontractor.
4. CONTRACT AMOUNT. City shall pay to Contractor, for the performance of the Work, the Contract Amount identified in the Bid Documents, subject to adjustment of estimated quantities (to reflect actual work performed by the Contractor), and as modified according to the terms of the Contract Documents. The Contractor’s compensation shall include all costs incurred by the Contractor in the performance of the Work, including: furnishing all labor (including supervision), materials (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), equipment, tools, transportation, and services necessary to complete the Work (including costs to protect the Work, and all damages to the Work prior to acceptance of the Work by the City, unless otherwise specifically provided in the Contract Documents). The Contract Amount identified in the Bid Documents [***, which includes alternate items _________*** insert ***,] is $_____________.
5. LIQUIDATED DAMAGES. If Contractor fails to complete the Work within the Contract Time, Contractor shall pay to the City, as liquidated damages and not as a penalty, the sum specified in the Invitation for Bids for each calendar day after the expiration of the Contract Time that the Work remains incomplete. The City and Contractor agree that in the event the Work is not completed within the Contract Time, the City’s damages would be extremely difficult or impracticable to determine and therefore the City and Contractor agree that the amount stated herein is a reasonable estimate of the amount of such damages. The City may deduct any liquidated damages owed to the City, as determined by the City, from any payments otherwise payable to Contractor under this Contract. Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the Work within the Contract Time. This provision for liquidated damages shall not be applicable nor act as a limitation upon the City if Contractor abandons the Work. In such event, Contractor shall be liable to the City for all losses incurred.
6. CONTRACTOR REPRESENTATIVE. At all times during the progress of the Work, Contractor shall have a competent supervisor, foreman, or superintendent (hereinafter “Contractor Representative”) on site with authority to act on behalf of the Contractor. The Contractor 324
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 4 of 13
Representative shall be authorized by the Contractor to sign, send, and receive all notices contemplated or required by the Contract Documents, and authorized to direct all Work being performed by (or on behalf of) the Contractor. The Contractor shall, at all times, keep the City Engineer informed in writing of the name and telephone number of the Contractor Representative.
Throughout the term of this Contract, Contractor Representative shall meet and confer with the City Engineer in a good faith effort to resolve any outstanding issues related to performance required by the Contract Documents. The Contractor shall, at all times, keep the City Engineer informed in writing of the names and telephone numbers of all subcontractors performing the Work.
7. ACCESS TO THE SITE. In order to permit the City to inspect the Work, the Contractor shall, at all times, provide to the City (including agencies and entities designated by the City) proper and safe access to the Project site, and all portions of the Work, and to all shops wherein portions of the Work are in preparation.
8. DOCUMENTATION AND RECORD KEEPING.
8.1. Contractor’s Project Records. Contractor’s Project records shall include all of Contractor’s accounting records, employment records, and project work records for all employees, subcontractors, and suppliers, including: the Contract Documents, one record copy of the plans and specifications, change orders, requests for clarifications, instructions from the City, contracts with suppliers and subcontractors, correspondence, submittals, samples, shop drawings, invoices, receipts, vouchers, purchase orders, notes, daily logs, and memoranda relating to the Work.
8.2. Contractor’s Maintenance of Project Records. Contractor shall keep and preserve Project records in accordance with generally accepted accounting principles and state law requirements.
During performance of the Work, Contractor shall keep all of Contractor’s Project records in a secure location at the Project Site. After completion of the Work, Contractor shall maintain the Project records for no less than four years after final completion of the Work.
8.3. Audit by the City. All of Contractor’s Project records, as identified above, shall be made available to the City (including agencies and entities designated by the City), and the Contractor shall provide copies of the Contractor’s records upon request by the City.
9. RESPONSIBILITY OF CONTRACTOR AND SUBCONTRACTORS.
9.1. Contractor is an independent contractor and is solely responsible for all acts of its employees, agents, or subcontractors, including any negligent acts or omissions. Contractor is not City’s employee and Contractor shall have no authority, express or implied, to act on behalf of the City as an agent, or to bind the City to any obligation whatsoever, unless the City provides prior written authorization to Contractor.
9.2. For each subcontractor performing any portion of the Work for this Project, the Contractor shall include a provision in the subcontract documents incorporating by reference the requirements of these Contract Documents, to require the subcontractor to comply with the requirements of these Contract Documents as related to the portion of the Work performed by the subcontractor. This requirement shall specifically include: indemnification of the City 325
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 5 of 13
(Agreement Section 16), business tax compliance (Agreement Section 12), insurance (Agreement Section 14), and nondiscrimination and compliance with law (Agreement Section 11.1).
10. CONFLICTS OF INTEREST. Contractor (including its employees, agents, and subcontractors) shall not maintain or acquire any direct or indirect interest that conflicts with the performance of this Agreement. In the event that Contractor maintains or acquires such a conflicting interest, any contract (including this Agreement) involving Contractor’s conflicting interest may be terminated by the CITY.
11. LEVINE ACT DISCLOSURE. Contractor must disclosure on a form approved by the City whether Contractor or its agents have made contributions to one or more City officials that are subject to the requirements of the Levine Act (Calif. Gov’t Code § 84308(e) or the regulations of the Fair Political Practices Commission that implement the Act (Title 2 Calif. Code of Regs., §18438.8(b)). If at any time during the term of this Agreement the total contributions to a City official by Contractor and its agents exceed $250, Contractor must promptly disclosure the contributions by submitting a supplement written disclosure.
12. COMPLIANCE WITH LAW. The Contractor shall comply with all applicable legal requirements including all federal, state, and local laws (including ordinances, resolutions, and City Regulations), whether or not said laws are expressly stated in this Agreement.
12.1. Nondiscrimination. Contractor shall comply with all applicable federal, state, and local laws regarding nondiscriminatory employment practices, whether or not said laws are expressly stated in this Agreement. Contractor shall not discriminate against any employee or applicant because of race, color, religious creed, national origin, physical disability, mental disability, medical condition, marital status, sexual orientation, or sex.
12.2. Labor Compliance. Contractor must comply with all applicable federal, state, and local laws regarding labor compliance, including, but not limited to, all applicable provisions related to working hours, the payment of prevailing wages, travel and subsidence payments, apprentices, payroll records, and labor code penalties (as required by California Labor Code Sections 1720 through 1861, and as outlined in the General Conditions). Copies of the prevailing wage rates are on file with the City Engineer, and shall be made available to any interested party upon request.
See General Conditions Section 19 for more detail.
12.3. Department of Industrial Relations Registration. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.
12.4. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7. 326
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 6 of 13
13. PERMITS AND LICENSES. The Contractor must obtain and maintain all necessary permits and licenses for the performance of the Work.
13.1. Belmont Business License Tax. Contractor must apply for and pay the business tax and registration tax for a business license, in accordance with the Belmont City Code.
13.2. Fees, Royalties, and Patents. Contractor must pay all license fees and royalties related to or necessary for the Work and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others.
14. IMPROVEMENT SECURITY. Concurrently with the execution of this Agreement by the Contractor, and before the commencement of any Work, the Contractor shall furnish improvement security, in a form substantially the same as that set forth in the Exhibits, attached hereto, or in an alternate form authorized by state law and approved by the City, in the following amounts:
14.1. Faithful Performance security in the amount of 100% of the Contract Amount to secure faithful performance of this Agreement (until the date on which the City accepts the Work as complete).
14.2. Labor and Material security in the amount of 100% of the Contract Amount to secure payment by the Contractor to laborers and materialmen (until the date on which claims are required to be made by laborers and materialmen pursuant to law).
14.3. Warranty security in the amount of 10% of the Contract Amount to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).
15. INSURANCE.
15.1. Contractor must, throughout the duration of this Agreement, maintain insurance to cover Contractor (including its agents, representatives, subcontractors, suppliers, and employees) in connection with the performance of work under this Agreement, including against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work.
15.2. Contractor must at a minimum maintain the following types of insurance indicated by the check box next to the insurance type. Contractor must fully comply with the City’s insurance specifications in Exhibit A “Insurance Standards for Construction”, attached to this Agreement.
City may modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.
Workers Compensation (WC)
Commercial General Liability (CGL)
The CGL limit level is modified as follows: .
Employers Liability (EL)
The EL limit level is modified as follows: .
327
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 7 of 13
Automobile Liability (AL)
The AL limit level is modified as follows: .
Professional Liability (PL)
The PL limit level is modified as follows: .
Pollution Legal Liability (PLL), Asbestos Legal Liability (ALL), Errors and Omissions (EO).
The PLL/ALL/EO limit level is modified as follows:
.
Builder’s Risk (Course of Construction).
15.3. Contractor waives any right to subrogation against the City, its officers, elected officials, employees, agents, or volunteers which any insurer of Contractor may acquire against the City by virtue of the payment of any loss under such insurance.
16. REPORTING DAMAGES. If any damage (including death, personal injury or property damage) occurs in connection with the performance of this Agreement, Contractor must immediately notify the City Risk Manager’s office by email at [email protected], and Consultant shall promptly submit to the City’s Risk Manager and the City’s Authorized Representative, a written report (in a form acceptable to the City) with the following information: (a) name and address of the injured or deceased person(s), (b) name and address of witnesses, (c) name and address of Consultant's insurance company, and (d) a detailed description of the damage and whether any City property was involved.
17. RESPONSIBILITY FOR LOSS.
17.1. The City and its elected officials, officers, employees, agents and volunteers, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the work; for injury to or death of any person (including but not limited to workers or the public) from any cause whatsoever; or for damage to property from any cause whatsoever.
17.2. The Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person (including but not limited to workers and the public) or damage to property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. The Contractor shall indemnify and save harmless the City of Belmont and its elected officials, officers, employees, agents and volunteers from all claims, suits or actions of every name, kind and description brought for, or on account of, injuries to or death of any person (including but not limited to employees of Contractor, of subcontractor, or of any other person, firm or entity and the public) or damage to property arising from any cause whatsoever during the progress of the work or at any time before its final completion and acceptance. Contractor’s indemnification shall specifically include, but not be limited to, all claims arising out of: contract claims, property damage, personal injury, and any infringement of patent rights or copyrights incidental to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. Contractor’s indemnification shall include 328
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 8 of 13
any and all costs, expenses, court costs, attorneys’ fees and liability incurred by the City in enforcing the provisions of this section, and in defending against such claims, whether the same proceed to judgment or not. Contractor shall reimburse City for any expenditures City incurs by reason of such matters. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. This indemnification shall survive termination of the Contract.
The Contractor waives any and all rights to any type of express or implied indemnity against the City, and its officers, officials, agents, employees and volunteers. It is the intent of the parties that the Contractor shall indemnify and hold harmless the City, and its elected officials, officers, agents, employees and volunteers from any and all claims, suits, or actions arising from any cause whatsoever as set forth above regardless of the existence or degree of fault or negligence on the part of the City, the Contractor, the subcontractor or employee of any of these, other than the sole negligence, active negligence or willful misconduct of the City, and its elected officials, officers, agents, employees and volunteers.
17.3. In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Agreement as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages as aforesaid.
17.4. Neither the elected officials, officers, agents, employees not volunteers of City, nor any officer or employee of any county, city or district shall be personally responsible for any liability arising under or by virtue of the Agreement.
17.5. Nothing in the Agreement is intended to make the public or any person a third party beneficiary under this Contract, nor is any term and condition or other provision of the Agreement intended to establish a standard of care owed to the public or any member thereof.
Attention is directed to Section 15, “Insurance,” regarding the Contractor's responsibility for providing and maintaining insurance.
18. ACCEPTANCE OF WORK. Before acceptance of the Work by the City, the Contractor shall be solely responsible for maintaining the quality of the Work, and maintaining safety at the Project site. The Contractor’s obligation to perform the Work shall not be satisfied until after the City Engineer has made a written determination that all obligations of the Agreement have been satisfied and all outstanding fees and charges have been paid, and the City has accepted the Work as complete.
19. WARRANTY.
19.1. Quality of Work. Contractor warrants to the City that all materials and equipment used in or incorporated into the Work will be of good quality, new, and free of liens, claims, and security interests of third parties; and that the Work will be of good quality and free from defects; and that the Work will conform with the requirements of the Contract Documents.
19.2. Documentation of Warranty. If required by the City Engineer, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. If required by the Contract Documents, the Contractor shall provide a written warranty from the manufacturer or supplier.
329
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 9 of 13
19.3. Warranty Period. The Contractor shall warrant the quality of the Work, in accordance with the terms of the Contract Documents, for the “Warranty Period.” The Warranty Period shall be a one year period (unless a longer period of time is specified in the Contract Documents) commencing as follows: (a) for any Work not identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Substantial Completion; and (b) for any Work that is identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Final Completion.
19.4. Default During Warranty Period. In the event that (during the Warranty Period) any portion of the Work is determined by the City Engineer to be defective as a result of an obligation of the Contractor under this Agreement (including any faulty workmanship or material, or any failure of the Work to operate in accordance with the requirements of the Contract Documents), the Contractor shall be in default.
20. DEFAULT.
20.1. Notice of Default. In the event that the Contractor is in default of this Agreement, as defined in this section, the City Engineer shall provide written notice to the Contractor and the Contractor’s surety (if any) in which the default is described.
20.2. Circumstances Constituting Default. Contractor shall be in default of this Agreement if the City Engineer determines that any one of the following conditions exists:
20.2.1. Contractor fails to perform any portion of the Work in accordance with the timing requirements of the Construction Schedule.
20.2.2. Contractor abandons the Project site.
20.2.3. Contractor fails to replace or repair any damage caused by Contractor or its agents, representatives, contractors, subcontractors, or employees in connection with performance of the Work.
20.2.4. Contractor fails to supply workers, subcontractors, or other personnel with the skills, certifications, or licenses required by the Contract Documents.
20.2.5. Contractor violates any legal requirement related to the Work.
20.2.6. Contractor is insolvent, files for bankruptcy, makes a general assignment for the benefit of its creditors, or fails to pay its debts as they become due.
20.2.7. Contractor fails to perform any portion of the Work in accordance with the requirements of the Contract Documents.
20.3. City Remedies. The City may, in the discretion of the City Engineer, take any or all of the actions identified in this subsection, if the Contractor fails to: (a) promptly commence, and diligently and continuously prosecute the cure of the default, or (b) within ten (10) days, cure the default, or provide adequate written assurance to the satisfaction of the City Engineer that the cure will be promptly commenced and diligently prosecuted to its completion:
20.3.1. Demand the Contractor to complete performance of the Work (including repair, or removal and replacement, of nonconforming Work).
330
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 10 of 13
20.3.2. Issue a Notice of Suspension of Work, by which the Contractor shall suspend all Work except for those portions of the Work authorized by the Notice, and for which the Contractor shall not be entitled to any adjustment of the Contract Amount or Contract Time. Notwithstanding the timing requirements of this Section 19.3, if the City Engineer determines that a default may have a potentially adverse impact on the safety of persons or property (including but not limited to a failure by the Contractor to maintain documentation of insurance or improvement security as required by this Agreement), the City Engineer may immediately issue a Notice of Suspension of Work in accordance with this subsection.
20.3.3. Cure the default and charge the Contractor for all costs resulting therefrom, including administrative costs (including City staff costs, City consultant costs, and attorney’s fees) and interest in an amount equal to seven percent (7 %) per annum from the date of default, which charge may be deducted by the City from amounts otherwise payable to the Contractor.
20.3.4. Remove the Contractor from the site and demand the Contractor’s surety (if any) to complete performance of the Work.
20.3.5. Take possession of the Project site and all materials, supplies, equipment, tools, and construction equipment and machinery thereon owned by Contractor; accept the assignment of any or all of the subcontracts; and then complete the Work by any method the City may deem expedient. If requested by the City, Contractor shall remove any part or all of Contractor’s materials, supplies, equipment, tools, and construction equipment and machinery from the Project site within seven (7) days of such request; and if Contractor fails to do so, the City may remove or store, and after ninety (90) days sell, any of the same at Contractor’s expense.
20.3.6. Terminate the Contract.
20.4. Termination for Default. In the event that the Contract is terminated by the City in accordance with this section:
20.4.1. Contractor shall not be entitled to receive any further payment until the expiration of thirtyfive (35) days after Final Completion and acceptance of all Work by the City
20.4.2. If the unpaid balance of the Contract Amount (to which the Contractor is otherwise entitled in accordance with the Contract) exceeds the cost of completing the Work (including all additional costs and expenses made necessary thereby, plus all losses sustained, including any liquidated damages provided under the Contract Documents), such excess shall be paid to Contractor. If the cost of completing the Work exceeds the unpaid balance of the Contract Amount, Contractor shall pay such excess to the City.
20.4.3. No termination or action taken by the City after termination shall prejudice any other rights or remedies of the City provided by law or by the Contract Documents upon such termination; and the City may proceed against Contractor to recover all losses suffered by the City.
21. NOTICES. All notices or demands which the Contract Documents contemplates or requires shall be in writing and shall be delivered to the respective party as set forth in this section.
Communications shall be deemed to be effective on the first to occur of: (a) actual receipt by a party’s Authorized Representative; (b) actual receipt at the address designated below; or (c) three working days following the deposit in the United States Mail of registered or certified mail, sent to 331
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 11 of 13
the address designated below. The Authorized Representative of either party may modify their respective contact information identified in this section by providing notice to the other party.
TO: City of Belmont To: Contractor
Attn:. Attn:
One Twin Pines Lane, Suite
Belmont, CA 94002
22. HEADINGS. The heading titles for each paragraph of the Contract Documents are included only as a guide to the contents and are not to be considered as controlling, enlarging, or restricting the interpretation of the Contract Documents.
23. SEVERABILITY. If any term of the Contract Documents (including any phrase, provision, covenant, or condition) is held by a court of competent jurisdiction to be invalid or unenforceable, the Contract Documents shall be construed as not containing that term, and the remainder of this Agreement shall remain in full force and effect; provided, however, this section shall not apply to the extent that enforcement of the Contract Documents without the term would be grossly inequitable under all the circumstances or would frustrate the purposes of the Contract Documents.
24. INTERPRETATION OF CONTRACT DOCUMENTS.
24.1. Governing Law, Jurisdiction, and Venue. The interpretation, validity, and enforcement of the Contract Documents shall be governed by and construed under the laws of the State of California. Any suit, claim, or legal proceeding of any kind related to this Agreement shall be filed and heard in a court of competent jurisdiction in the County of San Mateo.
24.2. Industry Standards. When Contract terms have a customary technical or trade meaning, the terms shall be interpreted in accordance with that meaning.
24.3. Standard Specifications and Codes. References to any regulations (including: standard specifications, manuals or codes of a technical society, organization or association; or laws or regulations of any governmental authority) shall mean the regulations in effect at the time of the Bid Opening, unless otherwise specifically identified in the Contract Documents.
25. ATTORNEY’S FEES. In the event any legal action is commenced to enforce the Contract Documents, the prevailing party is entitled to reasonable attorney’s fees, costs, and expenses incurred, not to exceed $10,000.
26. ASSIGNMENT AND DELEGATION.
332
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 12 of 13
26.1. Assignment of The Contract Documents. The Contract Documents, and any portion thereof, shall not be assigned or transferred, nor shall any of the Contractor’s duties be delegated, without the written consent of the City. Any attempt to assign or delegate the Contract Documents without the written consent of the City shall be void and of no force or effect. A consent by the City to one assignment shall not be deemed to be a consent to any subsequent assignment.
26.2. Antitrust Claims. As required by the instructions to bidders and Government Code Section 4552, the Contractor hereby agrees to assign to the City, all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Action (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. The Contractor further warrants that all goods, services, and materials provided to the City in accordance with this Contract are free and clear of all liens and encumbrances.
27. MODIFICATIONS. The Contract Documents may not be modified orally or in any manner other than by an agreement of the parties, in writing, in accordance with requirements of the Contract Documents.
28. WAIVERS. Waiver of a breach or default under the Contract Documents shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of the Contract Documents.
29. CONFLICTS. If any conflicts arise between the terms and conditions of this Agreement and the terms and conditions of the attached exhibits or any documents expressly incorporated, the terms and conditions of this Agreement shall control.
30. ENTIRE AGREEMENT. The Contract Documents, including all documents incorporated herein by reference, comprise the entire integrated understanding between the City and Contractor concerning the Work to be performed for this Project. The Contract Documents supersede all prior negotiations, agreements, and understandings regarding this matter, whether written or oral. The Contract Documents are complementary; what is called for in one is binding as if called for by all.
To the extent that portions of the Contract Documents are not attached to this Agreement, they shall be deemed incorporated herein by reference.
31. SIGNATURES. The individuals executing this Agreement represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute the Contract Documents on behalf of the respective legal entities of the Contractor and the City. The Contract Documents shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.
IN WITNESS WHEREOF the City and the Contractor do hereby agree to the full performance of the terms set forth herein.
333
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 13 of 13
CITY OF BELMONT
By:
Afshin Oskoui, City Manager
Date:
CONTRACTOR
By:
(print name) (print title)
Date:
APPROVED AS TO FORM
Scott M. Rennie, City Attorney
By:
(print name) (print title)
Date:
FUNDING VERIFIED
Grace Castaneda, Finance Director
334
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
INSTRUCTIONS FOR SIGNATURES – DO NOT INCLUDE WITH SIGNED CONTRACT ****************************************************************************** **********************
[PLEASE SELECT THE APPROPRIATE SIGNATURE BLOCK FROM THE FOLLOWING SAMPLES]
CORPORATIONS
XYZ Land Development Inc,
a California corporation
By: __________________
Its: __________________
[needs to be officer from the operations side:
President, CEO, Vice President]
By: ___________________
Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – eg general manager, etc – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation
GENERAL PARTNERSHIPS
335
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
XYZ Land Development,
a California general partnership
By: _____________________
Its: General Partner
LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership
By: _______________________
Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner]
In many cases the general partner will be a corporation so the signature block would look like this:
XYZ Land Development, LP,
A California limited partnership
By: ABC Developers, Inc,
a California corporation
Its: General Partner
336
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
By: ____________________
Its: President, CEO, VP
By: ________________________
Its: Secretary, Treasurer, CFO
LIMITED LIABILITY COMPANY
XYZ Land Development, LLC,
a California Limited Liability Company
By: ______________________
Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]
If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above.
337
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
Exhibit A
1 Exhibit A
Insurance Standards for Construction
(Cover Sheet)
338
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Construction Agreement 1 of 17
**************************************************************************************************** [PLEASE SELECT THE APPROPRIATE SIGNATURE BLOCK FROM THE FOLLOWING SAMPLES]
CORPORATIONS
XYZ Land Development Inc,
a California corporation
By: __________________
Its: __________________
[needs to be officer from the operations side:
President, CEO, Vice President]
By: ___________________
Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – e.g. general manager, etc. – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation
GENERAL PARTNERSHIPS
XYZ Land Development,
a California general partnership
By: _____________________
Its: General Partner
LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership
By: _______________________
Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner]
In many cases the general partner will be a corporation so the signature block would look like this:
XYZ Land Development, LP,
A California limited partnership
By: ABC Developers, Inc,
a California corporation
339
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Construction Agreement 2 of 17
Its: General Partner
By: ____________________
Its: President, CEO, VP
By: ________________________
Its: Secretary, Treasurer, CFO
LIMITED LIABILITY COMPANY
XYZ Land Development, LLC, a
California Limited Liability Company
By: ______________________
Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]
If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above.
340
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Performance Bond 1 of 1
PERFORMANCE BOND Bond No. ___________
WHEREAS,___________________________________________ (“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit performance security.
NOW, THEREFORE, Principal and _______________________________________ (“Surety”), are hereby held and firmly bound unto the City in the amount of $__________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) performs the covenants, conditions, and obligations of the Agreement, including the obligation to indemnify, defend, and hold harmless the City, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.
The Surety’s obligation under this bond shall arise after the City has provided written notice to the Surety, at the address set forth below, of the Principal’s default under the Agreement, and the Principal’s failure to cure the default in accordance with the terms of the Agreement.
The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.
In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.
Principal Surety
NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.
By:
Title:
Date:
By:
Title:
Date:
Address for Notices to Surety:
341
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Payment Bond 1 of 1
PAYMENT BOND Bond No. ___________
WHEREAS, ___________________________________________(“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit payment (labor & material) security for the benefit of all “Claimants”; and the term “Claimants” is defined as any of the persons named in California Civil Code Section 3181, or their assigns.
NOW, THEREFORE, Principal and _________________________________ (“Surety”), are hereby held and firmly bound unto the City, and all Claimants, in the amount of $_________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) and all of its subcontractors pay: (a) all Claimants, and (b) all amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Agreement, and (c) all amounts required to be deducted, withheld, and paid over to the California Employment Development Department from the wages of employees of the Principal and its subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor; then this obligation shall become and be null and void; otherwise it shall remain in full force and effect.
The Surety’s obligation under this bond shall arise, and the Surety shall make appropriate payments, after the Surety has received written notice, at the address set forth below, of the Principal’s failure to make payment in accordance with the obligations of the Agreement or this bond. This bond shall inure to the benefit of the City and Claimants, as to give a right of action to any Claimant or their assigns in any suit brought upon this bond. In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond. The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.
Principal Surety
NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.
By:
Title:
Date:
By:
Title:
Date:
Address for Notices to Surety:
342
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Maintenance Bond 1 of 1
MAINTENANCE BOND
(To be executed after acceptance of project by the City Council)
KNOW ALL MEN BY THESE PRESENTS, that we, ______________________ as Principal, and ___________________________________, as Surety, are held and firmly bound unto the City of Belmont (hereinafter called the Obligee), in the penal sum of ____________________________________________ Dollars ($___________) for the payment of which, well and truly to be made, we do hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has heretofore entered into a contract with the Obligee for the _____________________________________Project, City Contract No.______________; and,
WHEREAS, the work called for under the contract has now been completed and accepted by Obligee;
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the Principal shall for a period of one (1) year from and after the date of the completion and acceptance of the contract indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship that may be discovered within the period aforesaid, then this obligation shall be void; otherwise to remain in full force and effect.
All suits at law or proceedings in equity to recover on this bond must be instituted within twelve (12) months after the expiration of the maintenance period provided for herein.
Principal: _______________________ Surety: _______________________ Corporate Seal (where appropriate) Corporate Seal (where appropriate)
_______________________________ _______________________________ Authorized Signature Authorized Signature
_______________________________ _______________________________ Printed name and title Printed name and title
_______________________________ _______________________________ Date Date
_______________________________ _______________________________ Street Address Street Address
_______________________________ _______________________________ City, State, Zip Code City, State, Zip Code
343
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
ALTERNATIVE CLAUSES
1. Identification of Plans. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Bids, these Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, the Special Provisions , and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also referred to as “Plans”).
The Plans specifically include the following documents: [PLANS] Truck Routes. The contractor shall submit their hauling routes to the City for review, per specifications. The total gross vehicle weight limit for trucks hauling materials throughout Belmont for this project will be THIRTY (30) Tons on all roads, unless otherwise approved by the City. Loads above 30 tons for equipment transport will be considered upon request by the Contractor and can be approved at the discretion of the City.
Alternate Improvement Security Clauses for Agreement Section 13:
Warranty security in the amount of 10 % of the Contract Amount (in the form of the Faithful Performance security) to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).
344
for the project unless registered with the Department of Industrial Relations under Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
8. CONTRACT DOCUMENTS: Bidders may obtain the bidding documents including and Specifications in electronic format at Peninsula Builders Exchange, or local Plan Rooms. Hard copy bid documents are not available at this time.
9. BONDS AND INSURANCE: Bid security in the amount of ten percent (10%) of the Bid Amount must accompany the Bid in accordance with Public Contract Code Section 20170. After award of the contract, the successful bidder must provide security for faithful performance and labor and materials (payment bond) as well as proof of insurance, in accordance with the requirements set forth in the Contract Documents. Bonds must be executed by a surety possessing a valid certificate of authority issued by the California Department of Insurance.
10. SECURITIES SUBSTITUTION: At the request and expense of the Contractor to whom the Contract is awarded, securities in a form approved by the City will be permitted in substitution for money withheld by the City to ensure performance under the Contract, as provided in Public Contract Code Section 22300.
11. PREVAILING WAGE: This project is a public work under Labor Code Section 1770, et seq., and the successful bidder will be required to comply with certain labor standards and employment requirements including payment of the prevailing wage rates in effect on the date this Invitation for Sealed Bids was first published. Copies of the prevailing wage rates can be viewed at:
http://www.dir.ca.gov/DLSR/PWD/ and are on file with the Engineer at the address identified below, and shall be made available to any interested party upon request.
12. SHORING AND BRACING: If the construction involves trenches or open excavations, which are five feet or deeper, each bid submitted in response to this Invitation for Sealed Bids must contain, as a bid item adequate sheeting, shoring, and bracing, or equivalent method, for the protection of life and limb in trenches and open excavation which shall conform to applicable safety orders, as required by Labor Code Section 6707.
13. SPECIFIC BRAND NAME MATERIALS: None
14. WAIVER OF IRREGULARITIES. The City reserves the right, in its sole discretion, to reject any or all Bids, to waive minor irregularities or defects in bidding and to reject nonconforming, nonresponsive or conditional bids.
INQUIRIES: If any bidder has questions regarding this Project, contact the Engineer: Daniel Matthews, One Twin Pines Lane, Suite 385, Belmont, CA 94002, Phone: (650) 637-2985, [email protected]. Any questions addressing the interpretation or clarification of the Contract Documents shall be in writing.
345
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 1 of 9
INSTRUCTIONS TO BIDDERS
1. OBTAINING COPIES OF CONTRACT DOCUMENTS
1.1. Bidders may obtain complete sets of the Contract Documents, at the location designated in the Invitation For Sealed Bids, for the purchase sum stated therein.
1.2. Each bidder shall use a complete set of Contract Documents in preparing its bid.
1.3. The Contract Documents are more particularly defined in the Construction Agreement.
1.4. The City makes copies of the Contract Documents available, on the above terms, for the sole purpose of obtaining Bids for the Work and does not confer a license or grant permission for any other use of the Contract Documents.
2. INTERPRETATION OR CORRECTION OF CONTRACT DOCUMENTS
2.1. Bidder must, before submitting its Bid, carefully study and compare the components of the Contract Documents and must examine the Project Site, the conditions under which the Work is to be performed, and the local conditions.
2.2. In the event Bidder has any question as to the meaning of any part of the Contract Documents, or Bidder finds any error, omission, inconsistency, or ambiguity in the Contract Documents, Bidder must make a written Request for Clarification before submitting its Bid. Requests for clarification or interpretation of the Contract Documents must be addressed only to the Engineer. It is the Bidder’s responsibility to ensure that any such request is submitted to the City in a timely manner, in order to allow the City to issue a written Addenda.
2.3. If necessary, the City will make clarifications, interpretations, corrections, and changes to the Contract Documents by Addenda issued as provided in Section 4 of these Instructions to Bidders, below.
2.4. Purported clarifications, interpretations, corrections, and changes to the Contract Documents made in any other manner are not binding on the City, and Bidders may not rely upon them.
2.5. The plans and specifications, including drawing, plans, maps, diagrams and other graphic representations of the project, show conditions as they are believed by City to exist on the site, but the conditions shown do not constitute a representation by City that they actually exist. Utilities (underground or above-ground), buildings, structures and other improvements may be within or adjacent to the project site. These may or may not be included in the project’s plans and specifications.
2.6. Submission of a bid shall constitute a representation by bidder that they have visited and examined the project site, and examined the plans and specifications. Bidder is relying on their own examination and knowledge of the site and plans in making their bid and not on any representation by City. No 346
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 2 of 9
claim for additional compensation shall be allowed that is based upon a failure to examine or lack of knowledge of the work site or contract documents.
3. PREFERENCE FOR MATERIALS
3.1. In accordance with Public Contract Code Section 3400, except as otherwise specified on the Invitation for Sealed Bids, the City will not limit the bidding, directly or indirectly, to any one specific concern. Whenever any particular material (including product, thing, equipment, or service) is indicated in the Contract Documents by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words “or equal.” A listing of materials is not intended to be comprehensive, or in order of preference.
3.2. Unless a successful bidder (the Contractor) submits a request for substitution of “equal” materials in accordance with the requirements of the Contract Documents, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount and within the Contract Time.
4. ADDENDA
4.1. Addenda will only be issued in writing. The City will make reasonable efforts to deliver Addenda to all Bidders who are known by the City to have received a complete set of Contract Documents and who have provided a delivery address for receipt of Addenda.
4.2. Each Bidder shall be responsible for ascertaining, prior to submitting its Bid, that it has received all issued Addenda. City makes no guarantee that all Bidders will receive all the Addenda. Copies of Addenda will be made available for inspection at the office where Contract Documents are on file for inspection, as indicated on the Invitation for Sealed Bids.
4.3. Addenda withdrawing the Invitation for Sealed Bids or postponing the Bid Deadline may be issued any time before the Bid Deadline. However, if any Addenda results in a material change (addition or deletion) to the Contract Documents, the Bid Deadline will be extended by the City by not less than 72 hours, as provided in Public Contract Code Section 4104.5.
4.4. Each Bidder must acknowledge receipt of all Addenda on the Bid Form. Failure to acknowledge receipt of Addenda may render the bid non-responsive.
5. FILLING IN BID FORMS BY BIDDERS
5.1. All bids must be prepared on the forms provided by the City and submitted in accordance with these Instructions to Bidders. The documents required to be submitted in the bid package are as follows:
Bid
Equal Employment Opportunity Certification (Federal funded projects only) 347
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 3 of 9
Bidder’s Non-collusion Affidavit
Debarment and Suspension Certification
Bidder’s Security
Bidder’s Statement of Responsibility
Any other information required by the Invitation For Sealed Bids
5.2. All blanks on the Bid Forms shall be filled in by typeface or printed legibly in ink.
5.3. Interlineations, alterations, and erasures must all be individually initialed by the Bidder.
5.4. Bidder shall acknowledge receipt of all Addenda on the Bid.
5.5. Bidder shall not modify or qualify the Bid Forms in any manner.
5.6. The Bid Forms shall be signed by a person or persons legally authorized to bind Bidder to the Contract. The individuals signing each document must warrant that they are authorized to bind the legal entity of the Bidder.
6. DESIGNATION OF SUBCONTRACTORS
6.1. The Bidder must comply with the Subletting and Subcontracting Fair Practices Act as set forth in Public Contract Code Section 4100 et seq. (hereinafter referred to as the “Subcontracting Act”). Any reference in these Contract Documents to the requirements of the Subcontracting Act are for the Bidder’s reference, and do not limit the Bidder’s or Contractor’s obligations under law.
6.2. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.
6.3. The Bidder must list, in the Bid:
The name and location of the place of business of each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the Work for this Project, or a subcontractor licensed by the State of California who, under subcontract to the Bidder, specially fabricates and installs a portion of the Work or improvements according to detailed drawings contained in the plans and specifications, in an amount in excess of the minimum threshold of the Subcontracting Act. Generally, the minimum threshold is one-half of one percent (0.5%) of Bidder’s Bid Amount; however, if the contract is for the construction of streets (including highways or bridges), the minimum threshold is the greater of: (a) onehalf of one percent (0.5%) of Bidder’s Bid Amount, or (b) ten thousand dollars ($10,000).
The portion of the Work which will be done by each subcontractor described in Instructions To Bidders subsection 6.3.1.
348
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 4 of 9
6.4. The Bidder must list only one subcontractor for each portion of the Work as is defined by the Bidder in the Bid.
6.5. The Bidder must not list any subcontractor who is ineligible under Labor Code Sections 1777.1 and 1777.2, and Public Contract Code Section 6109.
6.6. The Bidder is subject to the penalties set forth in the Subcontracting Act if the Bidder lists in its Bid another contractor who will in turn sublet portions constituting the majority of Work covered by the prime contract.
6.7. If the Bidder fails to specify a subcontractor, or if the Bidder specifies more than one subcontractor for the same portion of the Work, the Bidder agrees that it is fully qualified to perform that portion itself, and that the Bidder must perform that portion itself.
6.8. If, after award of the Contract, the successful Bidder (“Contractor”) subcontracts, except as provided in the Subcontracting Act, the Contractor is subject to the penalties set forth in the Subcontracting Act. If the Contractor violates any provisions of the Subcontracting Act, the Contractor violates the Contract and the City may either cancel this Contract or assess a penalty to the Contractor in accordance with the terms of the Subcontracting Act.
7. BID SECURITY
7.1. Each Bid shall be accompanied by Bid Security, in the amount of ten percent (10%) of the Bid Amount, as security for Bidder’s obligation to enter into a Contract with the City on the terms stated in the Bidding Documents. Bid Security shall be in one of the following forms: cash, a cashier’s check made payable to the City of Fremont, a certified check made payable to the City of Belmont, or a Bid Bond executed by an admitted surety insurer in the form contained in the Bidding Documents.
7.2. If a Bid Bond is submitted, and an attorney-in-fact executes the Bid Bond on behalf of the surety, a notarized and current copy of the power of attorney shall be affixed to the Bid Bond. The surety issuing the Bid Bond shall meet the requirements set by California law.
7.3. The City reserves the right to retain the Bid Security of all bidders until the occurrence of one of the following:
The successful Bidder has properly and timely executed and submitted all items required by Instructions To Bidders Section 13, including the Agreement.
The time period for the City’s review of Bids as specified in Instructions To Bidders Section 9 has expired.
The Bids have been rejected by the City.
8. SUBMISSION OF BIDS
8.1. All Bid Forms (using the forms supplied by the City, as defined in Instructions to Bidders Section 5), including all documents required to be submitted with the Bid, shall be enclosed in a sealed opaque 349
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 5 of 9
envelope with the following address and identification on the face. If the Bid is sent by mail, the sealed envelope shall be enclosed in a separate mailing envelope. (Name of Bidder)
Sealed Bid Proposal for City Contract No. 2026-647
2026 Pavement Rehabilitation Project
City of Belmont
8.2.Bids may be mailed or delivered by messenger. It is the Bidder’s responsibility alone to ensure that the Bid is received at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids. Any Bid received after the exact time of the Bid Deadline will be returned unopened.
8.3.Oral, telephonic, facsimile, telegraphic, or electronically transmitted Bids are invalid and will not be accepted.
9. WITHDRAWAL OF BIDS
9.1. After a Bid is received by the City, the Bid may be withdrawn only by a written request signed by the Bidder. In order to cause a withdrawal of the Bid, the request must be received by the City at the place (and before the Bid Deadline) specified in the Invitation for Sealed Bids.
9.2. No oral request for withdrawal will be considered. No oral or written request for modification will be considered.
9.3. The withdrawal of a Bid shall not prejudice the right of the Bidder to submit a new Bid, provided the new Bid is submitted in accordance with these Bidding Requirements.
9.4. After the Bid Deadline, a bidder may not withdraw its bid for a period of at least sixty (60) calendar days following the Bid Deadline, subject to the exceptions stated in this section 9.
The sixty (60) day review period may be extended upon the written request by the Engineer, and written approval by the affected Bidders.
If a bidder is not the low monetary bidder, a bidder may make a written request (no earlier than five working days after the Bid Opening) for an early release of bid security. The Engineer is authorized to release a bidder’s bid security if the Engineer determines, in his/her sole discretion, that the bid is not likely to be recommended to the Awarding Body for award (based on the dollar amount of the bid in excess of the estimated project cost, or based on the number of responsive bidders with a lower monetary bid).
9.5. A Bidder shall be permitted to withdraw a Bid after the Bid Deadline only if the Bidder establishes, to the satisfaction of the Engineer, all of the elements identified in Public Contract Code Section 5103, including the following:
A clerical error was made by the Bidder in filling out the Bid; and the error was not due to error in judgment or to carelessness in inspecting the site of the Work, or in reading the plans or specifications.
350
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 6 of 9
The clerical error caused the Bid to be materially different than the Bidder intended the Bid to be.
The Bidder gave the City written notice within five working days, excluding Saturdays, Sundays, and state holidays, after the opening of the Bids of the mistake, specifying in the notice in detail the nature of the mistake and how the mistake occurred.
10. BID OPENING AND REVIEW OF BIDS BY THE CITY
10.1. Bids submitted in accordance with the requirements of the Bidding Documents, and received on or before the Bid Deadline in accordance with the requirements of the Invitation for Sealed Bids, will be opened publicly, and the dollar amounts of each bid will be read aloud.
10.2. The City reserves the right to:
reject all Bids;
reject any Bid not accompanied by the required Bid Security or any other item required by the Bidding Documents, or a Bid which is in any other way incomplete or irregular; and, waive irregularities in a Bid, and to award the Contract to the Lowest Responsible Bidder (as determined by the City), only if the irregularities are non-material and inconsequential.
11. CITY’S DETERMINATION OF LOWEST RESPONSIBLE BIDDER
11.1. The term “Lowest Responsible Bidder” means the “Lowest Monetary Bidder” whose Bid is “responsive,” and who is “responsible” to perform the Work required by the Contract Documents, as those terms are defined by State law, including Public Contract Code Sections 20161, et seq, and 22030 et seq. This Section 11 summarizes the procedure by which the City will determine the “Lowest Responsible Bidder” in accordance with State law.
11.2. The City shall determine the “Lowest Monetary Bidder” on the basis of the Bid Amount, in accordance with the calculation criteria set forth on the Bid.
11.3. After the “Lowest Monetary Bidder” has been determined, the Lowest Monetary Bidder’s Bid will be evaluated by the Engineer in order to determine whether or not that Bid is “responsive.” The term “responsive” is defined by State law, but generally means that the Bid has been prepared and submitted in accordance with the requirements of the Bidding Requirements.
11.4. If the Lowest Monetary Bidder’s Bid is responsive, that Bidder’s qualifications will be evaluated by the Engineer to determine whether or not the Bidder is “responsible” to perform the Work required by the Contract Documents. The Engineer shall review “responsibility” of Bidders based upon the City’s analysis of the information submitted on the Bidder’s Statement of Responsibility (as a part of the Bid Forms) in accordance with the criteria set forth in Instructions To Bidders Section 12.
11.5. If the Engineer finds that the Lowest Monetary Bidder submitted a responsive Bid, and that the Bidder is responsible, then that Bidder will be deemed the apparent “Lowest Responsible Bidder”.
11.6. If the Engineer finds that the Lowest Monetary Bidder’s Bid is not responsive, or that the Lowest Monetary Bidder is not responsible, then the Engineer may review the responsiveness and 351
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 7 of 9
responsibility of the next Low Monetary Bidder. If the Engineer finds that the next Low Monetary Bidder is responsive and responsible, then that next Low Monetary Bidder shall be deemed the apparent “Lowest Responsible Bidder. This process may continue until the Engineer finds the Lowest Monetary Bidder which is also responsive and responsible. In the event that one or more Low Monetary Bidders are found by the Engineer to be non-responsive or non-responsible, those Bidders will be given notice and a reasonable opportunity to present additional relevant evidence to the Engineer, within five working days after the Bidder receives the notice.
11.7. No Bid shall be binding upon the City until after the Contract is signed by both the Contractor and the City. The City may investigate the responsibility and qualifications of all Bidders to whom the award is contemplated for a period not to exceed sixty (60) days after the Bid opening. The sixty (60) day review period may be extended upon the written request by the Engineer and written approval by the affected Bidders.
11.8. Bid Protest. The City will issue a Notice of Intent to Award before the actual award. Any Bid protest must be submitted in writing to the Engineer before 5:00 p.m. of the fifth (5th) calendar day following posting of a Notice of Intent to Award for Construction in the City Hall Lobby. City will use reasonable efforts to deliver by email a copy of the Notice of Intent to Award to all Bidders who submitted Bids and provided an email address no later than one working day after its issuance, although any delay or failure to do so will not extend the Bid protest deadline described above. The following conditions will apply to all protests.
The initial protest document must be in writing, contain a complete statement of the legal ground for the protest; all the relevant facts to the protest; and the form of relief requested and the legal basis for such relief.
The protest must refer to the specific portion of the document that forms the basis for the protest.
The protest must include the name, address and telephone number of the protesting party or the person representing the protesting party. If an email address is available, it should also be included.
The party filing the protest must concurrently transmit a copy of the initial protest document and any attached documentation to all other parties with a direct financial interest that may be adversely affected by the outcome of the protest.
The procedure and time limits set forth in this paragraph are mandatory and are Bidders sole and exclusive remedy in the event of Bid protest. Bidders failure to comply with these procedures shall constitute a waiver of any right to further pursue the Bid protest, including filing a Government Code Claim or legal proceedings. A Bidder may not rely on a protest submitted by another Bidder, but must timely pursue its own protest. The City will respond to any properly submitted protest within fifteen (15) calendar days and shall provide a hearing to the protesting bidder but only if the hearing is requested by the protesting bidder in the protest. The City’s decision on the protest shall be final. 352
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 8 of 9
12. CITY’S DETERMINATION OF RESPONSIBILITY
12.1. The term “responsible” is defined by California law, but generally means that the Bidder is able to demonstrate that it possesses: (1) the capacity to perform the Work required by the Contract Documents with respect to financial strength, resources available, and experience; and (2) the integrity and trustworthiness to complete performance of the Work in accordance with the Contract Documents.
The City may consider the following factors, in relation to the Work to be performed for this Project, in determining whether nor not a Bidder is “responsible”:
Demonstrated financial strength including, but not limited to, resources available, bonding capacity, and available insurance.
Demonstrated safety record including, but not limited to, Experience Modification Rate.
Successful completion of projects of similar scope and size. In reviewing this factor, the City may consider elements including, but not limited to, contract amount of completed projects, experience on public works projects, experience implementing prevailing wage certified payroll requirements, timeliness of performance, and, if necessary, evaluation of Bidder’s work by previous cities, clients, design professionals, or subcontractors.
Sufficiency of contract administration and construction management systems including, but not limited to, proposed scheduling tools, proposed subcontract forms, proposed progress payment applications, and proposed certification of payroll documents.
History of claims, litigation, and termination or disqualification from projects.
12.2. The City will make its determination of responsibility based upon information submitted by Bidders contained in the “Bidders Statement of Responsibility,” included in the Bid Forms, and, if necessary, interviews with previous cities, clients, design professionals, or subcontractors with whom the Bidder has worked. If a non-responsive or non-responsible Bidder submits additional evidence pursuant to Instructions To Bidders Section 11, then that additional evidence shall be considered by the Engineer in making a determination of the Lowest Responsible Bidder.
13. AWARD OF CONTRACT
After the determination as to which Bidder is the Lowest Responsible Bidder, the City will issue a Notice of Award to the Lowest Responsible Bidder. No contractor or subcontractor may be awarded a contract for the project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations under Labor Code section 1725.5. Within seven (7) calendar days after receipt of the Notice of Award, Bidder shall submit to the City all of the following properly signed items:
Two originals of the Agreement signed by Bidder.
Documentation of authority of individual or individuals to sign the Agreement on behalf of Bidder.
The Improvement Security required by Agreement Section 13.
Proof of Insurance required by Agreement Section 14.
353
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bidding Instructions 9 of 9
Documentation of payment of City of Belmont business tax as provided in Agreement Section
12. Copy of Contractor’s State Contractor’s License.
Identification of Contractor’s Authorized Representative required by Agreement Section 6.
For joint ventures, proof of Department of Industrial Relations Registration for the Contractor and each subcontractor.
14. FORFEITURE OF BID SECURITY
In the event that Bidder does not properly and timely execute and submit the items set forth in subsection 13.1, above, the Bid Security shall be forfeited to the City and the City may award the Contract to next Lowest Responsible Bidder. The forfeited Bid Security may be utilized by the City in accordance with Public Contract Code Sections 20170 through 20174. 354
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 1 of 14
BID
BID TO: Belmont City Clerk
One Twin Pines Lane
Belmont, California 94002
BID FROM: _______________________________________________________________________ Insert Full Legal Name of Bidder (Firm Submitting Bid)
NOTE: All portions of these Bid Forms (including the Bid, Bidder’s Non-Collusion Affidavit, Bidder’s Statement of Responsibility, and Bid Bond or alternative bidder’s security) must be properly completed, signed, and submitted with the Bid. Failure to do so may result in the Bid being deemed non-responsive by the City.
SCOPE OF BID. Bidder hereby offers to furnish for the above referenced Project all labor (including supervision), materials and equipment (whether or not permanent or temporary, and whether or not actually incorporated into the Work), utilities (including water, sanitary facilities, electricity, fuel, light, heat, and telephone), tools, transportation, and services necessary to complete the Work on this Project in accordance with the Contract Documents and to complete all requirements of the Contract Documents for the amounts quoted in this Bid (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), as modified pursuant to the terms of the Contract Documents. Bidder will not withdraw its Bid for at least sixty (60) calendar days after the Bid Deadline, unless otherwise extended by the written agreement of the City and Bidder. If Bidder is selected as the Lowest Responsible Bidder, Bidder shall, within seven (7) calendar days after receipt of Notice of Award, sign and deliver to the City all documents identified in Section 13 of the Instructions to Bidders (including the Agreement, performance bond, payment bond, and proof of insurance). Time is of the essence. If awarded the Contract, Bidder agrees to complete the Work within the time specified in the Invitation For Sealed Bids.
ADDENDA. Bidder shall insert, in the blank lines below (or additional pages, if needed), each Addenda received by the Bidder, and incorporated herein by reference into this Bid.
Bidder hereby acknowledges receipt of the following Addenda (Addendum No. and Date Issued):
Addendum No. Date Issued
_________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ _________________________________ 355
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 2 of 14
BID AMOUNT.
3.1.Estimated Quantities. Since the amounts identified in the Bid Spreadsheet (Section 4, below) are estimates for the purpose of comparing bids, the City reserves the right to increase or decrease the quantities to reflect the actual amount of work to be performed by the Contractor in accordance with the requirements of the Contract Documents.
3.2.Unit Price Bids. For each bid item identified in the Bid Spreadsheet (Section 4, below), the Bidder shall provide a bid item unit price and a bid item extension (bid item unit price multiplied by bid item estimated quantity equals bid item extension). In case of a math error or ambiguity, bid item unit prices shall prevail over the bid item extensions.
3.3.Total Bid Amount. The Bidder shall identify the Total Bid Amount, which shall equal the sum of all bid item extensions and bid alternates. The total bid amount shall include the total of all bid schedules. In case of a math error or ambiguity, bid item extensions shall prevail over the Total Bid Amount. The Total Bid Amount shall be the total dollar amount bid by the Bidder, for the Bidder’s performance of all Work in accordance with the Contract Documents (and payment of all Bidder’s costs required therefor, whether or not specifically identified herein). The Total Bid Amount may also be referred to in the Contract Documents as the Contract Amount.
3.4.Basis of Award. The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid. The lowest Bid will be determined on the basis of the Total Bid Price plus Alternates. City reserves right to award Alternates in any order or none at all based upon available funding.
3.5.Alternate Bids. Alternate bids proposed by the Bidder will be considered by the City.
BID SPREADSHEET. Bidder hereby offers to provide to the City the Work required by the Contract Documents (as defined in Agreement Section 2), for the amounts quoted in this Bid, as follows. Bidder shall complete bid schedule, the total bid amount shall constitute the total of all Bid Item Extensions.
356
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 3 of 14
BASE BID - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1 Mobilization TS 2-3 LS 1
2 Traffic Control TS 3-2 LS 1
3 Storm Water Pollution Control
Program TS 4-3 LS 1
4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
5 3/8" HMA (Type A) PG 64-10 TS 10-4 TN 474
6 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 2,159
7 Cold Plane 4" TS 11-3 SF 6,263
8 Cold Plane 5" TS 11-3 SF 10,918
9 Keycut A1 (6', 1-3/4") TS 11-3 LF 6,750
10 Keycut A2 (8', 1-3/4") TS 11-3 LF 1,640
11 Keycut B1 (20', 2-1/4") TS 11-3 LF 284
12 Remove & Replace 4" HMA TS 12-4 SF 17,550
13 Remove & Replace 8" HMA Over
Shalllow Utilities TS 12-4 SF 378
14 HMA Conform TS 12-4 SF 7,152
15 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 2,080 16 Pulverize 12", Remove & Dipose of
4" Pulverized Material TS 14-4 SF 10,365
17 Cement Treat 8" Subgrade, Tim to
Top of Subgrade TS 14-4 SF 10,365
18 Cement TS 14-4 TN 26
19 Place & Compact 3" Decomposed
Granite TS 15-4 SF 30
20 Install Detectable Warning Surface TS 17-4 SF 329
21 Remove & Replace PCC
Sidewalk/Ramping Surface TS 17-4 SF 4,413
22 Remove & Replace PCC Driveway TS 17-4 SF 364
23 Remove & Replace PCC Valley
Gutter & Apron TS 17-4 SF 2,197
24 Remove & Replace/Construct PCC
Rolled Curb & Gutter TS 17-4 LF 234
25 Remove & Replace/Construct PCC
Standard Curb & Gutter TS 17-4 LF 630
26 Remove & Replace/Construct PCC
Driveway Curb & Gutter TS 17-4 LF 183
27 Construct PCC Valley Curb & Gutter TS 17-4 LF 669
357
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 4 of 14
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
28 Remove & Replace/Construct PCC
Retaining Curb @ Back of Curb
Ramp
TS 17-4 LF 556
29 Remove & Replace/Construct Type
GO Inlet Apron TS 17-4 EA 3
30 Reconstruct Top of Curb Inlet/Catch
Basin TS 17-4 EA 3
31 Relocate Utility Box Behind Back of
Sidewalk TS 17-4 EA 1
32 Replace Drain Pipes Under
Sidewalk/Curb Ramp TS 17-4 EA 2
33 Remove & Replace Wooden Fence
(Allowance) TS 17-4 LS 1
34 Prune & Remove Tree Roots (Under
PCC/HMA Repairs) TS 18-3 EA 5
35 Tree Removal Less than 24"
Diameter (Allowance) TS 18-3 EA 5
36 Install Root Barrier TS 18-3 LF 96
37 Survey Monument Preservation TS 19-2 EA 2
38 Replace Non-Standard Survey
Monumentation w/ Street Monument TS 19-2 EA 2
39 Reset Non-Standard Survey
Monumentation (Allowance) TS 19-2 EA 2
40 Locate Buried Monument (Allowance) TS 19-2 EA 2
41 Lower Gas Valve Cover TS 20-4 EA 1
42 Lower Sanitary Sewer Manhole
Cover TS 20-4 EA 19
43 Lower Storm Drain Manhole Cover TS 20-4 EA 2
44 Lower Sewer Cleanout Cover TS 20-4 EA 2
45 Lower Survey Monument Cover TS 20-4 EA 11
46 Lower Water Meter Cover TS 20-4 EA 1
47 Lower Water Valve Cover TS 20-4 EA 17
48 Adjust Catch Basin Frame & Grate to
Finish Grade TS 20-4 EA 3
49 Adjust Electrical Box to Finish Grade TS 20-4 EA 1
50 Adjust Gas Valve Cover to Finish
Grade TS 20-4 EA 1
51 Adjust Sanitary Sewer Manhole
Cover to Finish Grade TS 20-4 EA 25
52 Adjust Storm Drain Manhole Cover to
Finish Grade TS 20-4 EA 2
358
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 5 of 14
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
53 Adjust Sewer Cleanout Cover to
Finish Grade TS 20-4 EA 3
54 Adjust Survey Monument Cover to
Finish Grade TS 20-4 EA 24
55 Adjust Water Meter Cover to Finish
Grade TS 20-4 EA 1
56 Adjust Water Valve Cover to Finish
Grade TS 20-4 EA 17
57 Install Blue RPM at Fire Hydrant TS 21-4 EA 11
58 12" White Crosswalk/Limit Line
(Thermo) TS 21-4 LF 229
59 24" White Crosswalk Line (Thermo) TS 21-4 LF 56
60 Striping Detail #2 (Thermo &
Markers) TS 21-4 LF 30
61 Striping Detail #22 (Thermo &
Markers) TS 21-4 LF 60
62 Pavement Marking "STOP" Legend
(Thermo) TS 21-4 EA 13
63 Red Curb Paint TS 21-4 LF 189
64 Replace BPW Stencil on Red Curb
Paint TS 21-4 EA 10
65 Install/Relocate Road Sign and Post TS 22-4 EA 5
66 Remove & Replace 2'x10' Header
Board TS 23-4 LF 20
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
BIDDER____________________________________________________________________
BID SUMMARY
BASE BID
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
359
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 6 of 14
BID ALTERNATE 1 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1-1 Mobilization TS 2-3 LS 1
1-2 Traffic Control TS 3-2 LS 1
1-3
Storm Water Pollution Control
Program TS 4-3 LS 1
1-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
1-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 1,192
1-6
Remove & Replace 4" HMA Over
Shallow Utilities TS 12-4 SF 240
1-7
Remove & Replace 6" HMA Over
Shallow Utilities TS 12-4 SF 320
1-8
Remove & Replace 8" HMA Over
Shalllow Utilities TS 12-4 SF 564
1-9 HMA Conform TS 12-4 SF 2,495
1-10 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 1,685 1-11 Pulverize 9", Remove & Dipose of 3"
Pulverized Material TS 14-4 SF 27,167
1-12 Cement Treat 6" Subgrade, Tim to
Top of Subgrade TS 14-4 SF 27,167
1-13 Pulverize 12", Remove & Dipose of
4" Pulverized Material TS 14-4 SF 22,954
1-14 Cement Treat 8" Subgrade, Tim to
Top of Subgrade TS 14-4 SF 22,954
1-15 Cement TS 14-4 TN 75
1-16 Install Detectable Warning Surface TS 17-4 SF 78
1-17 Remove & Replace PCC
Sidewalk/Ramping Surface TS 17-4 SF 1,030
1-18 Remove & Replace PCC Driveway TS 17-4 SF 190
1-19 Remove & Replace/Construct PCC
Rolled Curb & Gutter TS 17-4 LF 234
1-20 Remove & Replace/Construct PCC
Standard Curb & Gutter TS 17-4 LF 386
1-21 Remove & Replace/Construct PCC
Driveway Curb & Gutter TS 17-4 LF 67
1-22 Construct PCC Valley Curb & Gutter TS 17-4 LF 26
1-23
Remove & Replace/Construct PCC
Retaining Curb @ Back of Curb
Ramp
TS 17-4 LF 99
1-25 Lower Sanitary Sewer Manhole
Cover TS 20-4 EA 10
1-26 Lower Survey Monument Cover TS 20-4 EA 1
360
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 7 of 14
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
1-27 Lower Water Valve Cover TS 20-4 EA 9
1-28 Adjust Sanitary Sewer Manhole
Cover to Finish Grade TS 20-4 EA 10
1-29 Adjust Survey Monument Cover to
Finish Grade TS 20-4 EA 1
1-30 Adjust Water Valve Cover to Finish
Grade TS 20-4 EA 9
1-31 Install Blue RPM at Fire Hydrant TS 21-4 EA 5
1-32 12" White Crosswalk/Limit Line
(Thermo) TS 21-4 LF 214
1-33 24" White Crosswalk Line (Thermo) TS 21-4 LF 128
1-34 Pavement Marking "STOP" Legend
(Thermo) TS 21-4 EA 4
1-35 Red Curb Paint TS 21-4 LF 45
1-36 Replace BPW Stencil on Red Curb
Paint TS 21-4 EA 4
1-37 Install/Relocate Road Sign and Post TS 22-4 EA 1
*NOTE: In case of error in extension of price into the total price column, the unit price will govern.
BIDDER____________________________________________________________________
BID SUMMARY
BID
ALTERNATE 1
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
361
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 8 of 14
BID ALTERNATE 2 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
2-1 Mobilization TS 2-3 LS 1
2-2 Traffic Control TS 3-2 LS 1
2-3
Storm Water Pollution Control
Program TS 4-3 LS 1
2-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
2-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 136
2-6 Cold Plane 2" TS 11-3 SF 9,852
2-7 HMA Conform TS 12-4 SF 102
2-8 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 301 2-9
Remove & Replace/Construct PCC
Rolled Curb & Gutter TS 17-4 LF 50
2-10 Survey Monument Preservation TS 19-2 EA 1
2-11 Replace Non-Standard Survey
Monumentation w/ Street Monument TS 19-2 EA 1
2-12 Reset Non-Standard Survey
Monumentation TS 19-2 EA 0
2-13 Locate Buried Monument (Allowance) TS 19-2 EA 0
2-14 Lower Water Valve Cover TS 20-4 EA 2
2-15 Adjust Water Valve Cover to Finish
Grade TS 20-4 EA 2
2-16 Install Blue RPM at Fire Hydrant TS 21-4 EA 2
2-17 12" White Crosswalk/Limit Line
(Thermo) TS 21-4 LF 10
2-18 Pavement Marking "STOP" Legend
(Thermo) TS 21-4 EA 1
2-19 Red Curb Paint TS 21-4 LF 18
NOTE: In case of error in extension of price into the total price column, the unit price will govern. 362
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 9 of 14
BIDDER____________________________________________________________________
BID SUMMARY
BID
ALTERNATE 2
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
363
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 10 of 14
BID ALTERNATE 3 - BID SCHEDULE
BIDDER: _______________________________________________________________ ITEM
NO. BID ITEMS PAYMENT REFERENCE UNIT TOTAL QUANTITIES
UNIT
PRICE
*TOTAL
COST
3-1 Mobilization TS 2-3 LS 1
3-2 Traffic Control TS 3-2 LS 1
3-3
Storm Water Pollution Control
Program TS 4-3 LS 1
3-4 Trimming, Clearing, and Grubbing TS 6-3 LS 1
3-5 1/2" HMA (Type A) PG 64-10 TS 10-4 TN 92
3-6 Cold Plane 2" TS 11-3 SF 0
3-7 Remove & Replace 2" HMA TS 12-4 SF 7,587
3-8 6" Deep Lift Stabalization (Allowance) TS 12-4 SF 246 3-9
Prune & Remove Tree Roots (Under
PCC/HMA Repairs) TS 18-3 EA 9
3-10 Install 2"x4" Redwood Header Board TS 23-4 LF 1,896 3-11 Salvage & Replace Fence, Protect
Post During Construction TS 24-4 LF 446
NOTE: In case of error in extension of price into the total price column, the unit price will govern.
BIDDER____________________________________________________________________
BID SUMMARY
BID
ALTERNATE 3
TOTAL
PRICE IN
FIGURES
$
TOTAL
PRICE IN
WORDS
364
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 11 of 14
TOTAL BID SUMMARY
TOTAL: BASE BID + BID ALTERNATES 1-3 (IN FIGURES)
TOTAL: BASE BID + BID ALTERNATES 1-3 (IN WORDS)
4. BID SECURITY. Bidder must attach Bid Security in the amount of ten percent (10%) of the Bid Amount (see Section 7 of the Instructions to Bidders).
5. LIST OF SUBCONTRACTORS.
6.1. Bidder will use Subcontractors for the Work:
YES_______________ NO_______________
6.2. If yes, the Bidder hereby certifies that the following is a list of all subcontractors which the Bidder is required by law to name in its bids. Generally, bidders are required to identify each subcontractor performing more than one half of one percent of the work. However, more particular requirements are contained in the Subletting and Subcontracting Fair Practices Act, Public Contract Code Sections 4100 et seq. (the “Subcontracting Act”), summarized in Section 6 of the Instructions to Bidders.
6.3. Bidders are reminded of the severe penalties imposed by the Subcontracting Act for a failure to list all required subcontractors (Work Activity, Name, and Address) on this sheet. Bids will not be found non-responsive for omission (at time of bid) of additional information regarding estimated dollar amount of subcontracted work or subcontractor license number. However, 365
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 12 of 14
bidders shall submit all information required by this sheet by no later than 24 hours after written request by the City.
6.4. ALL BIDDERS ARE HEREBY NOTIFIED THAT: the successful bidder will be required to perform not less than ***fifteen*** percent (***15%***) of the Work with the successful bidder’s own organization. A failure of the Bid to establish compliance with this requirement may render the bid non-responsive, or it may result in a determination of bidder nonresponsibility based on a failure to demonstrate adequate resources available to perform the Work.
Subcontracted work
activity
Subcontractor name
including address
(City and State)
Est. $ amt. of
subcontracted
work
Subcontractor’s
License no.
DIR #
___________________ ________________ $____________ _________ ____________________ _________________ $____________ _________ NOTE: Provide additional sheets if required. (copy of this sheet is acceptable)
6. REPRESENTATIONS OF BIDDER.
7.1. By submitting this Bid, Bidder declares under penalty of perjury the following representations are true and correct:
Bidder has read and understands all requirements of the Contract Documents, and this Bid is made in accordance with those requirements. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Sealed Bids, these Instructions to Bidders, Supplemental Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, Special Provisions , the, and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also defined as “Plans”).
Any questions by the Bidder regarding the meaning of any part of the Contract Documents have been submitted, in writing, by the Bidder to the City, in accordance with Section 2 of the Instructions to Bidders.
Bidder has visited and examined the Project site of the proposed work, and Bidder is familiar with all the conditions related to the proposed work, including the availability of labor, materials (including transportation, handling, delivery, and storage), equipment, and utilities (including water and electricity), and is familiar with local conditions (including 366
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 13 of 14
weather, road access and truck routes, and surface and subsurface conditions) as related to requirements of the Contract Documents.
The Bid is based upon the materials, equipment, and systems required by the Bidding Documents without exception.
The Contract Time, as specified in the Invitation For Sealed Bids, is reasonable for performing the Work and that Contractor is able to perform the Work within the Contract Time.
Bidder has the expertise and financial capacity to perform and complete all obligations required by the Contract Documents.
Bidder is aware of and, if awarded the Contract, will comply with applicable legal requirements, including all City Regulations (including payment of City business license tax) in its performance of the Work.
The Bidder shall comply with the requirements of the Labor Code, including Sections 1770 et seq., and the Bidder shall comply with the General Prevailing Wage Determination Made by the Director of Industrial Relations that is in effect on the date of the Invitation for Sealed Bids. The prevailing wage rate schedule is on file with the Engineer and will be made available for review upon request.
Bidder certifies that, for the excavation of any trench of a depth of five feet or more, its bid includes the cost for adequate sheeting, shoring, and bracing or equivalent method (including costs of design), for the protection of life or limb, which shall conform to applicable safety orders, in accordance with Labor Code Sections 6705 and 6707.
7.2. In accordance with Business and Professions Code Section 7028.15, Bidder certifies, under penalty of perjury, that the information contained in this subsection 7.2, below, is true and correct. Any bidder who is not licensed in accordance with the Business and Professions Code, and in accordance with the Invitation For Sealed Bids, shall be considered non-responsive and shall be rejected by the City.
State Contractor’s License No. and Class .
Original date license issued, and License expiration date .
7.3. As required by Government Code Section 4552, in submitting a Bid to the City, Bidder offers and agrees that, if the Bid is accepted, it will assign to the City all rights, title and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C., Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, materials, or services by Bidder for the sale to City pursuant to the Bid. Such assignment shall be made and become effective at the time City tenders final payment to Bidder.
7.4. Bidder acknowledges that, unless the bidder submits a request for substitution of “equal” materials in accordance with the requirements of the Agreement, and unless the City approves the substitution in accordance with the requirements of the Contract Documents, the Contractor shall furnish and install the specified material for the Bid Amount. 367
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bid 14 of 14
IN WITNESS WHEREOF, the individuals signing this Bid represent and warrant that they have the right, power, legal capacity, and authority to sign this Bid on behalf of the Bidder, and have caused this Bid to be executed by setting hereto their names, titles, and signatures at _____________ County, in the State of _______________________.
BIDDER: _______________________________________________________________________ (Signature) (Date)
_______________________________________________________________________ (Name and Title of Signatories)
_______________________________________________________________________ (Legal Name of Bidder, including type of organization, e.g., corp. or partnership) _______________________________________________________________________ (Bidder’s Street and Mailing Address)
_______________________________________________________________________ (City, State, Zip Code)
_________________________________ ____________________________ (Telephone Number) (Email Address)
368
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Equal Employment Opportunity Certification 1 of 1
EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION
The bidder ______________________________________________________________ and proposed subcontractor hereby certifies that it has _____, has not ____ participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that where required, filed with the Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency, or the former President’s Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements.
NOTE: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7(b)(1)) and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts that are subject to the equal opportunity clause. Contract and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt).
Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations.
Proposed prime contractors and the subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60.1.7(b)(1) prevents the award of contract or subcontracts unless such Contractor submits a reporting covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor.
The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided.
The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 369
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
NON-COLLUSION DECLARATION
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
The undersigned declares:
I am the ____________________ of __________________, the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ______________________ [date], at _______________________[city], __________________[state].
BIDDER: _______________________________________________________________________ (Signature) (Date)
_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)
_______________________________________________________________________ (Legal Name of Bidder)
370
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Debarment and Suspension Certification 1 of 1
DEBARMENT AND SUSPENSION CERTIFICATION
Title 49, Code of Federal Regulations, Part 29
The bidder, under penalty of perjury, certifies that, except as noted below, he/she or any other person associated therewith in the capacity of owner, partner, director, officer, manager:
• Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any Federal agency;
• Has not been suspended, debarred, voluntarily excluded or determined ineligible by any Federal agency within the past 3 years;
• Does not have a proposed debarment pending; and
• Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years.
If there are any exceptions to this certification, insert the exceptions in the following space.
Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of action.
The above Certification is part of this Proposal. Signing this Proposal on the signature portion thereof shall also constitute an endorsement and execution of the certification. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution. 371
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 1 of 10 BIDDER’S STATEMENT OF RESPONSIBILITY
(Must be executed by Bidder and submitted with Bid)
1. SCOPE OF THIS STATEMENT OF RESPONSIBILITY. In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder shall provide the information required herein as a part of its Bid.
1.1. City’s Right to Use the Bidder’s Statement of Responsibility. The City shall use the information required by this Statement of Responsibility for the sole purpose of determining the Bidder’s “responsibility.” While the City conducts its deliberative process to determine whether a bidder is “responsible,” the City will not disclose “confidential” information (as identified by the Bidder pursuant to paragraph 1(b), below) unless otherwise compelled by a court order. However, if there is a challenge regarding the City’s determination of whether a Bidder is “responsible,” the City shall have the right to use any and all information contained herein in support of the City’s determination, and the Bidder waives any claim against the City for the City’s use of information for this intended purpose.
1.2. Bidder’s Obligation to Identify Confidential Information. If a Bidder believes that any portion of this Statement of Responsibility is “confidential” and not legally subject to public disclosure in accordance with the requirements of the California Public Records Act (Government Code Sections 6250, et seq), the Bidder shall: (1) clearly mark the relevant portions of the Statement of Responsibility as “Confidential”; and (2) upon request from the City, identify the legal basis for exception from disclosure under the Public Records Act; and (3) the Bidder shall defend, indemnify, and hold harmless the City regarding any claim by any third party for the public disclosure of the “Confidential” portion of the Statement of Responsibility; and (4) if the Bidder fails to identify information as “Confidential,” or if the Bidder fails to defend and indemnify the City regarding any claim by any third party for the public disclosure of a “Confidential” portion of the Statement of Responsibility, the Bidder shall hold the City harmless and waive any claim against the City for any damages allegedly related to any public disclosure of any portion of the Statement of Responsibility.
1.3. Additional Pages. If additional pages are required to respond to any of the questions set forth in this Statement of Responsibility, the Bidder shall describe and list the additional pages in Section 16, below.
2. EXPERIENCE
2.1. How many years has the Bidder been performing work as a contractor under the present business name?
2.2. If any of the experience listed in this document refers to work performed under a different name, list the different business names and describe the relationship to the present business name on a separate page (list the additional pages in Section 13 below).
3. CURRENT WORK IN PROGRESS
3.1. For how many construction projects is the Bidder under contract to perform (which are currently under construction)? ___________________________________________
3.2. What is the total dollar amount of the construction contracts listed in Subsection 3.1? _________________________________________________________________
3.3. What is the total bonding capacity of the Bidder? ___________________________
3.4. How many construction contracts listed in 3.1 are:
3.2.1. in an amount of 50% or less of the Total Bid Amount? ________________________________
3.2.2. in an amount between 50% and 100% of the Total Bid Amount? __________________________ 372
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 2 of 10
3.2.3. in an amount between 100% and 150% of the Total Bid Amount? _______________________
3.2.4. in an amount over 150% of the Total Bid Amount? ______________________________________
3.5. List the name of the project (with Contract Amount and Anticipated Completion Date), the name of the City/Client entity, and a City/Client contact person (with name and telephone number), for three current active projects referred to in Section 3.4:
3.5.1. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________ City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________
3.5.2. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________ City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________
3.5.3. Project Name __________________________________________ Contract Amount __________________________________________ Anticipated Completion Date ________________________________________ City/Client Entity __________________________________________ City/Client Contact __________________________________________ (Name and Phone) __________________________________________ 373
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 3 of 10
COMPLETED WORK
Provide the requested information set forth below for the: (1) three most recent projects completed of a similar character to this Project (performed as a general contractor); and (2) three most recent public works projects completed (performed as a general contractor).
3.3. Three most recent projects completed of a similar character to this Project:
3.3.1. Project Name: _____________________________________________________ Project Description:_________________________________________________ ___________________________________________________________________ ___________________________________________________________________ Contract Amount ___________________________________________________ Date Completed:_____________________________________________________ Owner: _____________________________________________________________ Contact Person: _____________________________________________________ Contact Person’s Phone Number: _________________________
3.3.2. Project Name ________________________________________________ Project Description _____________________________________________ _____________________________________________________________ _____________________________________________________________ Contract Amount: ______________________________________________ Date Completed: _______________________________________________ Owner: ______________________________________________________ Contact Person: _______________________________________________ Contact Person’s Phone Number: _________________________________
3.3.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________ Contract Amount: ________________________________________________ Date Completed: _________________________________________________ 374
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 4 of 10 Owner: ________________________________________________________ Contact Person: _________________________________________________ Contact Person’s Phone Number: ___________________________________
3.4. Three most recent public works project (City, State, County) completed:
3.4.1. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________ Contract Amount: ________________________________________________ Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________ Contact Person’s Phone Number: ___________________________________
3.4.2. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________ Contract Amount: ________________________________________________ Date Completed: _________________________________________________ Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________ Contact Person’s Phone Number: ___________________________________
3.4.3. Project Name: ________________________________________________ Project Description: ______________________________________________ ______________________________________________________________ ______________________________________________________________ Contract Amount: ________________________________________________ Date Completed: _________________________________________________ 375
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 5 of 10 Public Agency: __________________________________________________ Agency Contact Person: ___________________________________________ Contact Person’s Phone Number: ___________________________________
4. CLAIMS HISTORY
4.1. Has any claim been made against your company in the past five years, which has resulted in arbitration or litigation? ___________
4.2. Has your company made any claim against any City or client in the past five years, which has resulted in arbitration or litigation? ___________
4.3. If you answered “yes” to subsections 5.1 or 5.2 above, describe the claim(s) using the format below:
(use additional sheets if necessary).
4.3.1. Project Name __________________________________________ Claim Amount ________________________________________
Other Party Entity Name ______________________________________ Other Party Contact _________________________________________ (Name and Phone) __________________________________________
5. Describe the claim(s) on a separate sheet (see Section 14, below).
6. CONTRACT TERMINATION
6.1. Has your company ever been terminated by a City or client, or rejected from bidding on a public works project in the last five (5) years? ___________________. If yes, identify each and provide an explanation below:
6.2. Project Name ______________________________________________________ City/Client Entity Name _______________________________________________ City/Client Contact _________________________________________________ (Name and Phone) _________________________________________________ Date of Termination/Rejection __________________________________________ Explanation _________________________________________________________ ____________________________________________________________________ ____________________________________________________________________
7. If more than one (1), describe on additional sheet (see Section 14, below).
8. COMPLETION BY SURETY
376
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 6 of 10
8.1. Has your company ever failed to satisfactorily complete a construction contract, or has a surety ever completed any portion of a construction contract of your company within the last five (5) years? _________________. If yes, provide an explanation below:
8.2. Project Name ________________________________________________________ Surety Contact
(Name and Phone) __________________________________________________ Date Surety Took Over _________________________________________________ Explanation ___________________________________________________________ ______________________________________________________________________ ______________________________________________________________________
9. If more than one (1), describe on additional sheet (see Section 13, below).
10. STORM WATER BEST MANAGEMENT PRACTICES
10.1. Has bidder violated the Storm Water Best Management Practices for illegal or improper discharge(s) into storm drain systems two (2) or more times within the past five (5) years? Yes
No
Note: This question refers to your firm’s violation of sewer overflow to the storm drain system that was required to be reported to the State Water Board.
11. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) COMPLIANCE
11.1. Has the federal Occupational Safety and Health Administration cited and assessed penalties against your firm for any “serious,” “willful” or “repeat” violations of its safety or health regulations in the past five (5) years?
Yes
No
If “Yes,” attach a separate signed page describing the citations, including information about the dates of the citations, the nature of the violation, the project on which the citation(s) was or were issued, the amount of penalty paid, if any. If the citation was appealed to the Occupational Safety and Health Appeals Board and a decision has been issued, state the case number and the date of the decision.
12. PUBLIC WORKS CONTRACTS
12.1.In the last five (5) years has your firm been denied an award of a public works contract based on a finding by a public agency that your company was not a responsible bidder? Yes
No
If “Yes,” explain on a separate signed page. Identify the year of the event, the owner, the project, and the basis for the finding by the public agency.
377
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Bidding Documents
Bid Forms / Bidder’s Statement Of Responsibility 7 of 10
13. ADDITIONAL DOCUMENTS
In order to allow the City to make a determination of the Bidder’s responsibility, the Bidder may be required to submit additional documents.
14. ADDITIONAL PAGES
The Bidder declares that the pages listed in this Subsection were added and included with these Bid Documents in order to accurately respond to the Bidding Requirements. The following descriptions include the general nature of the additional information. If no additional pages are submitted, write “None” on the blank line.
______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________
15. PENALTY OF PERJURY
Bidder hereby declares and certifies under penalty of perjury under the laws of the State of California that the information contained herein is true, correct, and complete.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity and authority to sign this document on behalf of the Bidder, and have caused this document to be executed by setting hereto their names, titles and signatures.
BIDDER: _______________________________________________________________________ (Signature) (Date)
_______________________________________________________________________ (Printed or Typed Name and Title of Signatories)
_______________________________________________________________________ (Legal Name of Bidder)
378
City of Belmont Contract Documents
Project: EL CAMINO REAL & OLD COUNTY ROAD SANITARY & STORM SEWER
REHABILITATION PROJECT
City Contract Number 2020-590
BID BOND Bond No. ______
WHEREAS, (“Principal”) submitted a Bid to the City of Belmont (“City”) for the Project identified on this Bond, and the terms of the Bid require the Principal to submit bidder’s security.
NOW, THEREFORE, Principal and (“Surety”), are
hereby held and firmly bound unto the City in the amount of ten percent (10%) of the Bid Amount set forth in the Principal’s Bid (the terms and conditions of which are incorporated herein by reference) for the above referenced Project, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal’s Bid is rejected by the City, or if Principal’s Bid is accepted by the City and the Principal properly executes and submits to the City the Agreement and all required documents (including the Faithful Performance Bond, the Labor and Material Bond, and the proof of insurance), then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.
The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by an agreement between the City and the Principal to extend the time within which the City may accept the Principal’s Bid, and the Surety hereby waives notice of any such extension.
In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.
Principal Surety
NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.
379
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 1 of 13
CONSTRUCTION AGREEMENT
This Construction Agreement (hereinafter “Agreement”) is made and entered into by and between the CITY OF BELMONT, a municipal corporation (hereinafter “City”), and [***INSERT LEGAL NAME OF CONTRACTOR***name of business and description of legal entity, i.e., LLC, Partnership, Corporation, etc.] (hereinafter “Contractor”).
RECITALS
A. In accordance with the applicable provisions of State law, including the California Public Contract Code, and local law, including the Belmont City Code, the City issued an invitation for competitive bids for this Project.
B. In response to the invitation for bids, the Contractor submitted the Bid Forms (with a Bid Amount of $______), which are incorporated herein by reference, which were found by the City to be responsive to the invitation for bids.
C. After reviewing all bids submitted in response to the invitation for bids, the City found the Contractor to be the Lowest Responsible Bidder, and the Awarding Body awarded this Agreement to the Contractor on ______ [***INSERT DATE OF AWARD***].
D. The Project is more specifically described in the Contract Documents, but generally includes the following items of work [*** INSERT IDENTICAL TO “PROJECT DESCRIPTION” IN THE INVITATION TO BIDS***]
NOW THEREFORE, THE PARTIES MUTUALLY AGREE AS FOLLOWS:
1. SCOPE OF WORK. The Contractor shall perform, or cause to be performed, the Work described in the Contract Documents (hereinafter “Work”), to the satisfaction of the City Engineer, and subject to the final acceptance by the City.
2. CONTRACT DOCUMENTS.
2.1. List of Contract Documents. The Contract Documents consist of this executed Agreement; all Bidding Documents (including the Invitation for Bids, Instructions to Bidders, Supplemental Instructions to Bidders, Bid Forms, and Addenda (if any) as identified below); the Specifications (including General Conditions, Special Provisions, and all documents incorporated by reference therein, including City Standard Specifications, and Caltrans Standard Specifications), and the Technical Specifications; the Drawings (also referred to as “Plans”); and the Exhibits (including bonds).
380
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 2 of 13
2.2. Precedence of Contract Documents. In the event of a conflict between component parts of the Contract Documents, the document highest in precedence shall control. The precedence shall be as follows: [***SPECIFICALLY IDENTIFY EACH INCORPORATED DOCUMENT, PARTICULARLY THE PLANS, AND ELIMINATE UNUSED PARTS***]
2.2.1. Agreement, as amended by contract change orders.
2.2.2. All Bidding Documents, as amended by Addenda.
2.2.3. Technical Specifications
2.2.4. Special Provisions.
2.2.5. General Conditions
2.2.6. City Standard Specifications.
2.2.7. Caltrans Standard Specifications (Standard Specifications for Construction of Local Streets and Roads, State of California, July 2025).
2.2.8. Drawings (also referred to as Plans), as defined on ********.
2.2.9. Standard Plans and Standard Details.
2.2.10. Exhibits.
2.3. Addenda. The following Addenda are hereby incorporated into the Contract Documents:
No. Date of Issue:
____ ____________
____ ____________
____ ____________
3. CONTRACT TIME.
3.1. After Contractor has provided to City all documents identified in the Instructions to Bidders and the Notice of Award (in a form satisfactory to the City, and in accordance with the requirements of the Contract Documents), City shall schedule the mandatory pre-construction conference, and Contractor shall attend and participate in the pre-construction conference.
3.2. After the pre-construction conference, the City shall issue a Notice to Proceed to Contractor. The Notice to Proceed will identify the date on which the “Contract Time” commences, and this date may be referred to as the “Contract Commencement Date.” Contractor is authorized to commence Work on the Contract Commencement Date, and Contractor must commence the Work no later than seven days after the Contract Commencement Date. The Work must be diligently prosecuted and all of the Work must be substantially completed within the Contract Time specified in the Invitation For Bids. Time is of the essence in the performance of all obligations under these Contract Documents, and all timing requirements must be strictly 381
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 3 of 13
adhered to unless otherwise modified by the City in accordance with the Contract Documents.
The Contractor must submit all requests for extensions of time to the City, in writing, no later than ten (10) working days after the start of the condition which purportedly caused the delay, and not later than the date on which performance is due.
3.3. Within the time set forth in the Special Provisions (or, if no time is specified in the Special Provisions, with seven (7) calendar days after written request from the City), Contractor shall submit to the City all required documents, including the following:
3.3.1. Contractor’s safety program, and identification of Contractor’s safety officer.
3.3.2. Contractor’s cost distribution schedule of prices (schedule of values).
3.3.3. Contractor’s Construction Schedule.
3.3.4. Contractor’s schedule of submittals.
3.3.5. Copies of all required documentation for each subcontractor, including: State Contractor’s License, identification of each subcontractors’ authorized representative, copy of contract between Contractor and each subcontractor.
4. CONTRACT AMOUNT. City shall pay to Contractor, for the performance of the Work, the Contract Amount identified in the Bid Documents, subject to adjustment of estimated quantities (to reflect actual work performed by the Contractor), and as modified according to the terms of the Contract Documents. The Contractor’s compensation shall include all costs incurred by the Contractor in the performance of the Work, including: furnishing all labor (including supervision), materials (including the costs of any and all applicable taxes, patent rights, royalties, licenses, and permits), equipment, tools, transportation, and services necessary to complete the Work (including costs to protect the Work, and all damages to the Work prior to acceptance of the Work by the City, unless otherwise specifically provided in the Contract Documents). The Contract Amount identified in the Bid Documents [***, which includes alternate items _________*** insert ***,] is $_____________.
5. LIQUIDATED DAMAGES. If Contractor fails to complete the Work within the Contract Time, Contractor shall pay to the City, as liquidated damages and not as a penalty, the sum specified in the Invitation for Bids for each calendar day after the expiration of the Contract Time that the Work remains incomplete. The City and Contractor agree that in the event the Work is not completed within the Contract Time, the City’s damages would be extremely difficult or impracticable to determine and therefore the City and Contractor agree that the amount stated herein is a reasonable estimate of the amount of such damages. The City may deduct any liquidated damages owed to the City, as determined by the City, from any payments otherwise payable to Contractor under this Contract. Nothing contained herein shall limit the City’s rights or remedies against Contractor for any default other than failure to complete the Work within the Contract Time. This provision for liquidated damages shall not be applicable nor act as a limitation upon the City if Contractor abandons the Work. In such event, Contractor shall be liable to the City for all losses incurred.
6. CONTRACTOR REPRESENTATIVE. At all times during the progress of the Work, Contractor shall have a competent supervisor, foreman, or superintendent (hereinafter “Contractor Representative”) on site with authority to act on behalf of the Contractor. The Contractor 382
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 4 of 13
Representative shall be authorized by the Contractor to sign, send, and receive all notices contemplated or required by the Contract Documents, and authorized to direct all Work being performed by (or on behalf of) the Contractor. The Contractor shall, at all times, keep the City Engineer informed in writing of the name and telephone number of the Contractor Representative.
Throughout the term of this Contract, Contractor Representative shall meet and confer with the City Engineer in a good faith effort to resolve any outstanding issues related to performance required by the Contract Documents. The Contractor shall, at all times, keep the City Engineer informed in writing of the names and telephone numbers of all subcontractors performing the Work.
7. ACCESS TO THE SITE. In order to permit the City to inspect the Work, the Contractor shall, at all times, provide to the City (including agencies and entities designated by the City) proper and safe access to the Project site, and all portions of the Work, and to all shops wherein portions of the Work are in preparation.
8. DOCUMENTATION AND RECORD KEEPING.
8.1. Contractor’s Project Records. Contractor’s Project records shall include all of Contractor’s accounting records, employment records, and project work records for all employees, subcontractors, and suppliers, including: the Contract Documents, one record copy of the plans and specifications, change orders, requests for clarifications, instructions from the City, contracts with suppliers and subcontractors, correspondence, submittals, samples, shop drawings, invoices, receipts, vouchers, purchase orders, notes, daily logs, and memoranda relating to the Work.
8.2. Contractor’s Maintenance of Project Records. Contractor shall keep and preserve Project records in accordance with generally accepted accounting principles and state law requirements.
During performance of the Work, Contractor shall keep all of Contractor’s Project records in a secure location at the Project Site. After completion of the Work, Contractor shall maintain the Project records for no less than four years after final completion of the Work.
8.3. Audit by the City. All of Contractor’s Project records, as identified above, shall be made available to the City (including agencies and entities designated by the City), and the Contractor shall provide copies of the Contractor’s records upon request by the City.
9. RESPONSIBILITY OF CONTRACTOR AND SUBCONTRACTORS.
9.1. Contractor is an independent contractor and is solely responsible for all acts of its employees, agents, or subcontractors, including any negligent acts or omissions. Contractor is not City’s employee and Contractor shall have no authority, express or implied, to act on behalf of the City as an agent, or to bind the City to any obligation whatsoever, unless the City provides prior written authorization to Contractor.
9.2. For each subcontractor performing any portion of the Work for this Project, the Contractor shall include a provision in the subcontract documents incorporating by reference the requirements of these Contract Documents, to require the subcontractor to comply with the requirements of these Contract Documents as related to the portion of the Work performed by the subcontractor. This requirement shall specifically include: indemnification of the City 383
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 5 of 13
(Agreement Section 16), business tax compliance (Agreement Section 12), insurance (Agreement Section 14), and nondiscrimination and compliance with law (Agreement Section 11.1).
10. CONFLICTS OF INTEREST. Contractor (including its employees, agents, and subcontractors) shall not maintain or acquire any direct or indirect interest that conflicts with the performance of this Agreement. In the event that Contractor maintains or acquires such a conflicting interest, any contract (including this Agreement) involving Contractor’s conflicting interest may be terminated by the CITY.
11. LEVINE ACT DISCLOSURE. Contractor must disclosure on a form approved by the City whether Contractor or its agents have made contributions to one or more City officials that are subject to the requirements of the Levine Act (Calif. Gov’t Code § 84308(e) or the regulations of the Fair Political Practices Commission that implement the Act (Title 2 Calif. Code of Regs., §18438.8(b)). If at any time during the term of this Agreement the total contributions to a City official by Contractor and its agents exceed $250, Contractor must promptly disclosure the contributions by submitting a supplement written disclosure.
12. COMPLIANCE WITH LAW. The Contractor shall comply with all applicable legal requirements including all federal, state, and local laws (including ordinances, resolutions, and City Regulations), whether or not said laws are expressly stated in this Agreement.
12.1. Nondiscrimination. Contractor shall comply with all applicable federal, state, and local laws regarding nondiscriminatory employment practices, whether or not said laws are expressly stated in this Agreement. Contractor shall not discriminate against any employee or applicant because of race, color, religious creed, national origin, physical disability, mental disability, medical condition, marital status, sexual orientation, or sex.
12.2. Labor Compliance. Contractor must comply with all applicable federal, state, and local laws regarding labor compliance, including, but not limited to, all applicable provisions related to working hours, the payment of prevailing wages, travel and subsidence payments, apprentices, payroll records, and labor code penalties (as required by California Labor Code Sections 1720 through 1861, and as outlined in the General Conditions). Copies of the prevailing wage rates are on file with the City Engineer, and shall be made available to any interested party upon request.
See General Conditions Section 19 for more detail.
12.3. Department of Industrial Relations Registration. No contractor or subcontractor may be listed on a bid proposal for or work on a public works project unless registered with the Department of Industrial Relations under Labor Code section 1725.5 or submitting a bid as part of a joint venture authorized by Business and Professions Code Section 7029.1 or by Public Contract Code Section 10164 and 20103.5, provided the contractor is registered to perform public work under Section 1725.5 at the time the contract is awarded.
12.4. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7. 384
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 6 of 13
13. PERMITS AND LICENSES. The Contractor must obtain and maintain all necessary permits and licenses for the performance of the Work.
13.1. Belmont Business License Tax. Contractor must apply for and pay the business tax and registration tax for a business license, in accordance with the Belmont City Code.
13.2. Fees, Royalties, and Patents. Contractor must pay all license fees and royalties related to or necessary for the Work and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device that is the subject of patent rights or copyrights held by others.
14. IMPROVEMENT SECURITY. Concurrently with the execution of this Agreement by the Contractor, and before the commencement of any Work, the Contractor shall furnish improvement security, in a form substantially the same as that set forth in the Exhibits, attached hereto, or in an alternate form authorized by state law and approved by the City, in the following amounts:
14.1. Faithful Performance security in the amount of 100% of the Contract Amount to secure faithful performance of this Agreement (until the date on which the City accepts the Work as complete).
14.2. Labor and Material security in the amount of 100% of the Contract Amount to secure payment by the Contractor to laborers and materialmen (until the date on which claims are required to be made by laborers and materialmen pursuant to law).
14.3. Warranty security in the amount of 10% of the Contract Amount to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter).
15. INSURANCE.
15.1. Contractor must, throughout the duration of this Agreement, maintain insurance to cover Contractor (including its agents, representatives, subcontractors, suppliers, and employees) in connection with the performance of work under this Agreement, including against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work.
15.2. Contractor must at a minimum maintain the following types of insurance indicated by the check box next to the insurance type. Contractor must fully comply with the City’s insurance specifications in Exhibit A “Insurance Standards for Construction”, attached to this Agreement.
City may modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.
Workers Compensation (WC)
Commercial General Liability (CGL)
The CGL limit level is modified as follows: .
Employers Liability (EL)
The EL limit level is modified as follows: .
385
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 7 of 13
Automobile Liability (AL)
The AL limit level is modified as follows: .
Professional Liability (PL)
The PL limit level is modified as follows: .
Pollution Legal Liability (PLL), Asbestos Legal Liability (ALL), Errors and Omissions (EO).
The PLL/ALL/EO limit level is modified as follows:
.
Builder’s Risk (Course of Construction).
15.3. Contractor waives any right to subrogation against the City, its officers, elected officials, employees, agents, or volunteers which any insurer of Contractor may acquire against the City by virtue of the payment of any loss under such insurance.
16. REPORTING DAMAGES. If any damage (including death, personal injury or property damage) occurs in connection with the performance of this Agreement, Contractor must immediately notify the City Risk Manager’s office by email at [email protected], and Consultant shall promptly submit to the City’s Risk Manager and the City’s Authorized Representative, a written report (in a form acceptable to the City) with the following information: (a) name and address of the injured or deceased person(s), (b) name and address of witnesses, (c) name and address of Consultant's insurance company, and (d) a detailed description of the damage and whether any City property was involved.
17. RESPONSIBILITY FOR LOSS.
17.1. The City and its elected officials, officers, employees, agents and volunteers, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the work; for injury to or death of any person (including but not limited to workers or the public) from any cause whatsoever; or for damage to property from any cause whatsoever.
17.2. The Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person (including but not limited to workers and the public) or damage to property resulting from defects or obstructions or from any cause whatsoever during the progress of the work or at any time before its completion and final acceptance. The Contractor shall indemnify and save harmless the City of Belmont and its elected officials, officers, employees, agents and volunteers from all claims, suits or actions of every name, kind and description brought for, or on account of, injuries to or death of any person (including but not limited to employees of Contractor, of subcontractor, or of any other person, firm or entity and the public) or damage to property arising from any cause whatsoever during the progress of the work or at any time before its final completion and acceptance. Contractor’s indemnification shall specifically include, but not be limited to, all claims arising out of: contract claims, property damage, personal injury, and any infringement of patent rights or copyrights incidental to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. Contractor’s indemnification shall include 386
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 8 of 13
any and all costs, expenses, court costs, attorneys’ fees and liability incurred by the City in enforcing the provisions of this section, and in defending against such claims, whether the same proceed to judgment or not. Contractor shall reimburse City for any expenditures City incurs by reason of such matters. The duty of the Contractor to indemnify and save harmless includes the duties to defend as set forth in Section 2778 of the Civil Code. This indemnification shall survive termination of the Contract.
The Contractor waives any and all rights to any type of express or implied indemnity against the City, and its officers, officials, agents, employees and volunteers. It is the intent of the parties that the Contractor shall indemnify and hold harmless the City, and its elected officials, officers, agents, employees and volunteers from any and all claims, suits, or actions arising from any cause whatsoever as set forth above regardless of the existence or degree of fault or negligence on the part of the City, the Contractor, the subcontractor or employee of any of these, other than the sole negligence, active negligence or willful misconduct of the City, and its elected officials, officers, agents, employees and volunteers.
17.3. In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Agreement as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages as aforesaid.
17.4. Neither the elected officials, officers, agents, employees not volunteers of City, nor any officer or employee of any county, city or district shall be personally responsible for any liability arising under or by virtue of the Agreement.
17.5. Nothing in the Agreement is intended to make the public or any person a third party beneficiary under this Contract, nor is any term and condition or other provision of the Agreement intended to establish a standard of care owed to the public or any member thereof.
Attention is directed to Section 15, “Insurance,” regarding the Contractor's responsibility for providing and maintaining insurance.
18. ACCEPTANCE OF WORK. Before acceptance of the Work by the City, the Contractor shall be solely responsible for maintaining the quality of the Work, and maintaining safety at the Project site. The Contractor’s obligation to perform the Work shall not be satisfied until after the City Engineer has made a written determination that all obligations of the Agreement have been satisfied and all outstanding fees and charges have been paid, and the City has accepted the Work as complete.
19. WARRANTY.
19.1. Quality of Work. Contractor warrants to the City that all materials and equipment used in or incorporated into the Work will be of good quality, new, and free of liens, claims, and security interests of third parties; and that the Work will be of good quality and free from defects; and that the Work will conform with the requirements of the Contract Documents.
19.2. Documentation of Warranty. If required by the City Engineer, Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. If required by the Contract Documents, the Contractor shall provide a written warranty from the manufacturer or supplier.
387
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 9 of 13
19.3. Warranty Period. The Contractor shall warrant the quality of the Work, in accordance with the terms of the Contract Documents, for the “Warranty Period.” The Warranty Period shall be a one year period (unless a longer period of time is specified in the Contract Documents) commencing as follows: (a) for any Work not identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Substantial Completion; and (b) for any Work that is identified as incomplete in the Certificate of Substantial Completion, commencing on the date of Final Completion.
19.4. Default During Warranty Period. In the event that (during the Warranty Period) any portion of the Work is determined by the City Engineer to be defective as a result of an obligation of the Contractor under this Agreement (including any faulty workmanship or material, or any failure of the Work to operate in accordance with the requirements of the Contract Documents), the Contractor shall be in default.
20. DEFAULT.
20.1. Notice of Default. In the event that the Contractor is in default of this Agreement, as defined in this section, the City Engineer shall provide written notice to the Contractor and the Contractor’s surety (if any) in which the default is described.
20.2. Circumstances Constituting Default. Contractor shall be in default of this Agreement if the City Engineer determines that any one of the following conditions exists:
20.2.1. Contractor fails to perform any portion of the Work in accordance with the timing requirements of the Construction Schedule.
20.2.2. Contractor abandons the Project site.
20.2.3. Contractor fails to replace or repair any damage caused by Contractor or its agents, representatives, contractors, subcontractors, or employees in connection with performance of the Work.
20.2.4. Contractor fails to supply workers, subcontractors, or other personnel with the skills, certifications, or licenses required by the Contract Documents.
20.2.5. Contractor violates any legal requirement related to the Work.
20.2.6. Contractor is insolvent, files for bankruptcy, makes a general assignment for the benefit of its creditors, or fails to pay its debts as they become due.
20.2.7. Contractor fails to perform any portion of the Work in accordance with the requirements of the Contract Documents.
20.3. City Remedies. The City may, in the discretion of the City Engineer, take any or all of the actions identified in this subsection, if the Contractor fails to: (a) promptly commence, and diligently and continuously prosecute the cure of the default, or (b) within ten (10) days, cure the default, or provide adequate written assurance to the satisfaction of the City Engineer that the cure will be promptly commenced and diligently prosecuted to its completion:
20.3.1. Demand the Contractor to complete performance of the Work (including repair, or removal and replacement, of nonconforming Work).
388
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 10 of 13
20.3.2. Issue a Notice of Suspension of Work, by which the Contractor shall suspend all Work except for those portions of the Work authorized by the Notice, and for which the Contractor shall not be entitled to any adjustment of the Contract Amount or Contract Time. Notwithstanding the timing requirements of this Section 19.3, if the City Engineer determines that a default may have a potentially adverse impact on the safety of persons or property (including but not limited to a failure by the Contractor to maintain documentation of insurance or improvement security as required by this Agreement), the City Engineer may immediately issue a Notice of Suspension of Work in accordance with this subsection.
20.3.3. Cure the default and charge the Contractor for all costs resulting therefrom, including administrative costs (including City staff costs, City consultant costs, and attorney’s fees) and interest in an amount equal to seven percent (7 %) per annum from the date of default, which charge may be deducted by the City from amounts otherwise payable to the Contractor.
20.3.4. Remove the Contractor from the site and demand the Contractor’s surety (if any) to complete performance of the Work.
20.3.5. Take possession of the Project site and all materials, supplies, equipment, tools, and construction equipment and machinery thereon owned by Contractor; accept the assignment of any or all of the subcontracts; and then complete the Work by any method the City may deem expedient. If requested by the City, Contractor shall remove any part or all of Contractor’s materials, supplies, equipment, tools, and construction equipment and machinery from the Project site within seven (7) days of such request; and if Contractor fails to do so, the City may remove or store, and after ninety (90) days sell, any of the same at Contractor’s expense.
20.3.6. Terminate the Contract.
20.4. Termination for Default. In the event that the Contract is terminated by the City in accordance with this section:
20.4.1. Contractor shall not be entitled to receive any further payment until the expiration of thirtyfive (35) days after Final Completion and acceptance of all Work by the City
20.4.2. If the unpaid balance of the Contract Amount (to which the Contractor is otherwise entitled in accordance with the Contract) exceeds the cost of completing the Work (including all additional costs and expenses made necessary thereby, plus all losses sustained, including any liquidated damages provided under the Contract Documents), such excess shall be paid to Contractor. If the cost of completing the Work exceeds the unpaid balance of the Contract Amount, Contractor shall pay such excess to the City.
20.4.3. No termination or action taken by the City after termination shall prejudice any other rights or remedies of the City provided by law or by the Contract Documents upon such termination; and the City may proceed against Contractor to recover all losses suffered by the City.
21. NOTICES. All notices or demands which the Contract Documents contemplates or requires shall be in writing and shall be delivered to the respective party as set forth in this section.
Communications shall be deemed to be effective on the first to occur of: (a) actual receipt by a party’s Authorized Representative; (b) actual receipt at the address designated below; or (c) three working days following the deposit in the United States Mail of registered or certified mail, sent to 389
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 11 of 13
the address designated below. The Authorized Representative of either party may modify their respective contact information identified in this section by providing notice to the other party.
TO: City of Belmont To: Contractor
Attn:. Attn:
One Twin Pines Lane, Suite
Belmont, CA 94002
22. HEADINGS. The heading titles for each paragraph of the Contract Documents are included only as a guide to the contents and are not to be considered as controlling, enlarging, or restricting the interpretation of the Contract Documents.
23. SEVERABILITY. If any term of the Contract Documents (including any phrase, provision, covenant, or condition) is held by a court of competent jurisdiction to be invalid or unenforceable, the Contract Documents shall be construed as not containing that term, and the remainder of this Agreement shall remain in full force and effect; provided, however, this section shall not apply to the extent that enforcement of the Contract Documents without the term would be grossly inequitable under all the circumstances or would frustrate the purposes of the Contract Documents.
24. INTERPRETATION OF CONTRACT DOCUMENTS.
24.1. Governing Law, Jurisdiction, and Venue. The interpretation, validity, and enforcement of the Contract Documents shall be governed by and construed under the laws of the State of California. Any suit, claim, or legal proceeding of any kind related to this Agreement shall be filed and heard in a court of competent jurisdiction in the County of San Mateo.
24.2. Industry Standards. When Contract terms have a customary technical or trade meaning, the terms shall be interpreted in accordance with that meaning.
24.3. Standard Specifications and Codes. References to any regulations (including: standard specifications, manuals or codes of a technical society, organization or association; or laws or regulations of any governmental authority) shall mean the regulations in effect at the time of the Bid Opening, unless otherwise specifically identified in the Contract Documents.
25. ATTORNEY’S FEES. In the event any legal action is commenced to enforce the Contract Documents, the prevailing party is entitled to reasonable attorney’s fees, costs, and expenses incurred, not to exceed $10,000.
26. ASSIGNMENT AND DELEGATION.
390
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 12 of 13
26.1. Assignment of The Contract Documents. The Contract Documents, and any portion thereof, shall not be assigned or transferred, nor shall any of the Contractor’s duties be delegated, without the written consent of the City. Any attempt to assign or delegate the Contract Documents without the written consent of the City shall be void and of no force or effect. A consent by the City to one assignment shall not be deemed to be a consent to any subsequent assignment.
26.2. Antitrust Claims. As required by the instructions to bidders and Government Code Section 4552, the Contractor hereby agrees to assign to the City, all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Action (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the California Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties. The Contractor further warrants that all goods, services, and materials provided to the City in accordance with this Contract are free and clear of all liens and encumbrances.
27. MODIFICATIONS. The Contract Documents may not be modified orally or in any manner other than by an agreement of the parties, in writing, in accordance with requirements of the Contract Documents.
28. WAIVERS. Waiver of a breach or default under the Contract Documents shall not constitute a continuing waiver or a waiver of a subsequent breach of the same or any other provision of the Contract Documents.
29. CONFLICTS. If any conflicts arise between the terms and conditions of this Agreement and the terms and conditions of the attached exhibits or any documents expressly incorporated, the terms and conditions of this Agreement shall control.
30. ENTIRE AGREEMENT. The Contract Documents, including all documents incorporated herein by reference, comprise the entire integrated understanding between the City and Contractor concerning the Work to be performed for this Project. The Contract Documents supersede all prior negotiations, agreements, and understandings regarding this matter, whether written or oral. The Contract Documents are complementary; what is called for in one is binding as if called for by all.
To the extent that portions of the Contract Documents are not attached to this Agreement, they shall be deemed incorporated herein by reference.
31. SIGNATURES. The individuals executing this Agreement represent and warrant that they have the right, power, legal capacity, and authority to enter into and to execute the Contract Documents on behalf of the respective legal entities of the Contractor and the City. The Contract Documents shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns.
IN WITNESS WHEREOF the City and the Contractor do hereby agree to the full performance of the terms set forth herein.
391
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number: 2026-647
Construction Agreement 2024 13 of 13
CITY OF BELMONT
By:
Afshin Oskoui, City Manager
Date:
CONTRACTOR
By:
(print name) (print title)
Date:
APPROVED AS TO FORM
Scott M. Rennie, City Attorney
By:
(print name) (print title)
Date:
FUNDING VERIFIED
Grace Castaneda, Finance Director
392
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
INSTRUCTIONS FOR SIGNATURES – DO NOT INCLUDE WITH SIGNED CONTRACT ****************************************************************************** **********************
[PLEASE SELECT THE APPROPRIATE SIGNATURE BLOCK FROM THE FOLLOWING SAMPLES]
CORPORATIONS
XYZ Land Development Inc,
a California corporation
By: __________________
Its: __________________
[needs to be officer from the operations side:
President, CEO, Vice President]
By: ___________________
Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – eg general manager, etc – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation
GENERAL PARTNERSHIPS
393
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
XYZ Land Development,
a California general partnership
By: _____________________
Its: General Partner
LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership
By: _______________________
Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner]
In many cases the general partner will be a corporation so the signature block would look like this:
XYZ Land Development, LP,
A California limited partnership
By: ABC Developers, Inc,
a California corporation
Its: General Partner
394
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
By: ____________________
Its: President, CEO, VP
By: ________________________
Its: Secretary, Treasurer, CFO
LIMITED LIABILITY COMPANY
XYZ Land Development, LLC,
a California Limited Liability Company
By: ______________________
Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]
If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above.
395
City of Belmont Contract Documents
Project: [Project Name]
City Contract Number
Exhibit A
1 Exhibit A
Insurance Standards for Construction
(Cover Sheet)
396
January 2024
CITY OF BELMONT
Insurance Requirements
Construction
The Insuring Party must, throughout the duration of this Agreement, and for five years after, maintain insurance to cover Insuring Party (including its agents, representatives, subcontractors, suppliers, and employees) in connection with the performance of the Agreement to which this Exhibit is included, including against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Agreement.
Insuring Party must at a minimum maintain the types of insurance in Section 2 below and the must comply with the following specifications. City may modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.
1. Minimum Coverage. The insurance requirements in this Exhibit identify the minimum insurance levels with which the Insuring Party must comply; however, the minimum insurance levels do not relieve Insuring Party of any other performance responsibilities under this Agreement (including the indemnity requirements).
2. Types of Coverage. This section identifies the minimum insurance levels for certain types of insurance. The Insuring Party must maintain each type of insurance identified in the Agreement at the minimum levels:
2(A). Workers’ Compensation. Workers’ compensation coverage as required by the State of California, with statutory limits.
2(B). Commercial General Liability (CGL). Commercial general liability with coverage at least as broad as ISO form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal and advertising injury with limits no less than $5,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit must apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit must be twice the required occurrence limit.
2(C). Employer’s Liability. Employer’s liability in an amount not less than $1,000,000 per accident for bodily injury or disease.
2(D). Automobile Liability. Automobile liability with coverage at least as broad as ISO Form Number CA 00 01 covering any auto (Code 1), or if the Insuring Party has no owned www.belmont.gov
397
January 2024
autos, hired, (Code 8) and non-owned autos (Code 9) in an amount not less than $5,000,000 per accident for bodily injury and property damage (coverage required to the extent applicable to Insuring Party’s vehicle usage in performing services hereunder). 2(E). Professional Liability. Errors and omissions professional liability insurance appropriate to the Insuring Party’s profession, with a limit no less than $2,000,000 per occurrence or claim, and no less than $2,000,000 policy aggregate.
2(F). Contractors’ Pollution Legal Liability, Asbestos Legal Liability, Errors and Omissions. If the Work involves environmental hazards, Contractors’ pollution legal liability in an amount not less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
2(G). Builder’s Risk (Course of Construction). Builder’s risk insurance utilizing an “All Risk” (Special Perils) coverage form, with limits equal to the completed value of the project and no coinsurance penalty provisions.
2(G)(1). Builder’s Risk insurance must name City as a loss payee as their interest pay appear. 2(G)(2). If the project does not involve new or major reconstruction, at the option of City, an installation floater may be acceptable. For such projects, a property installation floater must be obtained that provides for the improvement, remodel, modification, alteration, conversion or adjustment to existing buildings, structures, processes, machinery and equipment. The property installation floater must provide property damage coverage for any building, structure, machinery or equipment damaged, impaired, broken, or destroyed during the performance of the work, including during transit, installation, and testing at the entity’s site.
3. Additional Coverage. Insuring Party may carry, at its own expense, any additional insurance it deems necessary or prudent. If Insuring Party maintains higher levels than the minimums shown above, City is entitled to coverage for the higher limits maintained by Insuring Party. Any available insurance proceeds in excess of the specified minimum levels of insurance and coverage must be available to the City.
4. Insurer Qualifications. Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the Entity. Exception may be made for the State Compensation Insurance Fund when not specifically rated.
5. Umbrella or Excess Policies. Insuring Party may use umbrella or excess policies to provide the liability limits as required in this Agreement. This form of insurance will be acceptable provided that all of the primary and umbrella or excess policies provide all of the insurance coverages herein required, including, but not limited to, primary and non-contributory, additional insured, self-insured retentions (SIRs), indemnity, and defense requirements. The umbrella or excess policies must be provided on a true “following form” or broader coverage basis, with coverage at least as broad as provided on the underlying Commercial General Liability insurance. No insurance policies maintained by the additional insureds, whether primary or excess, and which also apply to a loss covered hereunder, may be called upon to contribute to a loss until the Insuring Party’s primary and excess liability policies are 398
January 2024
exhausted.
6. Self-Insured Retention and Deductibles. Self-insured retentions (SIR) must be declared to and approved by City.
6(A). The City may require Insuring Party to purchase coverage with a lower retention or provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention.
6(B). Policies must provide, or be endorsed to provide, that self-insured retention may be satisfied by either the named insured or City. Policies must NOT contain any self-insured retention provision that limits the satisfaction of the SIR to the named insured. Policies must provide that defense costs, including allocated loss adjustment expenses, will satisfy the SIR or deductible.
6(C). CGL and any policies, including Excess liability policies, may not be subject to a selfinsured retention or deductible that exceeds $25,000 unless approved in writing by City.
City may deduct from any amounts otherwise due Insuring Party to fund any SIR and any deductibles.
6(D). Any and all deductibles and SIRs are the sole responsibility of Insuring Party or their subcontractor who procured such insurance and must not apply to the Indemnified Additional Insured Parties.
7. Subrogation Waiver. Insuring Party hereby grants to City a waiver of any right to subrogation which any insurer of Insuring Party may acquire against the City by virtue of the payment of any loss under such insurance. Insuring Party agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy must be endorsed with a waiver of subrogation in favor of City for all work performed by Insuring Party, its employees, agents and subcontractors. This provision applies regardless of whether or not the City has requested or received a waiver of subrogation endorsement from the insurer.
8. Verification of Coverage. Concurrently with the execution of this Agreement, Insuring Party must furnish City with original certificates and amendatory endorsements or copies of the applicable policy language effecting coverage required by these insurance specifications and a copy of the declarations and endorsements pages of the CGL and any Excess policies listing all policy endorsements. All certificates and endorsements and copies of the declarations and endorsements pages are to be received and approved by City before work commences.
However, failure to provide the required documents before work begins will not waive the Insuring Party’s obligation to provide them. City may require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.
9. Endorsements. The insurance policies must be endorsed as follows:
9(A). For commercial general liability and automobile liability insurance, the City (including its elected officials, employees, and agents) must be named as an additional “insured”. 399
January 2024
The endorsement must include liability arising out of work or operations performed by or on behalf of Insuring Party including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired or borrowed by or on behalf of Insuring Party. For commercial general liability, the policy must be endorsed with a form at least as broad as ISO form CG 20 10, GC 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used.
9(B). Insuring Party’s insurance is primary to any other insurance (including self-insurance) available to the City (including its elected officials, employees, and agents) with respect to any claim arising out of this Agreement. Any insurance maintained by the City is in excess of the Insuring Party’s insurance and does not contribute with it. 9(C). No policy may be canceled, limited, or allowed to expire without renewal until after 30 days written notice has been given to the City by first class mail.
10. Claims Made Policies. If any required coverage is made on a claims-made form:
10(A).The “Retro Date” must be shown and must be before the date of the contract or the beginning of contract work.
10(B).Insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the contract of work.
10(C).If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a “Retro Date” prior to the contract effective date, Insuring Party must purchase “extended reporting” coverage for a minimum of five years after completion of contract work.
10(D).A copy of the claims reporting requirements must be submitted to City for review. 10(E).If the services involve lead-based paint or asbestos identification/remediation, Insuring Party’s Pollution Liability policy may not contain lead-based paint or asbestos exclusions.
If the services involve mold identification/remediation, Insuring Party’s Pollution Liability policy may not contain a mold exclusion, and the definition of Pollution must include microbial matter, including mold.
11. Subcontractors. Insuring Party must require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Insuring Party must ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage subcontractors must provide coverage with a format least as broad as CG 20 38 04 13.
12. Duration of Coverage. CGL & Excess liability policies for any construction related work, including, but not limited to, maintenance, service, or repair work, must continue coverage for a minimum of five years for completed operations liability coverage. Such insurance must be maintained and evidence of insurance must be provided for at least five years after completion of the contract of work.
400
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Construction Agreement 1 of 17
**************************************************************************************************** [PLEASE SELECT THE APPROPRIATE SIGNATURE BLOCK FROM THE FOLLOWING SAMPLES]
CORPORATIONS
XYZ Land Development Inc,
a California corporation
By: __________________
Its: __________________
[needs to be officer from the operations side:
President, CEO, Vice President]
By: ___________________
Its: ______________________
[needs to be officer from the finance side: Treasurer, CFO, Secretary] One corporate signature is acceptable if the person is an officer if the signature is notarized (although we would like you to ask for a corporate resolution showing that person is authorized to sign). A single signature where the person is not a corporate officer – e.g. general manager, etc. – must be supported by a corporate resolution indicating that person has been delegated authority to sign contracts on behalf of the corporation
GENERAL PARTNERSHIPS
XYZ Land Development,
a California general partnership
By: _____________________
Its: General Partner
LIMITED PARTNERSHIPS
XYZ Land Development, LLP,
A California limited partnership
By: _______________________
Its: General Partner
[need limited partnership agreement or certificate filed with state showing the person or entity is the general partner] In many cases the general partner will be a corporation so the signature block would look like this:
XYZ Land Development, LP,
A California limited partnership
By: ABC Developers, Inc,
a California corporation
401
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Construction Agreement 2 of 17
Its: General Partner
By: ____________________
Its: President, CEO, VP
By: ________________________
Its: Secretary, Treasurer, CFO
LIMITED LIABILITY COMPANY
XYZ Land Development, LLC, a
California Limited Liability Company
By: ______________________
Its: Managing Member
[we need to see the operating agreement or certificate filed with secretary of state showing the person or entity is the managing member]
If the Managing Member is not an individual, but is a business entity then you would indent the signature block for the appropriate persons to sign as in the example for the limited partnership above. 402
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Performance Bond 1 of 1
PERFORMANCE BOND Bond No. ___________
WHEREAS,___________________________________________ (“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit performance security.
NOW, THEREFORE, Principal and _______________________________________ (“Surety”), are hereby held and firmly bound unto the City in the amount of $__________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) performs the covenants, conditions, and obligations of the Agreement, including the obligation to indemnify, defend, and hold harmless the City, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect.
The Surety’s obligation under this bond shall arise after the City has provided written notice to the Surety, at the address set forth below, of the Principal’s default under the Agreement, and the Principal’s failure to cure the default in accordance with the terms of the Agreement.
The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.
In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.
Principal Surety
NOTE: NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.
By:
Title:
Date:
By:
Title:
Date:
Address for Notices to Surety:
403
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Payment Bond 1 of 1
PAYMENT BOND Bond No. ___________
WHEREAS, ___________________________________________(“Principal”) has entered into an “Agreement” with the City of Belmont (“City”) for the Project identified on this Bond, the terms and conditions of which are incorporated herein by reference; and the terms of the Agreement require the Principal to submit payment (labor & material) security for the benefit of all “Claimants”; and the term “Claimants” is defined as any of the persons named in California Civil Code Section 3181, or their assigns.
NOW, THEREFORE, Principal and _________________________________ (“Surety”), are hereby held and firmly bound unto the City, and all Claimants, in the amount of $_________________, for payment of which Principal and Surety hereby bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH THAT, if the Principal (or its heirs, executors, administrators, successors, or assigns approved by the City) and all of its subcontractors pay: (a) all Claimants, and (b) all amounts due under the California Unemployment Insurance Code with respect to work or labor performed under the Agreement, and (c) all amounts required to be deducted, withheld, and paid over to the California Employment Development Department from the wages of employees of the Principal and its subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor; then this obligation shall become and be null and void; otherwise it shall remain in full force and effect.
The Surety’s obligation under this bond shall arise, and the Surety shall make appropriate payments, after the Surety has received written notice, at the address set forth below, of the Principal’s failure to make payment in accordance with the obligations of the Agreement or this bond. This bond shall inure to the benefit of the City and Claimants, as to give a right of action to any Claimant or their assigns in any suit brought upon this bond. In the event suit is brought upon this bond, the surety shall pay reasonable attorneys’ fees and costs incurred by the prevailing parties in such suit, which fees and costs shall be in addition to the face amount of the bond. The Surety hereby agrees, for value received, that its obligations under this bond shall in no way be impaired or modified by any modification to the Agreement by the City and the Principal, and the Surety hereby waives notice of any such modification.
IN WITNESS WHEREOF, the undersigned represent and warrant that they have the right, power, legal capacity, and authority to enter into and execute this document on behalf of the Principal and the Surety, and have caused this document to be executed by setting hereto their names, titles, and signatures.
Principal Surety
NOTARY ACKNOWLEDGMENT FOR SURETY AND SURETY’S POWER OF ATTORNEY MUST BE ATTACHED.
By:
Title:
Date:
By:
Title:
Date:
Address for Notices to Surety:
404
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
Maintenance Bond 1 of 1
MAINTENANCE BOND
(To be executed after acceptance of project by the City Council) KNOW ALL MEN BY THESE PRESENTS, that we, ______________________ as Principal, and ___________________________________, as Surety, are held and firmly bound unto the City of Belmont (hereinafter called the Obligee), in the penal sum of ____________________________________________ Dollars ($___________) for the payment of which, well and truly to be made, we do hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has heretofore entered into a contract with the Obligee for the _____________________________________Project, City Contract No.______________; and,
WHEREAS, the work called for under the contract has now been completed and accepted by Obligee;
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the Principal shall for a period of one (1) year from and after the date of the completion and acceptance of the contract indemnify the Obligee against any loss or damage directly arising by reason of any defect in the material or workmanship that may be discovered within the period aforesaid, then this obligation shall be void; otherwise to remain in full force and effect.
All suits at law or proceedings in equity to recover on this bond must be instituted within twelve (12) months after the expiration of the maintenance period provided for herein.
Principal: _______________________ Surety: _______________________ Corporate Seal (where appropriate) Corporate Seal (where appropriate) _______________________________ _______________________________ Authorized Signature Authorized Signature
_______________________________ _______________________________ Printed name and title Printed name and title
_______________________________ _______________________________ Date Date
_______________________________ _______________________________ Street Address Street Address
_______________________________ _______________________________ City, State, Zip Code City, State, Zip Code
405
City of Belmont Contract Documents
Project: 2026 Pavement Rehabilitation Project
City Contract Number 2026-647
ALTERNATIVE CLAUSES
1. Identification of Plans. The Contract Documents are more particularly defined in the Agreement, and generally include: all Bidding Documents (including the Invitation For Bids, these Instructions to Bidders, Addenda [if any], and Bid Forms), the Agreement, the Specifications (including the General Conditions, the Special Provisions , and the Technical Specifications ), the Exhibits (including bonds), and the Drawings (also referred to as “Plans”).
The Plans specifically include the following documents: [PLANS] Truck Routes. The contractor shall submit their hauling routes to the City for review, per specifications. The total gross vehicle weight limit for trucks hauling materials throughout Belmont for this project will be THIRTY (30) Tons on all roads, unless otherwise approved by the City. Loads above 30 tons for equipment transport will be considered upon request by the Contractor and can be approved at the discretion of the City.
Alternate Improvement Security Clauses for Agreement Section 13:
Warranty security in the amount of 10 % of the Contract Amount (in the form of the Faithful Performance security) to secure faithful performance of this Agreement (from the date on which the City accepts the Work as complete until one year thereafter). 406
GENERAL CONDITIONS
CITY OF BELMONT
CITY CONTRACT NUMBER 2026-647
2026 Pavement Rehabilitation Project
G.C. 1 STANDARD SPECIFICATIONS
The State of California Department of Transportation Standard Specifications “Caltrans Standard Specifications” (2018) in conjunction with Standard Specifications for Public Works Construction “Greenbook” (2018) shall be the referenced standard specifications for this contract. All work shall conform to the aforementioned standard specifications, including General Conditions, Special Provisions and Technical Specifications, unless otherwise specified in the Contract Documents.
G.C. 2 DEFINITIONS
“City of Belmont,” the “Contractor,” and the “Contract Documents” are identified in the Standard Contract Agreement. The “City of Belmont” and the “Contractor” include their authorized representatives and are treated throughout as if each were singular in number and neuter in gender. “Contractor” includes its surety. Whenever in the Standard Specifications and Contract Documents the following terms are used, they shall be understood to mean and refer to the following:
A. Agency/City The City of Belmont, California
B. Engineer The Director of Public Works and his authorized representatives.
G.C. 3 ENGINEER
The Engineer shall act as the City’s representative during the construction period. He shall determine the amount, quality, acceptability and fitness of parts of the work and interpret the Contract Documents. The Engineer will make visits to the site and determine if the work is proceeding in accordance with the Contract Documents. No act or omission of the Engineer shall relieve the Contractor of the duty to proceed with the work in strict conformity with the Contract Documents.
At least one week prior to the start of work, the Contractor shall furnish to the Engineer a Schedule of Work showing the Contractor’s planned sequence of operations. Such schedule shall be subject to the review and approval of the Engineer. No work shall be done until the Contractor and the Engineer have agreed to the schedule to be followed by the Contractor.
Upon request, the Engineer shall reduce to writing any oral order, objection requirement or determination. All communications to the City by the Contractor shall be via the Engineer.
Whenever the Engineer’s approval is requested, it shall be in writing only.
In accordance with Belmont’s Construction Noise Ordinance, work within the City’s right of way shall be done during normal working hours of 8 am to 5 pm, Monday through Friday.
The Contractor shall hand deliver written notification to the Engineer prior to any emergency overtime, weekend or holiday. The sum of the City Inspector’s pay for inspection of overtime weekend or holiday work performed will be deducted from any moneys due to the Contractor. 407
Overtime is defined as work in excess of 8 hours in a day. The Contractor, and not the Engineer, shall be responsible for the construction means, controls, techniques, sequences, procedures and construction safety.
As stated elsewhere, amounts shown in the Proposal and Contract as to quantities are estimates only. From time to time, the Engineer shall direct the Contractor as to the prosecution of the work in such manner as to increase or decrease such estimates as to the work actually to be done.
The Contractor shall comply with such instructions and shall be paid only for work actually done based on the unit prices set out in the Contract.
G.C. 4 AWARD AND EXECUTION OF CONTRACT
The right is reserved to reject any bids if the Engineer is not satisfied that the bidder is fully qualified to carry out the terms of the Contract.
G.C. 5 PROTECTION
At his expense the Contractor shall:
A. Protect all utilities from damage and not disturb such utilities without approval of the governing agency. Contact Underground Service Alert (USA) at 1-800-227-2600 at least 48 hours prior to commencing excavations.
B. Work with the respective utility companies to assure proper reconnection and relocation of such services. The Contractor is expected to include the cost of working with these utility companies in the price bid for the work involved.
C. Take every precaution against injuries to persons or damage to property.
D. Comply with regulations governing the use of the property. The Contractor shall furnish the City with a copy of written permission from the property owner to the Contractor prior to using private property for any storage of materials, equipment or debris.
E. Store and suitably protect its apparatus, equipment, materials, and supplies in an orderly fashion on site.
F. Place on the work only such loads as are consistent with the safety of the work.
G. Effect all cutting, fitting, or patching or its work required to make it conform to the Plans and Specifications and interrelated with other improvements but, except with the consent of the Engineer, shall not cut or otherwise alter existing improvements.
H. Protect and preserve established benchmarks and monuments, make no changes in the location of such without the prior written approval of the City, and replace and relocate any which may be lost or destroyed or which require shifting because of necessary changes in grades or locations. All replacement and relocation work shall be accomplished only after approval of the City and under the direct supervision and instructions of the Engineer.
I. Before final payment, remove all surplus material, false work, temporary structures, debris, and similar matter resulting from its operation from the site and put the site in an orderly condition.
408
J. Construct, operate and maintain all passageways, guard fences, lights, barricades and other facilities required for protection by state or municipal laws and regulations and local conditions during the course of the work.
K. Guard the City’s property from injury or loss.
L. Take all reasonable precautions for dust and noise control and generally conduct operations so as not to constitute a nuisance.
M. Protect existing signs, fences, asphalt pavement, concrete curb, and gutter and other highway facilities which may be encountered in the roadway. The replacement or repair of any facilities which the City deems necessary as a result of the Contractor’s operations shall be done by the Contractor at its own expense and to the satisfaction of the City.
G.C. 6 VALUE ENGINEERING
The City is receptive to proposals from the Contractor identifying ways to reduce project costs and will share 50% of the cost savings with the Contractor if the proposal is accepted. The City encourages the Contractor to submit cost saving proposals on construction methods, products or materials that are equal to, or better than, what is specified by the project plans or specifications.
The City is not obligated to accept and implement the proposal; however, if the City does accept the proposal for implementation, the City will share 50% of the cost savings with the Contractor.
The cost savings shall be limited to the project for which the proposal is made. The City retains the right to implement the Contractor’s proposal on future projects without obligation to sharing the future cost savings. The cost saving/value engineering program is administered by the City in accordance with California Public Contract Code Section 7101.
G.C. 7 CHANGES IN THE WORK
The City shall have the right to make any reasonable changes in the project plans or quantities determined to be necessary or expedient. In case such changes increase or diminish the work shown, the Contractor shall be paid for the work actually done at a mutually agree upon adjustment to the Contract price, based upon the accepted Bid Proposal or according to the provisions of Paragraph 7, Changes in Work. The Contractor shall not be entitled to extra payment, nor shall any claim be made on account of anticipated profits on the work that may be omitted.
G.C. 8 CHANGES IN CONTRACT PRICES
Whenever corrections, alterations, or modifications of the work under this Contract are ordered by the Engineer and increase the amount of work to be done, such added work shall be known as extra work; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as work omitted.
The difference in cost of the work affected by such change will be added to or deducted from the amount of said Contract price, as the case may be, by a fair and reasonable valuation, which shall be determined in one or more of the following ways:
a. By agreed lump sum
b. By agreed unit prices
c. By Force Account
If neither a nor b methods can be agreed upon and the Contractor receives written order to make such changes, the Contractor shall be compensated by Force Account for his actual necessary 409
costs, including labor, material, and equipment rental, as determined by the Engineer, plus a negotiated fixed fee for profit and such overhead items as home and branch office expenses, general expenses, general superintendence, indirect labor, and licenses. The negotiated fixed fee shall not exceed fifteen percent (15%) of actual necessary direct costs.
In addition to the actual cost of labor, the amount due the Contractor shall include the cost of compensation insurance, contributions made to the State as required by the provisions of the Unemployment Reserve Act, Chapter 352, Statutes of 1935, as amended; and for taxes paid the Federal Government, as required by the Social Security Act, approved August 14, 1935, as amended to date, plus other payments the Contractor must make to, or on behalf of, the workers.
For use of equipment owned by the Contractor, the rental rates therefore shall be based upon the current prices prevailing in the locality, not to exceed the rates promulgated by the California (State) Department of Transportation in effect at the time the work was performed.
It is understood that labor, materials, and equipment may be furnished by the Contractor, or by the subcontractor, or by others on behalf of the Contractor. When the work is performed by other than the Contractor’s organization, the Contractor shall reach an agreement with such other forces as to the distribution of payments made for such, and no additional payment therefore will be made by the City.
When Force Account work is performed by a bona fide and approved subcontractor, the negotiated fixed fee markup is limited to ten percent (10%) for the subcontractor, and five percent (5%) for the prime Contractor, on the performing subcontractor’s actual costs, and no markup will be allowed for any intermediary subcontractor between the performing subcontractor and the prime Contractor.
All labor furnished on Force Account work shall be adjusted daily upon report sheets, furnished by the Contractor and signed by both parties, which daily report sheets hall thereafter by considered the true record of Force Account labor provided.
In order that a proper estimate may be made by the Engineer of the net cost of labor and materials entered into Force Account work, in accordance with the procedure hereinbefore stated, the Contractor shall furnish weekly an itemized statement of materials and labor supplied together with the cost of such material and the wages paid, and shall furnish vouchers for quantities and prices of such labor, material, or work. In case the Contractor fails to comply with the above provisions, he shall have no claim for compensation against the City.
City reserves the right to contract with any person or firm other than the Contractor for any or all extra work. The Contractor’s attention is especially called to the fact that he shall be entitled to no claim for damages for anticipated profits on any portions of work that may be awarded to others.
When the Contractor considers that any changes ordered involve extra work that the Engineer has not recognized as such, he shall immediately notify the Engineer in writing as to when and where alleged extra work is to be performed. If the Engineer directs by written order that the alleged extra work be performed, the Contractor shall comply, and shall make claim for compensation therefore each month not later than the 20th day of the month during which the work claimed to be extra work was performed, and he shall submit a weekly complete statement 410
of materials used and expenses incurred on account of extra work performed, showing allocation of all materials and expenses. All such claims shall state the date of the Engineer’s written order.
Unless such notification is made in writing and unless complete statements of materials used and expenses incurred on account of such alleged extra work are furnished as above required, the Contractor shall not be entitled to consideration for payment for alleged extra work, and any future claims for compensation for such alleged extra work shall be invalidated.
G.C. 9 BRAND OR TRADE NAME - SUBSTITUTE OF EQUALS
Reference is made in Section 3400 of the California Public Contracts Code, which is by this reference incorporated herein with like effect as if here set forth in full.
If a potential bidder believes he knows of an equal to a specified brand or trade name which is not mentioned in the Contract Documents, then such potential bidder may so advise the Engineer of such fact, giving all relevant information. If appropriate, an Addendum will be issued as to the alleged equal provided that such issuance may be accomplished at least 5 days before the time fixed for opening bids.
Unless the subject article or product is expressly designated for matching others in use in a particular public improvement either completed or in the course of completion, any bidder may, as part of its bid proposal, include a request for substitution of an item equal to any specified brand or trade name. At the preconstruction meeting, the Contractor may submit to the Engineer data substantiating such a request, and the difference, if any, in cost. The Engineer shall promptly investigate the request and make a recommendation to the City as to equality.
The City shall promptly determine where the substitute is equal in every respect to the item specified, and approve or deny the request accordingly, and shall notify the Engineer of the determination made, who shall advise the Contractor in writing of the decision. Unless the request is granted, substitution will not be permitted. In accordance with Section 3400 of the California Public Contracts Code, the Contractor shall be provided a period of not less than 35 days after the award of contract for submission of data substantiating a request for a substitution of “an equal” item.
Nothing herein shall authorize a change in the Contract price or prevent the use of change order in the manner provided elsewhere in the Contract Documents.
G.C. 10 FINAL INSPECTION, ACCEPTANCE AND NOTICE
OF COMPLETION
Upon written notice from the Contractor that the entire work required by the Contract Documents is complete and that all submittals required by him are made, and after the Contractor has delivered the bonds, certificates of inspection, proof of insurance, guarantees, warranties, releases, and other documents, all as required by the Contract Documents or by law, a post construction conference will be held to review the work and resolve any unsettled matters.
Present at the conference shall be the Engineer, the Inspector, the Contractor, and the Contractor’s Superintendent. Following this conference, Engineer will make a final inspection, the Contractor, and the City will notify the Contractor in writing of any deficiencies in the submittals and other documents required of him. The Contractor promptly shall make such corrections as are necessary to remedy all defects or deficiencies. After the Contract has 411
completed any such corrections to the satisfaction of the City, the City will issue a written final acceptance of the work and file any notice of completion required by law or otherwise.
Final Inspection will be in two phases: a semi-final inspection by the Construction Inspector and the Contractor; and a final inspection, including representatives of the City, the Contractor, and any State or County agency. At the conclusion of the semi-final inspection, the Construction Inspector will provide the Contractor, in writing, a “punch list” of items requiring completion of remedial work. The Contractor shall rectify all matters on the “punch list” before making his formal request, in writing, for Final Inspection. Upon completion of the final inspection, if further completion or remedial work is determined to be necessary, the Engineer shall transmit to the Contractor a final list of items for remedial attention. After final inspection, the City Council will adopt a resolution determining that the contract work, or designated phases thereof, is substantially complete and is accepted.
G.C. 11 GUARANTEE AND WARRANTY OF WORK
The Contractor shall submit all products and materials to be used to the Engineer for approval.
The Contractor shall provide a list of submittals at the pre-construction conference.
Notwithstanding inspections and acceptance by the City of work furnished under this contract, the Contractor warrants to the City that all materials and equipment furnished under the contract, including that provided pursuant to change orders, will be of good quality and new, that the work will be free from defects in material or workmanship and that the work will conform to the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective.
This warranty by the Contractor is in addition to any warranties or guarantees required by the special provisions or technical specifications for specified items of equipment or materials. This warranty shall be in effect notwithstanding any disclaimers, or limiting or conditional terms contained such separate warranties furnished by manufacturers or suppliers.
If, within one year after the date of final acceptance of the work by the City, any of the work is found not to be in accordance with the Contract Documents the Contractor shall correct it promptly after written notice from the City to do so, and pay for any damage to other property resulting from such non-conforming work. If the Contractor fails to make the repairs or replacements promptly, or in any emergency when delay could cause risk or damage or loss, the City may have the non-conforming work removed, replaced or corrected at the expense of the Contractor and his surety. If the amount of the performance bond is insufficient to cover such work, the Contractor shall be liable to pay any such deficiency on demand by the City.
Nonconforming work which is remedied under this Section shall be subject to an extended warranty obligation for a period of one year after the non-conforming work has been remedied.
All workmanship performed, and materials/equipment installed, as part of this contract shall be guaranteed for a period of one year, commencing upon issuance of the Notice of Completion for the work under this contract.
412
G.C. 12 CITY’S RIGHT TO STOP WORK OR TERMINATE THE CONTRACT The City, without prejudice to such other right, remedy or relief it may be entitled to, may by giving ten (10) days notice to the Contractor, terminate the employment of the Contractor and it his right to proceed, if:
A. The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors.
B. A receiver or liquidator is appointed for the Contractor or any of its property.
C. The Contractor shall refuse or fail after Notice of Warning from the City by the Engineer to supply sufficient properly skilled workmen or suitable materials.
D. The Contractor fails to prosecute the work with such diligence as will insure its completion within the stipulated time period.
E. The Contractor shall fail to make payments to persons supplying labor or materials for the work.
F. The Contractor does not comply with applicable law or instructions of the Engineer.
G. The Contractor is otherwise guilty of a substantial violation of any provision of the Contract Documents.
If the City determines that the Contractor has failed to perform any of its obligations under the Standard Contract Agreement or to otherwise comply with the Standard Contract Agreement, then, in addition to all other remedies provided by law, City may terminate the Standard Contract Agreement immediately upon written notice to the Contractor provided, however, that if the City’s determination of the Contractor’s failure to perform under or comply with the Standard Contract Agreement can be cured by Contractor within thirty (30) days from the date that City discovers Contractor’s failure to perform or comply, then the City may provide Contractor with a notice of Contractor’s failure to perform or comply and provide Contractor with a definite period of time, to be specified in the notice and not to exceed a maximum period of thirty (30) days from the date of the notice, to cure. Failure to perform or comply to City’s satisfaction within the definite time period specified in the notice are grounds for termination by City.
The City Manager is empowered to terminate the Standard Contract Agreement and issue the notices provided for in this Section on behalf of City. In the event of termination, the Contractor shall immediately cease all work being performed under the Standard Contract Agreement.
Termination of the Standard Contract Agreement by City shall constitute the withdrawal of any consent or authorization of City for Contractor to perform any construction or other work under the Standard Contract Agreement in the public right-of-way or on public property, excepting only that work necessary to leave all work site areas in a clean and safe condition.
The City’s right to terminate may be for the entire work, or at the City’s option, as to any portion thereof as to which delay shall have occurred or breach or miscompliance related, and may thereupon take possession of the entire work or portion thereof. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance shall exceed the expense of completion, and other damage, expense or loss of the City occasioned by the Contractor’s failure to properly perform, the Contractor shall pay such excess.
If such expense and damage exceeds the unpaid balance, the Contractor is liable to the City for the excess. If the City elects to proceed under this Section, it may take possession of and utilize in completing the work such materials, supplies, pain and equipment on site which may be 413
necessary or convenient for the purpose of completing the work. The City is expressly granted the right, acting via an Engineer or otherwise, to operate equipment and machinery on site for the purpose of determining whether it has a basis for proceeding under this Section.
G.C. 13 PAYMENT AND MONTHLY ESTIMATES
1. Schedules, Reports and Records As stated in Section 9-2 of the Standard Specification for Public Works Construction “Greenbook” (latest edition), the Contractor is required to submit to the Engineer for approval, a schedule of values for bid items. Lump Sum bid items are to be broken out into appropriate segments to create the schedule. This is to be integrated with the project work schedule and submittal schedule. These schedules will be used in the evaluation of Contractor Progress Payment Requests to the City.
2. Pay Period On or immediately after the first day of each month, the Contractor is to submit to the Engineer a “Request For Progress Payment.” This request is to be for work performed and for materials on the site up to and including the last day of the month. Upon agreement of the quantities, the Engineer will send to the contractor a “Payment Application and Certificate” form (CP-14) for review and signature.
3. Retentions Pursuant to Section 9-3.2 of the Specifications, 5 percent of each month’s amount earned by the Contractor will be retained by the City until 50 percent of the contract work is completed. At that point, at the Engineer’s discretion, if work is proceeding satisfactorily, retention may be discontinued except for the amount previously retained. Pursuant to Section 9-3.2 of the Standard Specification for Public Works Construction “Greenbook” (latest edition), the Contractor may elect to place sufficient acceptable securities with the City or in an escrow account, in lieu of the Engineer’s retention of the funds. Earnings from such an escrow account shall accrue to the benefit of the Contractor. All procedures and documentation shall be as provided by State Law.
4. Preparation and Processing of Monthly Progress Payment Requests Each monthly progress payment shall be based on quantities submitted by the Contractor and reviewed by the Engineer. The Contractor shall submit a monthly itemization of work completed, including quantities for applicable bid items and supporting documentation as requested by the Engineer, on or immediately following the last day of the month.
The Engineer will review the submitted quantities and coordinate with the Contractor to resolve any discrepancies. Upon agreement of the quantities and payment amount, the Engineer will prepare the “Payment Application and Certificate” for the Contractor’s review and signature.
The “Payment Application and Certificate” shall be signed by an authorized representative of the Contractor prior to processing.
For lump sum items or items paid based on percentage of completion, the Contractor and Engineer shall consult to determine acceptable percentages of completion for work performed.
The extension of the total amount due for each applicable item shall correspond with the agreed percentage of completion, which may require expressing the percentage figure to four decimal places.
414
5. Pursuant to Section 9-3.3 of the Specifications, requests for payments for materials on the site shall be accompanied by invoices, bills of sale, delivery tickets or other documentation that establishes the City’s title and the value of materials for which payment is requested.
Requests for payment of Change Orders authorized by the City shall be accompanied by signed daily work orders for labor, equipment and materials if performed on a time and material basis.
The Engineer will review the request, check all mathematical entries, percentages and extension, and when satisfactory, will transmit the Form CP-14 to the Director of Public Works with recommendation for payment. Upon approval, the Engineer will submit, the progress payment request to the City’s Finance Department for payment to the contractor. Payment will then be issued to the Contractor by the City, with retention of a portion of the funds by the City, as indicated above. If a retention securities escrow account has been established, the City will make 100% payment of the approved monthly progress payment.
Upon satisfactory completion of the Contract work, and official acceptance by the City, the retained amount will be paid to the Contractor by City, or the City will authorize the release of impounded securities to the Contractor, all subject to the provisions of Section 9-3.1 of the Specifications.
G.C. 14 FAILURE TO COMPLETE THE WORK IN THE TIME AGREED UPON
It is agreed by the parties to the Contract that time is of the essence; and that in the case all the work is not completed before or upon the expiration of the time limit set forth, damage will be sustained by the City and it is, therefore, agreed that the Contractor will pay to the City as damages the amount of the actual damage as determined, due to the failure to complete the work in the time agreed upon. In addition, the City shall have the right to charge to the Contractor and to deduct from payments for the work the actual cost to the City of engineering, inspection, superintendence, and other overhead expenses, which are directly chargeable to the contract and which accrue during the period of such delay, except that the cost of final surveys and preparation of the final estimate shall not be included in such charges. The expenses and damages described above shall be deducted from any money due the Contractor under this contract; the Contractor and his sureties shall be liable for any such excess cost.
The Contractor shall not be deemed in breach of its contract and no forfeiture due to delay shall be made because of any delays in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of the Contract, provided the Contractor requests an extension of time in accordance with the procedures set forth in Section 6-6 of the Standard Specification for Public Works Construction “Greenbook” (latest edition).
Unforeseeable causes of delay beyond the control of Contractor shall include acts of God, acts of a public enemy, acts of the government, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and weather, or delays caused by failure of the City or the owner of a utility to provide for removal or relocation of existing utility. Failure of the Contractor, its agent, servants, employees, officers, subcontractors, directors, or of any party contracting to perform part or all of the work or to supply any equipment or materials shall not be excusable delays.
Excusable delays (those beyond Contractor’s control) shall not entitle the Contractor to any additional compensation. The sole remedy of the Contractor shall be to seek an extension of time.
415
G.C. 15 FINAL ACCEPTANCE, RECORDING AND PAYMENT
Upon determination by the Engineer that the contract work, or a designated phase thereof, is substantially complete and usable for its intended purpose, the City may issue a “Notice of Substantial Completion” to the Contractor. Substantial completion shall not constitute final acceptance of the work, nor shall it relieve the Contractor of its obligation to complete punch list items, submit required closeout documents, execute final change orders, provide releases, submit record drawings/as-builts, or satisfy any other remaining requirements of the Contract Documents.
The acceptance and closeout process is as follows:
1. When the Contractor believes the contract work, or a designated portion thereof, is substantially complete and usable for its intended purpose, the Contractor shall submit a written request for Substantial Completion. Upon review, if the Engineer determines that the work satisfies the requirements for Substantial Completion, the Engineer may issue of a “Notice of Substantial Completion” to the Contractor.
2. Upon issuance of the “Notice of Substantial Completion,” the Contractor’s required oneyear warranty period, or as described in the Contract Documents, shall commence for the substantially completed work or designated portion thereof, and the City may assume operational responsibility for and use of the completed facilities. The Contractor shall remain responsible for protecting the work, correcting defective work, completing punch list items, and satisfying all remaining Contract requirements. Achievement of Substantial Completion shall establish the date for determining compliance with Contract Time requirements, except for separately specified closeout obligations that remain applicable after issuance of the “Notice of Substantial Completion”.
3. Following issuance of the “Notice of Substantial Completion,” the Contractor shall complete all remaining closeout requirements within sixty (60) calendar days, unless otherwise extended in writing by the Engineer. Closeout requirements may include, but are not limited to, completion of punch list items, execution of final change orders, submittal of required releases, delivery of record drawings/as-builts, warranties, manuals, certifications, final quantity documentation, and submittal of the final invoice.
4. Upon completion of all punch list items and closeout requirements to the satisfaction of the Engineer, the Engineer may recommend to the City Manager and City Council that the contract work, or designated phase thereof, is complete and ready for final acceptance by the City. Final acceptance and release of payment may be withheld if unresolved claims, disputed compensation requests, or unexecuted change orders remain, as permitted under the Contract Documents.
5. Following City Council adoption of a resolution accepting the completed contract work, or designated phase thereof, the City Clerk will file a “Notice of Completion” with the County Recorder of the County of San Mateo.
6. The City may continue to make progress payments for properly completed and accepted work in accordance with the Contract Documents, less any retention and amounts otherwise held under the Contract Documents. Issuance of the “Notice of Substantial Completion” shall not, by 416
itself, require release of retention or payment of amounts otherwise withheld or retained by the City.
7. A period of thirty-five (35) calendar days will elapse from the date of filing of the “Notice of Completion of Contract” with the County Recorder before final payment of retained amounts will be made to the Contractor.
8. If no stop notices are received by the City within the stated thirty-five (35) calendar day period, the City will issue final payment of retained amounts for the contract work, or designated phase thereof, to the Contractor. If any stop notice is received by the City within the thirty-five (35) calendar day period, it will be referred to the City’s legal counsel, and final payment of retained amounts will be deferred or adjusted in accordance with the advice of legal counsel until such stop notice matter has been satisfactorily resolved.
G.C. 16 RESOLUTION OF DISPUTES
The City of Belmont incorporates the provisions of Chapter 1414 of the State Public Contract Code (A.B. No. 4165) as part of its plan and specifications for the resolution of construction claims through arbitration. A summary of its provisions are included in the modification to the Standard Specifications which the Contractor is directed to read. The Contractor is also directed to review the entire Statute, Chapter 1414, Section 20207.4 and Section 20104 of the Public Contract Code.
The City’s records setting forth the fair and reasonable cost of repairing, replacing, rebuilding or reasonable cost of repairing, replacing, rebuilding or restoring any damage or defects when performed by one other than the Contractor shall be binding and conclusive as to the amount thereof upon the Contractor.
G.C. 16.1 CONTRACT INTERPRETATION BY THE ENGINEER
Questions regarding the meaning and intent of the Contract Documents shall be referred in writing by the Contractor to the Engineer. The Engineer will respond to the Contractor in writing with a decision.
G.C. 16.2 CLAIMS
G.C. 16.2.1 NOTICE
If the Contractor disagrees with the Engineer’s decision in G.C.16.1, Contract Interpretation by the Engineer, or in any case, where the Contractor deems additional compensation or a time extension to the contract period is due him for work or materials not covered in the contract or which the Engineer has not recognized as extra work, the Contractor shall notify the Engineer, in writing, of his intention to make claim. Claims pertaining to decisions provided in G.C.16.1 shall be filed in writing to the Engineer within five (5) days of receipt of such decision. All other claims notices for extra work shall be filed in writing to the Engineer prior to the commencement of such work. Written notice shall use the words “Notice of Potential Claim.” Such Notice of Potential Claim shall state the circumstances and the reasons for the claim, but need not state the amount.
417
Additionally, no claim for additional compensation or extension of time for a delay will be considered unless provisions of G.C.7, Changes in the Work; G.C.8, Changes in Contract Prices; and G.C.25, Termination of Contract by Contractor of these General Conditions, are complied with. No claim filed after the date of final payment will be considered.
It is agreed that unless notice is properly given, the Contractor shall not recover costs incurred by him as a result of the alleged extra work, changed work or other situation which had proper notice been given would have given rise to a right for additional compensation. The Contractor should understand that timely notice of potential claim is of great importance to the City, and is not merely a formality. Such notice allows the City to consider preventative action, to monitor the Contractor’s increased costs resulting from the situation, to marshall facts, and to plan its affairs. Such notice by the Contractor, and the fact that the Engineer has kept account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim.
G.C. 16.2.2 SUBMISSION OF CLAIM COSTS
Within thirty (30) days after the last cost of work for which the Contractor contends additional compensation is due, but if costs are incurred over a span of more than 30 days, then within fifteen (15) days after the thirtieth day and every month thereafter, the Contractor shall submit to the Engineer the costs incurred for the claimed matter. Claims shall be made in itemized detail satisfactory to the Engineer in content, detail and format of presentation. If the additional costs are in any respect not knowable with certainty, they shall be estimated. If the claim is found to be just, it shall be allowed and paid for as provided in G.C.7, Changes in the Work.
G.C. 16.2.3 CLAIM MEETINGS
From time to time the Engineer may call special meetings to discuss outstanding claims. The Contractor shall cooperate and attend, prepared to discuss outstanding claims, making available the personnel necessary for claim resolution, and providing documents reasonably requested by the Engineer.
G.C. 16.3 RESOLUTION OF CLAIMS
For all contracts awarded during the effective dates of Public Contract Code Section 20104, where claims cannot be resolved between the parties, claims for three hundred and seventy-five thousand ($375,000) or less shall be resolved pursuant to the provisions of that code section, which is summarized in G.C.16.3.1 and 16.3.4 are applicable; however, G.C.16.3.5, Civil Action for claims less than $375,000 is not applicable.
G.C. 16.3.1 CLAIMS LESS THAN $50,000
1. For claims of less than fifty thousand dollars ($50,000), the Engineer shall respond in writing to written claims within 45 days of receipt of the claim in G.C.16.2, Claims, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor.
2. If additional information is thereafter required, it shall be requested and provided pursuant to this section, upon mutual agreement of the City and the Contractor. 418
3. The Engineer’s written response to the claim, as further documents, shall be submitted to the Contractor within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the Contractor in producing the additional information, whichever is greater.
G.C. 16.3.2 CLAIMS GREATER THAN $50,000
1. For claims of over fifty thousand dollars ($50,000), the Engineer shall respond in writing to all written claims within 60 days of receipt of the claim in G.C.16.2, Claims, or may request, in writing, within 30 days of receipt of claim, any additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor.
2. If additional information is thereafter required, it shall be requested and provided pursuant to this paragraph, upon mutual agreement of the City and the Contractor.
3. The Engineer’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.
G.C. 16.3.3 CLAIM CONFERENCE
If the Contractor disputes the Engineer’s written response, or if the Engineer fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the Engineer’s response or within 15 days of the Engineer’s failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the City shall schedule a meet and conference within 30 days for settlement of the dispute.
G.C. 16.3.4 CLAIM FILING
If following the meet and conference described in G.C.16.3.3, Claim Conference, the claim or any portion remains in dispute, the Contractor may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to G.C.16.2, Claims, until the time the claim is denied, including any period of time utilized by the meet and conference.
G.C. 16.3.5 CIVIL ACTIONS FOR CLAIMS LESS THAN $375,000 The following procedures are established for all civil actions filed to resolve claims for less than three hundred seventy five thousand dollars ($375,000).
1. Within 60 days, but not earlier than 30 days, following the filing or responsive pleading, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court. 419
2. If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that Code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
3. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (b) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under the chapter, also pay the attorney’s fees on appeal of the other party.
G.C. 16.3.6 UNRESOLVED ISSUES
Unless this contract provides otherwise, all claims, counterclaims, disputes, and other matters in question between the City and the Contractor that are not resolved between the City and the Contractor and are not governed by Public Contract Code 20104 shall be decided by a court of competent jurisdiction. Arbitration shall not be used for resolution of these disputes. Should either party to this Agreement bring legal action against the other, the case shall be handled in the California County where the work is being performed.
G.C. 16.4 RECORDS OF DISPUTED WORK
In proceeding with a disputed portion of the work, the Contractor shall keep accurate records of its costs and shall make available, to the Engineer, a daily summary of the hours and classification of equipment and labor utilized on the disputed work, as well as a summary of any materials or any specialized services which are used. Such information shall be submitted to the Engineer on a monthly basis, receipt of which shall not be construed as an authorization for or acceptance of the disputed work.
G.C. 17 DOCUMENTS OF CONTRACTOR
Upon demand, the Contractor shall make available to the City all documents in its possession relevant to the work accomplished or to be accomplished or any demand or claim of the Contractor as to the City. This includes copies of documents sent by the Contractor to others relevant to the work. The Contractor shall further make available to the City conformed copies of all documents submitted to the sureties who executed indemnification made to such surety by others for such purpose. The Contractor shall maintain in its possession all documents to the work for three years after Notice of Completion.
G.C. 18 PROJECT SAFETY AND RESPONSIBILITY OF CONTRACTOR TO
ACT IN AN EMERGENCY
The Contractor shall take all responsible precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to:
1. All employees on the work and all other persons and organizations who may be affected thereby.
420
2. All the work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor of any of its subcontractors or sub-subcontractors.
3. Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structure and utilities not designated for removal, relocation, or replacement in the course of construction.
4. Vehicular and pedestrian traffic on or near the project site. These requirements shall apply continuously and not be limited to normal working hours.
The Contractor shall give all notice and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. Except where otherwise expressly required by applicable laws, the City may monitor the Contractor’s compliance with any laws or regulations.
The Contractor shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and uses of adjacent utilities.
Full compensation for the work involved in carrying out the safety precautions shall be considered as included in the various items of work and no additional payment will be made therefor.
In case of an emergency which threatens loss or injury to property or life, the Contractor shall act without previous instructions as the situation may warrant. The Contractor shall notify the Engineer immediately thereafter. Any compensation for emergency work claimed by the Contractor, together with substantiating documentation, shall be submitted to the City via the Engineer.
G.C. 19 LABOR CODE
A. Public Works. The services to be performed under this contract are for “public works” within the meaning of Labor Code Section 1720. The Contractor must comply with the requirements applicable to public works contractors as contained in Chapter 1, Part 7, Division 2 of the California Labor Code (commencing with Section 1720) and as set forth in this section. This contract is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
B. Hours of Labor. As required by Labor Code Section 1810 and 1813, the parties stipulate as follows. Eight hours labor constitutes a legal day's work. The Contractor shall forfeit, as penalty to the City, $25 for each workman employed in the performance of the Contract by the Contractor or by any subcontractor under him for each calendar day during which such workman is required or permitted to work more than eight hours in any one day and 40 hours in any one calendar week in violation of Labor Code Sections 1810 to 1815, except that work performed by employees of the Contractor in excess of eight hours per day and 40 hours during any one week shall be permitted upon compensation for all hours worked in excess of eight hours per day at not less than one-and-one-half times the basic rate of pay. 421
C. Prevailing Wage. Contractor must comply with the prevailing wage requirements of Labor Code Sections 1720 to 1780. D. Wage Rates.
1. In accordance with Labor Code Section 1773.2, the City has obtained from the Director of the California Department of Industrial Relations the general prevailing rate of per diem wages and the general prevailing rate for holiday and overtime work in the locality in which the work is to be performed for each craft, classification, or type of worker needed to execute the contract, a copy of which is hereby incorporated by reference.
Copies of the prevailing rates of per diem wages are on file in City’s office and are available to any interested party.
2. The Contractor must post a copy of the prevailing rate of per diem wages at each job site.
3. The term “per diem wages” is defined in Labor Code Section 1773.1. E. Failure to Pay Prevailing Wages.
1. In accordance with Labor Code Section 1775, the Contractor will forfeit as a penalty to the City an amount determined by the Labor Commissioner under Section 1775 for each calendar day or portion thereof for each workman paid less than stipulated prevailing wage rates for such work or craft in which such worker is employed for any work done under the Contract by the Contractor or by any subcontractor under the Contractor in violation of the provisions of the Labor Code.
2. As required by Labor Code Section 1775, the parties stipulate that the contractor and subcontractors must comply with Section 1775, and in the event of non-compliance with payment of prevailing wages to workers, the contractor or subcontractor must pay the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate to each worker.
3. The City will not recognize any claim for additional compensation because of the payment by the Contractor of any wage rate in excess of the prevailing wage rate set forth in the Contract. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his bid, and will not under any circumstances be considered as the basis of a claim against the City on the Contract. F. Payroll Records.
1. The Contractor and each subcontractor must comply with Labor Code Section 1776 and all requirements of contractors stated therein for the maintenance, inspection and certification of payroll records.
2. The Contractor and each subcontractor must furnish electronic certified payroll records directly to the Labor Commissioner.
3. The Contract and each subcontractor must furnish certified payroll records to the City with each progress payment request.
422
4. The Contractor and each subcontractor who fails to timely furnish payroll records or make the records available for inspection will forfeit to the City the penalty for noncompliance set forth in Labor Code Section 1776 for their respective failure.
G. Apprentices. This subsection applies to contracts for Public Works involving $30,000 or more.
1. The contractor and each subcontractor must comply with the requirements for employment and compensation of apprentices as set for in Labor Code Section 1777.5. The prime Contractor is responsible for compliance with Labor Code Section 1777.5 for all apprenticeable occupations.
2. As required by Labor Code Section 1773.3, the City will send notice of the award of this Contract to the Division of Apprenticeship Standards within five days after award.
H. Discrimination. The contractor and each subcontractor must comply with the antidiscrimination requirements of Labor Code Section 1777.6. I. Worker’s Compensation.
1. In accordance Labor Code Section 1860, the contractor and each subcontractor must secure the payment of workers' compensation for their employees as required by Labor Code Section 3700.
2. Before performing the work, the Contractor must sign and file with the City, the certification required by Labor Code Section 1861.
J. Excavation Plans. As required by Labor Code Section 6705, for all public works projects in excess of $25,000 that involve excavation or trenching to a depth of five feet or more, the Contractor must submit a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation or trenching. The plan must comply with the following provisions.
1. If the plan varies from the shoring system standards, the plan must be prepared by a registered civil or structural engineer.
2. A note must be included on the plan by the registered civil or structural engineer certifying that the plan complies with the CAL OSHA Construction Safety Orders or that the plan is not less effective than the shoring, bracing, sloping, or other provision of the Construction Safety Orders.
3. If the Engineer has investigated subsurface conditions in area where the work is to be performed, these investigations are identified in the Special Provisions and the records of the investigations are available for inspection in the Public Works Department. The plan will not be accepted by the City if the plan is based on subsurface conditions which are more favorable than those revealed by the Engineer’s investigations, or if the plan is based on soils related design criteria which is less restrictive than the criteria set forth in the Engineer’s report of investigations or subsurface conditions.
4. The detailed plan must include surcharge loads for nearby embankments and structures for spoil banks and for construction equipment and other construction loadings. The plan 423
must indicate for all trench conditions, the minimum horizontal distances from the side of the trench at its top to the near side of the surcharge loads.
5. Nothing contained in this Section shall be construed to impose tort liability on the City or any of its employees or to relieve the Contractor of the full responsibility for providing shoring, bracing, sloping, or other provisions which are adequate for worker protection.
K. Subcontractor Eligibility. Contractor acknowledges that under Public Contract Code Section 6109 no contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works project under Labor Code Section 1777.1 or 1777.7 may bid on, be awarded, or perform work as a subcontractor on, a public works project. Contractor is prohibited from performing work on a public works project with a subcontractor who is ineligible to perform work on the public works project under Labor Code Section 1777.1 or 1777.7.
G.C. 20 SUPERVISION BY CONTRACTOR
The Contractor will supervise and direct the work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the work in accordance with the Contract Documents. The Contractor will be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor shall be responsible to see that the finished work complies accurately with the Contract Documents. The Contractor will employ and maintain on the work site a qualified supervisor or superintendent who shall have been designated in writing by the Contractor as the Contractor’s representative at the site. The supervisor shall have full authority to act on behalf of the Contractor and all communications given to the supervisor shall be as binding as if given to the Contractor. The supervisor shall be present on the work site at all times as required to perform adequate supervision and coordination of the work. The Contractor shall not change job supervisor without written approval of the Engineer. Full compensation for conforming to the requirements of this Section shall be considered included in the contract prices paid for the various items of work and no additional compensation shall be allowed therefore.
G.C. 21 ALTERNATIVE METHODS OF CONSTRUCTION
Whenever the Contract Documents provide more than one method of construction or more than one specified type of construction equipment may be used to perform portions of the work and the Contract Documents leave the selection of the method of construction or the type of equipment to be used up to the Contractor, it is understood that the City does not guarantee that every such method of construction or the type of equipment can be successfully used throughout all or any part of any project. It shall be the Contractor’s responsibility to select and use the alternative or alternatives which will satisfactorily perform the work under the conditions encountered. In the event some of the alternatives on any project or equipment specified cannot be utilized, the Contractor shall be responsible for completing the work in a satisfactory and workmanlike manner to provide the intended service and full compensation for any additional cost involved shall be considered as included in the contract price paid for the item of work involved and no additional compensation will be allowed therefore. 424
G.C. 22 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance of the work. In any area visible to the public, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed weekly.
Full compensation for conforming to the provisions in this Section not otherwise provided for shall be considered as included in prices paid for the various contract items of work involved and no additional compensation will be allowed therefore.
G.C. 23 INSURANCE HOLD HARMLESS
The Contractor shall, before the commencement of work herein specified, procure and maintain in full force and effect during the life of the contract, at its sole expense, insurance as described in Section 14 of the Construction Agreement.
G.C. 24 EQUAL EMPLOYMENT OPPORTUNITY
General: The Contractor shall not discriminate in its recruiting, hiring, promotion, demotion or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, physical handicap, medical condition, or marital status in the performance of this Contract and shall comply with the provisions of the California Fair Employment and Housing Act (commencing with Section 12900 of the Government Code), Federal Executive Order No. 11246 (30 Federal Register 12319), as amended, and all administrative rules and regulations issued pursuant to said Acts and Order. See particularly 41 Code of Federal Regulation (CFR) Chapter
60. The Contractor shall require each of its subcontractors to comply with the preceding paragraph and shall include in each subcontract language similar to the preceding paragraph.
Each bidder shall submit with the bid proposal a fully executed Certificate of NonDiscrimination by Contractors. Bids will not be considered unless accompanied by the completed Certificate.
A. Transactions of $10,000 and Less
1. Contracts and subcontracts not exceeding $10,000 are exempt from the requirements of this clause.
2. No Contractor or subcontractor shall procure supplied and/or services in less than usual quantities to avoid applicability of the Equal Opportunity Clause. With respect to contracts and subcontracts for indefinite quantities, the Equal Opportunity Clause shall apply unless it is determined by the City that the amount to be ordered in any one year under such contract reasonably will be expected not to exceed $10,000.
B. Transactions in Excess of $10,000, but Less Than $50,000
1. Each prime contractor shall certify that it has in effect an affirmative action plan and agrees to comply with all state and federal laws and regulations concerning Fair Employment Practices.
2. The contractor shall maintain a written copy of its affirmative action plan and will furnish a copy to the City upon request by the City. The City reserves the right, during the life of 425
this Contract, to require the contractor to complete an affirmative action compliance report furnished by the City setting definite goals and timetables and indicating progress in meeting the goals.
C. Transactions of $50,000 or More
1. Each prime contractor who has fifty or more employees and a contract of $50,000 or more shall develop and submit to the City within thirty days of award a written affirmative action compliance program including definite goals and timetables with proposed dates of compliance. The prime contractor shall make, as a condition of its subcontract, the same requirement of each subcontractor who has fifty or more employees and a subcontract of $50,000 or more. Each contractor shall include in its affirmative action compliance program a complete table of its employees’ job classifications. This table must include, but need to be limited to, job titles, duties and rates of pay.
2. The contractor agrees to permit access to its records or employment advertisement, application forms and other pertinent data and records by the City or its designee and any state or federal agency having jurisdiction for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract.
3. The City shall have the right to assign an affirmative action representative to monitor the conduct of the contractor and subcontractors under this contract. The affirmative action representative shall have the right to enter the construction or manufacturing site to obtain information from persons performing work on the project, providing such inspection shall not in any way interfere with the progress of the work under contract.
G.C. 25 TERMINATION OF CONTRACT BY CONTRACTOR
The Contractor may terminate the contract upon ten (10) days calendar day’s written notice to the City whenever (1) the entire work has been suspended in accordance with these provisions for sixty (60) consecutive calendar days through no fault or negligence of the Contractor, and notice to resume work or to terminate the contract has not been received from the City within this time period; or (2) the City should fail to pay the Contractor any substantial sums due it in accordance with the terms of the contract and within the time limits prescribed. In the event of such termination, the Contractor shall have no claims against the City except for those claims specifically enumerated in these provisions and determined in accordance thereof. 426
SPECIAL PROVISIONS
CITY OF BELMONT
City Contract Number 2026-647
2026 Pavement Rehabilitation Project
Unless otherwise noted, Section Numbers used in these Special Provisions refer to corresponding Sections in the State of California Department of Transportation 2018 Standard Specifications (“Caltrans Standard Specifications”).
Where noted, certain other Section Numbers used in these Special Provisions refer to corresponding Sections in “The GREENBOOK” Standard Specifications for Public Works Construction, 2018 Edition.
If General Conditions conflict with these Special Provisions, these Special Provisions and Technical Specifications shall prevail.
Full compensation for actions taken by the Contractor in order to comply with public health orders or advisories issued by local, County, State, or Federal government agencies shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor The Health Orders can be accessed at the San Mateo County website at https://www.smchealth.org/coronavirus .
S.P. 2-6 WORK TO BE DONE
WORK NOT PAID FOR SEPARATELY
Full compensation for the following work shall be considered as included in the contact prices paid for the various items of work and no separate payment will be made therefor:
• Jobsite maintenance
• Street sweeping
• Protecting existing facilities
• Project Appearance
• Protection and restoration of existing improvements
Jobsite Maintenance
The Contractor shall perform daily clean-up operations to keep the jobsite and adjacent properties free from accumulation of waste materials and debris resulting from the Contractor’s operations. The Contractor shall deposit waste material in on-site containers or at a legal disposal area away from the site at the end of each working day. 427
Nothing herein shall be construed as relieving the Contractor of responsibility for final cleanup of the site as provided in Section 4-1.13, “Cleanup”, of the Caltrans Standard Specifications.
Surplus excavated material shall become the property of the Contractor and shall be disposed of outside the street right of way as required in the Caltrans Standard Specifications within 2 days of excavation. The depth of excavation shall be to such lines and grades required to reconstruct the street as shown on the plans or as directed by the Engineer.
The Contractor shall keep existing streets free from dirt and debris at all times. The Contractor shall be prepared to sweep surfaces immediately if deemed necessary by the Engineer for public safety and to avoid damage to properties. If streets are not satisfactorily cleaned within 12 hours from verbal notice by the Engineer, the City will issue s Stop Work Notice.
S.P. 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK The Contractor shall provide a schedule of work and temporary traffic control plan (TTC Plan) ten (10) calendar days prior to the pre-construction conference and receive approval from the Engineer before starting any work. The construction schedule shall detail sufficient information to be used to notify homeowners of expected work in their area and to permit the City to schedule inspection and testing. Work shall begin within (7) seven calendar days after the Notice to Proceed is issued by the City.
A pre-construction conference will be held at the Belmont Public Works Department, 1 Twin Pines Lane, Suite 385, Belmont, California. The contractor is directed to arrange for the following:
A. Attendance
1. Contractor's Superintendent
2. Major Subcontractors
3. Others, as appropriate
B. Submittals:
1. Construction Schedule (Submit 10 calendar days in advance)
2. Temporary Traffic Control Plan (Submit 10 calendar days in advance)
3. General Notice to Residents
a. Contractor's telephone number (including 24-hour emergency contact) b. Nature of work
c. Expected duration
4. All material submittals and planned storage of equipment and materials.
5. EEO, IIPP, and Safety Policy
428
Prior to commencing work, the Contractor shall submit to the Engineer a copy of his construction schedule. The Contractor shall submit an updated (written) copy of the construction schedule to the Engineer on a weekly basis, during construction, subject to approval. Updates of the Schedule to reflect actual progress shall not be considered revisions to the Schedule. Since scheduling is a dynamic process, revisions to activity durations and sequences are expected on a weekly basis.
The Contractor is required to obtain a Temporary Encroachment Permit from the Department of Public Works for any work or storage of material in the public right-of-way.
S.P. 6-2 PROSECUTION OF THE WORK
Working hours for this project shall be from 8:00 a.m. to 5:00 p.m. Monday through Friday unless otherwise noted and except for designated legal holidays.
The designated legal holidays are:
New Year's Day (January 1)
Martin Luther King's Birthday (third Monday in January) Presidents' Day (third Monday in February)
Memorial Day (last Monday in May)
Independence Day (July 4)
Labor Day (first Monday in September)
Columbus Day (second Monday in October)
Veterans Day (November 11)
Thanksgiving Break (fourth Thursday and following Friday in November) Christmas Day (December 25).
When a designated legal holiday falls on a Saturday, the preceding Friday shall be the designated legal holiday. When a designated legal holiday falls on a Sunday, the following Monday shall be the designated legal holiday.
S.P. 6-7 TIME OF COMPLETION
Total Contract time for all work is 128 working days. Punchlist items are included in Contract time.
S.P. 6-9 LIQUIDATED DAMAGES
In accordance with Public Contracts Code, Section 10226, it is agreed by the parties to the contract that for each day, including weekends and holiday’s that completion of the work, including Punchlist items is delayed beyond the specified time will cause damage to the City of Belmont. The Contractor shall forfeit and pay to the City $4,500.00 per day for each working day in excess of the contract time.
429
Liquidated damages shall not apply for excusable delay, as defined in Section GC-01. However, the Contractor shall not be entitled to additional compensation as a result of the completion date being extended due to excusable delay.
S.P. 7-7 COOPERATION AND COLLATERAL WORK
The City reserves the right to perform other and additional work, by contract or otherwise, at or near the site (including materials sites) at any time by the use of other forces. Should work be underway or subsequently undertaken within or adjacent to this project, the Contractor shall cooperate with all other Contractors or other forces and conduct this work so that the operations of both suffer the least interference and delay. If there should be any disagreement between the Contractors or the Contractor and the City as to the manner and order of performing work, such disagreement will be resolved by the Engineer, and his/her determination shall be final.
If the contract gives notice of other work that may affect the work of this contract, the coordination of the work shall be taken into account by the Contractor, and any resulting costs shall be considered as included in the contract items.
S.P. 7-9 PROTECTION AND RESTORATION
The Contractor is responsible for replacing damaged improvements on private property and within the street right-of-way including, but not limited to, shrubs, lawns, irrigation lines, and sidewalks, except that fences within the street right-of-way or easements may be removed only if approved by the Engineer in order to perform the work and allow the property owner to salvage materials in advance. Every effort must be made by the contractor to work around existing improvements.
Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in the contract prices paid for the various items of work involved and no additional compensation will be allowed therefor.
S.P. 7-10 PUBLIC CONVENIENCE AND SAFETY
Safety throughout the site is the Contractor's responsibility. The Contractor shall provide a safe working environment for employees and the public, meeting all standards of the State of California. All differences in grade greater than four (4) inches in any vehicular travel area shall be ramped with temporary asphalt/cutback until such time as final paving takes place. All differences greater than one (1) inch in grade in pedestrian areas shall be considered a "trip hazard" and shall be ramped with temporary AC or other acceptable means until such time as final restoration takes place. All excavations shall be covered during "non- working hours." All excavations in vehicular areas shall be covered with 3/4" thick steel plates (minimum).
Excavations in pedestrian areas shall be covered with plywood and barricades. All steel plates and plywood shall have a non-skid surface. All barricades on the project site shall be equipped with lights (in working condition).
Construction Area Signs
The Contractor shall furnish, install, maintain and remove construction area signs when no longer required in accordance with the provisions in Section "Temporary Traffic Control" of the 430
Caltrans Standard Specifications and these Special Provisions. The base material of construction area signs shall not be plywood.
The cost for construction area signs as provided herein shall be considered as included in the contract lump sum (LS) price paid for “Temporary Traffic Control and Construction Area Signs”.
Temporary Traffic Control
The Contractor shall notify the Engineer of his intent to begin work on each street at least five (5) days before work is begun on that street. The Contractor shall cooperate with local authorities relative to handling traffic through the area.
Notifications to the public shall be accomplished in the following manner:
1. General Notice, by mail, shall be sent to all residences along and adjacent to each street to be reconstructed 2 weeks in advance of commencement of work for that street. Such General Notice, by mail, shall be reviewed and approved by the Engineer prior to mailing. Contractor's emergency telephone number and contact individual shall be provided.
2. Contractor shall post “No Parking” signs along each street to be reconstructed at least fortyeight (48) hours in advance of commencement of work for that street; and shall arrange with the Police Department for removal of vehicles as required. “No Parking” signs may be posted without the approval of the Engineer. "No Parking" signs shall indicate the date, time (civilian hours), hours, and day of the week of the parking prohibition. The Contractor shall contact the Police Department to verify the posting of “No Parking” signs in advance.
Delays to the Contractor caused by the presence of parked vehicles will not be grounds for additional compensation or extension of time.
The minimum width of a temporary traffic lane shall be 10 feet, unless otherwise permitted by the Engineer. The full width of the traveled way shall be open for use by public traffic when construction operations are not actively in progress. No parking will be permitted in the construction area. Personal vehicles of the Contractor's employees shall not be parked on the traveled way, including any section closed to public traffic.
Temporary Traffic Control Plans
The Contractor shall provide a temporary traffic control plan (TTC Plan) for each street ten (10) calendar days prior to pre- construction conference and receive approval from the Engineer prior to commencement of work. Each TTC Plan shall clearly show how the Contractor proposes to handle both vehicular and pedestrian traffic during construction for each street.
Each TTC Plan shall include details such as follows:
A. Work area and operations for which the traffic control is proposed.
B. Hours of the day and proposed dates that the plan will be in effect.
C. Salient dimensions and features of the existing roadways.
D. Location, width, direction and turning movements of traffic for proposed traffic revisions. 431
E. Type, location, reference distances, spacing, etc. for such items as signs, cones, barricades, arrow boards and flagmen.
F. Conformance to the California Manual on Uniform Traffic Control Devices, Revision 5 (March 27, 2020).
G. Conformance to the order of work requirements in these Special Provisions.
H. Conformance to all the applicable traffic control requirements specified in these Special Provisions.
I. Any alterations to a TTC Plan, proposed lane closures, before or after initial implementation, shall be approved in advance by the Engineer.
J. Traffic shall be maintained by complying with the approved TTC Plan and alterations, if any.
Contractor shall notify Belmont Police Dispatch (650-595-7400) and Engineer’s representative (510-760-8394) on a daily basis (as needed) at the beginning of each shift to inform them of ANY lane closure and at the end of each shift to inform them of the street opening to through traffic. Note: Contractor shall provide access for emergency vehicles at all times during his operations.
Full compensation for conforming to the provisions in this section shall be considered as included in the contract lump sum (LS) price paid for “Temporary Traffic Control and Construction Area Signs” and no additional compensation will be allowed therefor. 432
TECHNICAL SPECIFICATIONS
FOR
CONSTRUCTION OF
2026 PAVEMENT REHABILITATION PROJECT
FOR
CITY OF BELMONT, CALIFORNIA
CITY CONTRACT NO. 2026-647
May 29, 2026
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
(805) 781-2265
FAX (805) 781-2267
433
CITY OF BELMONT
20256PAVEMENT REHABILITATION PROJECT
BELMONT, CALIFORNIA
DESIGNERS' ATTEST
These Technical Specifications have been prepared under the supervision of the undersigned, who hereby certifies that he is a Registered Civil Engineer in the State of California.
________________________________
Joseph L. Ririe, PE
Pavement Engineering Inc.
3485 Sacramento Drive, Suite A
San Luis Obispo, CA 93401
434
SPECIAL PROVISIONS – TECHNICAL
2026 Pavement Rehabilitation Project (herein referred to as “the Project”) City of Belmont
City Contract No. 2026-647
Technical Provisions for this contract shall be in conformance with the State of California Department of Transportation (Caltrans) 2018 Edition Standard Specifications (herein referred to as the Standard Specifications), City of Belmont (herein referred to as Owner), Standard Drawings, these Special Provisions, and the 2026 Pavement Project Plans (herein referred to as the Plans), and as amended and or superseded by the following:
Bidder shall note that the amendment and the following provisions are not all shown in the order or numbering system as shown in the Standard Specifications.
TABLE OF CONTENTS
PAGE
SPECIAL PROVISIONS - TECHNICAL.......................................................................... 1 TS 1 GENERAL ........................................................................................................... 1 TS 2 MOBILIZATION, BONDS, AND INSURANCE..................................................... 6 TS 3 TRAFFIC CONTROL........................................................................................... 9 TS 4 WATER POLLUTION CONTROL...................................................................... 14 TS 5 EXISTING FACILITIES...................................................................................... 17 TS 6 TRIMMING, CLEARING, AND GRUBBING ...................................................... 20 TS 7 CONSTRUCTION SURVEYS............................................................................ 21 TS 8 PRESERVING & PERPETUATING SURVEY MONUMENTATION .................. 62 TS 9 FINAL INSPECTION AND PUNCH LIST........................................................... 22 TS 10 CONSTRUCTION AS-BUILT DRAWINGS...................................................... 22 TS 11 ROOT PROTECTION, ROOT PRUNING, AND TREE REMOVAL ................. 59 TS 12 COLD PLANING (MILLING & KEYCUTS)....................................................... 31 TS 13 HOT MIX ASPHALT (HMA)............................... Error! Bookmark not defined.
TS 14 REMOVE AND REPLACE HOT MIX ASPHALT (HMA) .................................. 36 435
TS 15 ASPHALT TACK COAT................................................................................... 39 TS 16 LOWERING AND ADJUSTING OF UTILITY COVERS................................... 63 TS 17 MISCELLANEOUS EXCAVATION & GRADING............................................. 46 TS 18 AGGREGATE BASE ....................................................................................... 49 TS 19 MISCELLANEOUS CONCRETE..................................................................... 49 TS 20 FULL DEPTH RECLAMATION – CEMENT TREATMENT.............................. 40 TS 21 TRAFFIC STRIPING, PAVEMENT MARKINGS, AND PAVEMENT MARKERS 66 TS 22 ROADSIDE SIGNS, STANDARDS, AND OBJECT MARKERS ...................... 73 TS 23 HEADER BOARDS ......................................................................................... 77 TS 24 FINAL CLEANUP ............................................................................................ 80 APPENDIX A .................................................................................................................. 1 APPENDIX B .................................................................................................................. 1 APPENDIX C .................................................................................................................. 1 APPENDIX D ...................................................................... Error! Bookmark not defined. 436
THIS PAGE LEFT BLANK
437
Technical Specifications 1 2026 Pavement Rehabiliation Project
SPECIAL PROVISIONS - TECHNICAL
TS 1 GENERAL
TS 1-1 GENERAL
All work shall conform to the applicable provisions of the State of California, Department of Transportation, Standard Specifications (Caltrans); these Special Provisions; and the construction drawings, except as modified herein.
The Contractor is required to inspect the site of the proposed work in order to satisfy themselves, by personal examination, the location of the proposed work and the actual conditions of the proposed worksite. The Contractor is also required to have all sub-contractors personally inspect the site.
All work shall be done in conformance to the applicable provisions of the Standard Specifications except as modified herein. Payment for work, equipment and materials not specifically covered herein shall be included in the payment for related items of work. No additional payment will be made for work, equipment or materials not covered in these Technical Specifications, but necessary to insure a completed project as specified. Any plan or method of work suggested by the City representative to the Contractor but not specified or required, if adopted or followed by the Contractor in whole or in part, may be used at the risk and responsibility of the Contractor; and the City representative shall assume no responsibility therefor and in no way be held liable for any defects in the work which may result from or be caused by use of such plans or method of work.
TS 1-2 SCOPE OF WORK
Scope of Work to be performed consists of Contractor furnishing all materials, equipment, tools, labor, and incidentals necessary for the construction of the Project, complete in place in accordance with the Plans, Specifications, and Contract Documents, and subject to the terms and conditions of the Agreement.
Work to be performed includes but is not limited to, furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents for the reconstruction or repair of Owner’s streets at various locations throughout the Project limits. See the Plans and Details for a more detailed description of the location of the various sites. Work includes:
Furnishing all labor, materials, tools, and equipment necessary for placement of hot mix asphalt (HMA) pavement materials such as pavement overlay, and mill and fill; setup and maintenance of traffic control systems; clearing debris from existing roadway and gutter pan; construction of Portland Cement Concrete (PCC) curb ramps, sidewalk, curbs & gutters, placement of crushed aggregate base and HMA pavement; replacement of traffic striping and markings; and clean-up of the project area; and other related work as necessary to provide a complete project; all in 438
Technical Specifications 2 2026 Pavement Rehabiliation Project accordance with the Standard Specifications, General Provisions, the Plans, and these Special Provisions.
Contractor shall provide safe and adequate pedestrian access at all times. Vehicular movement at and around all work sites shall be provided and maintained at all times.
Approved barriers and signs (traffic flagging personnel, if necessary) shall be furnished and utilized by Contractor to ensure safety and public access to businesses and residences at all times.
Contractor shall pay to Owner liquidated damages for avoidable delays of $4500 for each working day in excess of the Project’s working days.
TS 1-3 EMERGENCY INFORMATION
Names, addresses, and telephone numbers of Contractor and Subcontractors shall be filed with Owner and the City’s Police Department on the day of the Pre-Construction Meeting.
TS 1-4 UTILITY COMPANY INFORMATION
Contractor shall lower and adjust facilities except for electrical facilities owned by PG&E. Contractor shall check for known and unknown utilities in advance with each utility company. Contractor shall be responsible for coordinating the timing for the lowering and adjusting facilities with the utility companies.
Contractor shall contact Laura Wendover at (408) 477-9472 (cell) for coordination with AT&T.
Contractor shall contact Rebecca Lakeman at (916) 515-6017 (cell) for coordination with Comcast.
In the event that a City of Belmont Sanitary Sewer manhole is encountered within the Project area, Contractor shall notify Ryan Moran at (650) 637-4706.
For utilities of Mid-Peninsula Water Divisions (MPWD), Contractor shall contact Michael Anderson at (650) 591-8941 a minimum of five (5) working days prior to the start of any work involving MPWD’s facilities for coordination.
For both electrical and gas facilities of Pacific Gas and Electric (PG&E), Contractor shall contact Gregory Greenwood at (510) 685-0423 at least two (2) weeks prior to the commencement of work to schedule a PG&E Field Representative. No work is authorized without Field Representative present.
TS 1-4.01 Underground Service Alert (USA)
Contractor shall notify Underground Service Alert (USA) three (3) business days in advance of any excavation by dialing (800) 227-2600 or 811 or online at https://call811.com/. All existing facilities in conflict with the proposed improvements shall be relocated by Contractor, or as directed by Owner Representative (herein referred to as Engineer).
439
Technical Specifications 3 2026 Pavement Rehabiliation Project All existing facilities in conflict with the proposed improvements shall be relocated by Contractor or as directed by Engineer.
It is not the intent of the Plans to show the exact locations of existing underground utilities or structures, and Owner assumes no responsibility, therefor. Whenever any such utilities are indicated thereon, Contractor shall be responsible for verifying their actual location and depth in the field by potholing if necessary. Contractor shall be responsible for any damage to utilities shown on the Plans, located by Underground Service Alert, or as specified herein, as a result of their operations.
Contractor shall not be entitled to any right-of-way delays associated with the relocation or repair of utilities and other facilities. It shall be the responsibility of Contractor to cooperate fully with the owners of these utilities and other facilities for their relocation and repair work.
TS 1-5 ORDER OF THE WORK
Contractor is responsible for coordinating with Engineer, Daniel Matthews, at (650) 637-2985.
Contractor shall commence work per Construction Schedule and Commencement of Work. Contractor shall begin work promptly, as stated in the General Provisions, and shall not suspend work or abandon the work site until the work is complete.
All tree root removals on a particular street must be performed and accepted by Owner Arborist prior to the construction of the roadwork.
All Portland cement concrete (PCC) repairs must be constructed and accepted by Owner prior to hot mix asphalt (HMA) resurfacing or full depth reclamation work.
Contractor shall coordinate with adjacent property owners/tenants in order to schedule demolition/construction activities in order to minimize impacts to residents and/or business operation.
Contractor shall allow utility owners access to the work and shall schedule around interference by utility owners performing concurrent work.
Work shall not commence on the following roadway segments until coordinated in advance with the sewer project. Contractor shall coordinate with the City and Sewer Contractor to schedule work on these segments.
Base Bid Streets
a. College View Way (South Road to End)
b. El Verano Way (Maywood Drive to Chula Vista Drive)
c. Fernwood Way (El Verano Way to Chula Vista Drive)
d. Korbel Way (South Road to End)
e. Phyllis Court (College View Way to End)
Alternate 1 Streets
440
Technical Specifications 4 2026 Pavement Rehabiliation Project a.Sunnyslope Avenue (Oneil Avenue to Gate)
Various items of concrete construction shall be installed or replaced shortly after demolition and removal has begun. In no case shall removal take place unless Contractor can complete installation and replacement within the following time period:
a. Sidewalk and access ramps shall be replaced no later than the third (3rd) working day after demolition or removal,
b. Backfill and paving conform work shall be installed no later than the fifth (5th) calendar day following concrete placement, and
c. Sidewalks on both sides of a street shall not be closed or removed simultaneously.
Contractor shall schedule the cold planing work such that the pavement leveling course (base course) can be completed immediately after milling and digouts are complete.
Roadways that will have the entirety of existing asphalt pavement cold planed and base/subgrade exposed shall have the base course paved back within the same working day.
Overlayed roadways shall be paved back with the asphalt base/leveling course and surface course within five (5) days after milling (keycuts) has commenced.
Contractor shall coordinate with Owner’s trash pickup provider(s) for the trash pickup schedule.
Failure to complete such work within the time period and/or conditions stated shall be a reasonable basis for Engineer to stop all other items of construction until such work is completed.
TS 1-6 REQUIREMENTS OF WORK
All work shall be coordinated with the Traffic Control and Maintenance Plan, Project Schedule, Contract Period, Submittals, and all other requirements of these Contract Documents.
All movements at intersections must be maintained. Contractor shall maintain a minimum of one lane, not less than ten (10) feet wide (twelve (12) feet wide on arterials and Caltrans), two way traffic control at all times. No lanes shall be closed prior to 8:00 a.m., and all lanes must be opened by 5:00 p.m. Additional working hour and lane closure requirements will be imposed for work on weekends per City Municipal Code.
A maximum noise level limit of eighty-six (86) decibels at a distance of fifty (50) feet will apply to all construction equipment on or related to the Project, regardless of owner.
Use of excessively loud warning signals shall be avoided except in those cases required for protection of personnel. Use of generators or other mechanical devices is not permitted between the hours of 5:00 p.m. and 8:00 a.m. unless approved by Engineer.
Additional noise restriction hours will be imposed for work on weekends per City Municipal Code.
441
Technical Specifications 5 2026 Pavement Rehabiliation Project Contractor shall coordinate, perform, and construct roadway work such that the restoration work on a street is completed prior to a weekend and/or Owner designated legal holiday so the street and pedestrian access are fully restored and available for public use.
Once started, Contractor shall continuously work on the Project until completion. Other than for inclement weather, work shall not be discontinued unless notification is provided to and approved by Owner at least seventy-two (72) hours in advance. Such notification of work suspension shall include the exact date when work shall be suspended and the date when work shall resume.
Failure to notify and obtain the approval of Owner of the work suspension will subject Contractor to a $400 per working day inspection charge for each day work is suspended without the required notification and approval.
No work suspension due to material and/or equipment issues will be allowed.
Non-Working Foreman or General Contractor (herein referred to as Contractor Representative) with qualifications for the scope of work shall be on site or available for any decision-making during the duration of construction. Contractor shall not assign unqualified field personnel to be Contractor Representative. Contractor Representative shall be on site, at all times and in coordination with Subcontractors. Contractor Representative and all working foremen and non-working foremen shall be required to attend the mandatory Pre-Construction Meeting.
Owner may at any time request a more experienced or qualified representative, foreman, and/or operator when work performance is not being met for a certain skill.
Contractor shall keep the work site clean, control dust and air pollution from construction operations, and provide sanitation for workers. Broken concrete and debris developed during demolition, clearing and grubbing shall be disposed of concurrently with its removal.
Weeds, trash, and debris shall be removed from the work site regularly and when directed by Engineer. All stickers, paint, and other forms of graffiti within the work limits shall be removed. Contractor shall submit method of removal to Engineer for approval prior to abatement.
TS 1-7 ROADWAY PREPARATION
Work under this section consists of preparing the roadway prior to the resurfacing or reconstruction. Such work shall include controlling nuisance water, sweeping, watering, removal of all raised pavement markers, removing thermoplastic pavement markings, and removing loose and broken HMA and foreign material, including existing weed growth as specified in these Special Provisions and as required by Engineer. Water Pollution Control Plan (WPCP) is to be implemented prior to the start of work. Any roadway area that contains existing weed growth shall be treated with an Environmental Protection (E.P.A.) Owner-approved herbicide composed of glyphosate and oryzalin, combined and applied according to label directions. Alternative mechanical means of 442
Technical Specifications 6 2026 Pavement Rehabiliation Project removal may be approved by the Engineer if Contractor can demonstrate equivalent removal and prevention of weed growth.
Contractor shall pothole for shallow utilities that may be in conflict with work. Contractor shall submit results to Owner at least two (2) weeks prior to the start of any excavation work to provide sufficient time to resolve any issue that may be encountered.
TS 1-8 AIR POLLUTION CONTROL
Contractor shall take all necessary measures to avoid the dispersion of dust. Dust generated by traffic, Contractor’s operations, or wind are all included in the definition of “dust.” All activities shall be in compliance with Section 14-9, “Air Quality,” of the Standard Specifications.
TS 1-9 MEASUREMENT AND PAYMENT
Full compensation for General shall be considered as included in the contract prices paid for the various bid items of work involved and no additional compensation will be allowed therefore. Such payment will be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with Standard Specifications and these Special Provisions.
TS 2 MOBILIZATION, BONDS, AND INSURANCE
TS 2-1 GENERAL
TS 2-1.01 Summary
Mobilization includes preparatory work and operations, including but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the work site, for work on the Project, and for all other work and operations that shall be performed, or costs incurred prior to beginning work on the various items on the work site.
Mobilization shall include the furnishing and providing for regular maintenance of temporary sanitary facilities accessible to the work site for the duration of the Project.
Failure to comply with this requirement will result in withholding of mobilization payments in the amount deemed appropriate by Owner.
It is the responsibility of Contractor to locate and secure staging area(s) for setup, construction laydown areas, or the like, and shall be an appropriate area for mixing and storing materials and equipment. Staging area(s) shall meet all requirements described in Section 13-4, “Job Site Management,” of the Standard Specifications, and shall not exceed one acre of disturbed-soil area combined. All equipment shall be removed from the temporary staging area within three (3) working days after completion of the work unless approved by Owner.
Staging area may not be located on Owner’s property. Temporary utility controls shall be arranged solely by Contractor. It is Contractor’s responsibility to inspect the work site to determine its suitability for operations to execute the Contract. Contractor is required 443
Technical Specifications 7 2026 Pavement Rehabiliation Project to obtain and show proof of all permits required by the State and/or local agencies for the use of the staging area.
Owner is not responsible for providing Staging Area.
TS 2-2 NOTIFICATIONS
Contractor shall notify Owner not less than two (2) weeks prior to the start of the Project. Contractor shall be responsible for all notifications, including any and all Subcontractor’s work.
Closing or opening (either partial or full) of a street or alley within the Project limits will be approved by Engineer. Notices shall be posted pursuant to California Vehicle Code, Article 1, Section 22651 at least seventy-two (72) hours prior to construction by Contractor. No Parking Signs will be provided by the City. Notices shall include the following information:
A. “TOW AWAY – NO PARKING”
B. SPECIFIC DATES AND TIMES OF CONSTRUCTION
C. “VEHICLES FOUND IN VIOLATION WILL BE TOWED”
D. “C.V.C. 22651 (L)”
E. CONTRACTOR’S NAME AND CONTACT PHONE NUMBER
First and last sign shall also be stenciled with the word “BEGIN” or “END” as appropriate to delineate the limits of the no parking area. Signs shall be place in twentyfive (25) feet intervals. The font size of the dates and times shall be at least three (3) times the font size of all other information on the sign.
Failure to comply with notification requirements will prevent Owner from towing vehicles parked in the proposed work area. Owner will not incur any additional costs due to vehicle removal or delays resulting from vehicles remaining in the project area.
Contractor shall notify the following Departments at least twenty-four (24) hours prior to the schedule closing or opening:
Belmont Public Works Department (650) 595-7425
Belmont Police Department (650) 595-7425
San Mateo Consolidate Fire Department (650) 522-7900
U.S. Post Office, City of Belmont (650) 595-7400
Contractor must notify Mid-Peninsula Water District (MPWD) for valve shutoff seventy-two (72) hours in advance, otherwise, Contractor shall pay for emergency shut-off. Valves to be shut off in phases approved by MPWD.
If for any reason the work is delayed or rescheduled after the required notifications have been issued, the Contractor shall re-date the signs affected, notify residents and 444
Technical Specifications 8 2026 Pavement Rehabiliation Project businesses of the change via a new “door knob” notice, and re-contact the local services and agencies. If the work is delayed more than five (5) calendar days, the Contractor shall remove the signs and place re-dated signs two working days (four calendar days prior to work beginning on a Monday or Tuesday) in advance of the work TS 2-2.01 Special Instructions for Haul Routes
All Haul Routes for the work shall be submitted to Owner for approval.
Contractor shall be responsible for developing specific detailed Traffic Control and Maintenance Plans for these circumstances.
TS 2-3 MEASUREMENT AND PAYMENT
The contract lump sum price paid for “Mobilization” will include all costs associated with insurance, bonds, required permits and fees, shop drawings, mobilization, demobilization, preparation of the Project schedule, notifications, the Project phasing, supervision, coordination of concurrent work with other Contractors, meetings, and "asbuilt" plans required to perform the work indicated in the Plans and Specifications.
Price for mobilization will not exceed six and a half percent (6.5%) of the total bid items, exclusive of the cost for Mobilization.
Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Mobilization will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed. b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to seventy-five percent (75%) of the total amount bid for Mobilization. c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Mobilization paid to ninety percent (90%) of the total amount bid for Mobilization.
d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Mobilization will be included in the estimate for payment.
The Contract lump sum price paid for “Mobilization” shall include full compensation for furnishing all labor, supervision, materials, tools, equipment and incidentals, and for all the work involved in mobilization, including, but not limited to, furnishing all specified contract bonds and insurance certificates, required project forms, public notification, transporting equipment, establishing a storage area, sanitary restroom facilities, and all other work as specified in the Caltrans Standard Specifications Section 7 and these Special Provisions and as direct by the Engineer. No Additional compensation will be allowed therefore. This item shall also include all costs necessary to demobilize at the 445
Technical Specifications 9 2026 Pavement Rehabiliation Project conclusion of all work. This item may be paid in installments as determined by the Engineer.
TS 3 TRAFFIC CONTROL
TS 3-1 GENERAL
TS 3-1.01 Summary
All traffic control shall be provided by the Contractor.
Work to be performed under this section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to maintain and control all pedestrian and vehicular traffic through the work site. In addition, this work shall include all work as outlined in Section 12, “Temporary Traffic Control,” of the Standard Specifications and these Special Provisions.
Traffic control shall conform to the latest edition of “California Manual on Uniform Traffic Control Devices” issued by Caltrans, or State Standard Plan T13, “Traffic Control System for Lane Closure on Two Lane Conventional Highways.” Contractor shall have at the work site a copy of the California Manual on Uniform Traffic Control Devices (CA MUTCD), latest edition, and shall comply with its provisions.
The Contractor shall fulfill the requirements of this section, twenty-four (24) hours per day, seven (7) days a week, including holidays, from the time the Notice to Proceed is issued until the project is formally accepted.
Any deviation in traffic control from the references mentioned above will not be allowed unless advance written approval is granted by the Engineer.
Attention is directed to Sections 7-1.03, "Public Convenience", 7-1.04, "Public Safety", and 12, "Temporary Traffic Control", of the Standard Specifications. Nothing in these Special Provisions shall be construed as relieving the Contractor from his/her responsibility as provided in said Section 7-1.04, “Public Safety.” Minor deviations from the traffic requirements of this section, which do not significantly change the cost of the work, may be permitted upon the written request of the Contractor, if in the opinion of the Engineer public traffic will be better served and work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.
Traffic control shall be coordinated for the minimum inconvenience and maximum safety of the public during the construction period. The Contractor shall bear full responsibility for maintaining traffic control during the construction period.
Contractor shall provide all markers, signs, delineators, barricades, portable flashing beacons, flaggers, etc. necessary to ensure the safe passage of traffic through the work zone.
446
Technical Specifications 10 2026 Pavement Rehabiliation Project Where work reduces street width, the Contractor shall provide flaggers to guide traffic.
Flaggers and all personnel working near traffic shall wear CAL OSHA-approved safety clothing and equipment. Flaggers shall guide traffic with an appropriate stop/slow sign.
At no time shall any roadway that is to be repaired as part of this project be completely closed to traffic, pedestrian or vehicular, unless approved by Owner. If the closing or opening (either partial or full) of a street within the Project limits is approved by Engineer, Contractor shall notify Engineer assigned to the Project and local authorities at least three (3) working days prior to the scheduled closing or opening.
Conflicting existing pavement markings shall be removed by sandblasting. Conflicting raised pavement markers shall also be removed. Removal of conflicting markings and markers shall be performed at no additional cost to Owner.
Temporary traffic markings shall be spaced at a maximum of twenty-four (24) feet apart.
All traffic signs shall be reflectorized and shall conform to Owner's specifications.
Installation shall conform to the Standard Plans and CA MUTCD.
TS 3-1.02 Property Access
Property access shall be maintained to all residents and businesses at all times unless otherwise approved by the City. Upon approval by the City, access to certain properties may be temporarily closed if the resident and/or property owner agrees to the closure.
TS 3-1.03 Lane Closures
At no time shall any roadway that is to be repaired as part of this project be completely closed to traffic, pedestrian or vehicular, unless approved by Owner. The Contractor shall maintain a minimum of one (1) lane of traffic open at all times in accordance with the hours of work specified in Sections TS 3-1.03A and TS 3-1.03B.
TS 3-1.03A Residential Roadways
The minimum width of a traffic lane shall be ten (10) feet. Flashing Arrow Boards shall be required for all lane closures as directed by Engineer. Lane closures are restricted to between the hours of 8:00 a.m. and 5:00 p.m., and 9:00 a.m. to 3:30 p.m. on any roadway with an in-session school.
TS 3-1.03B Arterial and Collector Roadways
The Contractor shall maintain a minimum of one (1) lane of traffic in each direction at all times. The minimum width of a traffic lane shall be twelve (12) feet. Flashing Arrow Boards shall be required for all lane closures on collector and arterial roadways. Lane closures are restricted to between the hours of 9:00 a.m. and 3:30 p.m. 447
Technical Specifications 11 2026 Pavement Rehabiliation Project TS 3-1.04 Traffic Control and Maintenance Plan
Two (2) Weeks prior to the Pre-Construction Meeting, Contractor shall submit to Engineer for review a detailed Traffic Control and Maintenance Plan for the various affected work sites or streets. Traffic Control and Maintenance Plans shall be in accordance with Section 12, “Temporary Traffic Control,” of the Standard Specifications.
No work may commence in any area until the Traffic Control and Maintenance Plan has been approved by Owner Traffic Engineer.
Soft closures shall be avoided at all costs; however, if a soft closure is required and approved by Owner, Contractor shall install all traffic control per the WATCH manual.
Road detours shall be the sole responsibility of Contractor for all work, including that of Subcontractors.
Crew assigned for traffic control shall only be on traffic control duty and cannot perform other types of work. For work on arterials, Contractor shall provide a third-party company for traffic control support at no additional cost if Engineer deems the requirements of the approved Traffic Control and Maintenance Plan and/or Owner are not being met.
TS 3-1.05 Construction Signing
Construction signing shall consist of furnishing, installing, maintaining, and removing construction signs, temporary guide markers, and barricades. Construction signing shall meet the requirements set forth in the CA MUTCD, the latest edition, and these Special Provisions.
Flagmen shall be required to direct traffic during construction. In addition, after bituminous materials are applied, pilot cars may be required, as directed by Engineer, to control traffic to a speed below twenty (20) mph to ensure traffic safety.
TS 3-1.06 Traffic Maintenance
Contractor shall be responsible for the safety of vehicular and pedestrian traffic in accordance with these Special Provisions. Vehicular traffic shall be maintained at all times to all businesses and residences.
Contractor shall provide a knowledgeable, full-time, on site individual (herein referred to as Truck Boss), whose sole task is controlling construction truck traffic during paving and grinding operations. Truck Boss shall ensure that trucks do not enter the work area until the proper time, as required by the paving and grinding crew. Furthermore, Truck Boss shall report the presence of any tracked material from the work area to Engineer for immediate cleanup by Contractor.
Contractor shall notify Engineer of their intention to begin work at least three (3) working days before starting any work at each street location and before each phase of work is to be done. Contractor shall cooperate with Engineer relative to handling traffic through the areas and shall make arrangements relative to keeping the working area clear of parked vehicles and clear access to driveways. For towing vehicles parked within construction no parking zones, Contractor shall contact Belmont Police Department at (650) 595-7400.
448
Technical Specifications 12 2026 Pavement Rehabiliation Project At intersections, if a cross street needs to be temporarily closed when work is in progress through the intersection, and the anticipated traffic delay is more than five (5) minutes, a detour shall be installed and shall include the installation of advance signing, displaying the anticipated delay time. Detour and signing will be reviewed and approved by Engineer prior to the work being done.
Contractor’s equipment and personal vehicles of Contractor’s employees shall not be parked on the traveled way nor on any street where traffic is restricted at any time. If construction equipment is parked in the parking lanes overnight, barricades and other suitable warning devices shall be required. Overnight storage of equipment on any Owner’s streets must be approved by Owner prior to the end of the shift.
TS 3-1.07 Day Work
Contractor shall coordinate working hours with Engineer. Working lane widths shall be approved by Owner. Striping and other low-noise activities may be allowed during night work. Working hours are subject to change depending on the impact on the general public and coordination with adjacent projects. Day work hours of paving operation shall be from 8:00 a.m. to 4:30 p.m. Contractor shall only grind and place temporary striping that can be completed and open to traffic by 5:00 p.m. Flagmen shall be provided continuously at affected intersections as well as at the beginning and end of restricted traffic control areas. All flagmen and foremen shall be in radio contact with each other to coordinate work and provide a safe work zone.
TS 3-1.08 Night Work
Night Work will not be allowed.
TS 3-1.09 Special Instructions for School Zones
Contractor shall make every effort to complete work within school zones during breaks in the school schedule when classes are not in session. This includes any work within 1,000 feet of a school, roadways leading directly to a school, or streets having a school.
Contractor shall notify school districts and coordinate work so as to maximize safety and minimize inconvenience, as well as obtain school schedules and confirm pick-up and drop-off times. This includes any work within one thousand (1,000) feet of a school, roadways leading directly to a school, or streets having a school. If possible, such work shall be scheduled after school is released for a summer session. Unless authorized by City, work in school zones shall be prohibited from 7:00 a.m. to 9:00 a.m. and from 2:00 p.m. to 4:00 p.m. on weekdays when school is in session. Work is prohibited in school zones during the first week of school.
Contractor shall coordinate with the following school districts at least forty-eight (48) hours prior to the scheduled closing or opening of streets.
Belmont-Redwood Shores Elementary School District (650) 637-4800 Charles Armstrong School (650) 592-7570
449
Technical Specifications 13 2026 Pavement Rehabiliation Project TS 3-1.10 Special Instructions for Bus Routes
Contractor shall notify the Transit Division at least one (1) week prior to the scheduled closing or opening of streets or impact to any bus stops.
TS 3-1.11 Portable Delineators
Portable delineators shall be either cones or tubular markers, and shall comply with Subsection 12-3.04, “Portable Delineators,” of the Standard Specifications.
Delineators to be used at night or in low-light conditions shall be reflectorized. Minimum height of either cones or tubular markers shall be thirty-seven (37) inches above the road surface.
All portable delineators shall comply with the current version of the Caltrans Traffic Manual.
Portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed fifty (50) feet on tangents or twenty-five (25) feet on curves.
TS 3-1.12 Restrictions On Closure of Traffic Lanes
All streets shall be open for use by public traffic on Saturday, Sunday, any day designated by Owner as a legal holiday, on the day preceding a designated legal holiday, after 3 p.m. on Fridays (except for planned night work), and when construction operations are not actively in progress on working days. During daily construction operations, there may be certain a.m. and p.m. peak traffic hours that may require Contractor to alter and/or modify the construction schedule to complete the work so as to have the least impact on public convenience, if determined by Engineer.
Contractor Representative shall ensure that the public does not drive into road closure areas.
TS 3-2 MEASUREMENT AND PAYMENT
The contract lump sum price paid for “Traffic Control” will include full compensation for furnishing all labor, materials, tools, equipment, transportation, and incidentals and for doing all work involved in maintaining and controlling traffic, complete in place, including changeable message signs, as specified in the Standard Specifications and these Special Provisions.
Payment will be made as follows:
a. Fifty percent (50%) of the total amount bid for Maintaining and Controlling Traffic will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed.
b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and 450
Technical Specifications 14 2026 Pavement Rehabiliation Project Controlling Traffic paid to seventy-five percent (75%) of the total amount bid for Maintaining and Controlling Traffic.
c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Maintaining and Controlling Traffic paid to ninety percent (90%) of the total amount bid for Maintaining and Controlling Traffic.
d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Maintaining and Controlling Traffic will be included in the estimate for payment.
TS 4 WATER POLLUTION CONTROL
TS 4-1 GENERAL
TS 4-1.01 Summary
“Water Pollution Control Plan” shall conform to Section 13-2, “Water Pollution Control Program” of the Standard Specifications. Work shall include all labor, materials, equipment, submittals and testing necessary to comply with the Standard Specifications.
The Contractor shall comply with all air pollution, water quality, and other environmental control rules, regulations, ordinances and statutes as apply to the project and the executing of the work performed pursuant to the Contract.
The Contractor shall implement construction site best management practices for the control of non-storm water and point discharges, erosion and sediment control.
A Water Pollution Control Plan (WPCP) shall be required for the project. The WCPC shall:
1. Show the locations and types of water pollution control practices that will be used for stormwater and non-stormwater in areas outside the job site but related to work activities, including staging areas, storage yards, and access roads.
2. Show the locations and types of temporary water pollution control practices that will be used in the work for each construction phase.
The Contractor shall be required to implement temporary construction site best management practices (BMP's) in accordance with the Construction Site Best Management Practices (BMP) Manual and BMP Field Manual and Troubleshooting Guide issued by the State of California, Department of Transportation. Construction site BMP documents can be found at https://dot.ca.gov/programs/construction/storm-waterand-water-pollution-control/manuals-and-handbooks. The temporary construction site best management practices required for this Contract shall include, but are not limited to:
451
Technical Specifications 15 2026 Pavement Rehabiliation Project
1. Stockpile Management: Implement BMP's, as appropriate, for soil stabilization and sediment control as applicable to stockpile of various materials.
2. Mobile Operations: Implement BMP's, as appropriate, for the control of equipment fueling and maintenance, concrete mixing and wash out, hauling and storage of materials. BMP's shall control the specific situations that mobile operations can create.
3. Wind Erosion Controls: Implement BMP's, as appropriate, for all disturbed soils on the project site that are subject to wind erosion when wind and dry conditions exist.
4. Tracking Controls: Implement BMP's, as appropriate, for the control of sediments and debris from the collection system.
5. Non-Storm Water and Waste Management and Materials Pollution Controls:
Implement BMP's, as appropriate, to control the discharge of materials other than storm water to the storm water collection system.
TS 4-1.02 Submittals
The Contractor shall submit one (1) electronic copy of the WPCP a minimum of 10 working days prior to beginning construction. Construction shall not begin until the WPCP is approved.
TS 4-2 CONSTRUCTION
TS 4-2.01 General
The Contractor shall continuously provide at the job site all of the tools, equipment, and materials necessary to implement the WPCP. This requirement shall be enforced at all times from project initiation through completion, including any punch list or warranty work on the project.
TS 4-2.02 Protection of Existing Storm Water System
As the first order of work, the Contractor shall protect the existing storm water system from entrance of particulates and pollutants. Such protection shall include implementing the Best Management Practices (BMP) as outlined in the WPCP.
In addition to the Best Management Practices outlined in the local governing jurisdiction’s plans, the protection system shall have a minimum of three (3) features:
1. A particulate filter of geosynthetic material securely fastened in place such that it cannot be bypassed without significant physical damage,
2. A pre-filter for the particulate filter, and
3. On-hand materials to close off an inlet or opening in the case of a significant pollution spill.
TS 4-2.03 Material Storage Areas
All material and/or equipment storage areas where liquid construction materials are kept, including but not limited to asphalt emulsions, paving oils, and seal coat materials, shall be protected by a physical barrier capable of containing the entire volume of stored liquid materials. During active construction activities, portions of the barrier may be 452
Technical Specifications 16 2026 Pavement Rehabiliation Project removed for access. However, the barrier materials must be readily accessible for replacement by on-site construction personnel. The barrier must be in place at all times when construction personnel are absent from the storage site.
TS 4-2.04 System Inspection and Maintenance
To ensure the proper implementation and functioning of BMPs, the Contractor shall regularly inspect and maintain the construction site for the BMPs identified in the BMP Plan. The Contractor shall identify corrective actions and time needed to address any deficient measures or reinitiate any BMPs that have been discontinued. All repair and correction shall begin within 72-hours of notice or before the next storm forecasted with 50% or greater chance whichever is sooner.
Inspections of the construction site shall be conducted by the Contractor to evaluate BMPs, as follows:
1. Within 48-hours of a NOAA forecasted storm event of 50% or more.
2. Weekly
3. Every 24-hours during an on-going storm.
If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified BMP, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the Contractor and approved by the Engineer in writing, but not later than 72-hours after notice or before the next storm forecasted with 50% or greater chance whichever is sooner. The correction of deficiencies shall be at no additional cost to the City.
The Contractor shall provide a monitoring log of each inspection.
TS 4-2.05 Non-Storm Spills or Pollution
The WPCP shall address practices for the cleanup of spilled or leaked pollutants such as hydraulic oil from damaged or leaking equipment. The plan shall include readily available equipment and materials to contain and absorb the pollutants, collection of these materials, and disposal of the materials to an approved disposal facility. The plan shall include ultimate disposal from the Contractor’s yard.
The Contractor shall keep a record of any spills on the daily inspection logs. In addition, at the end of the project, the Contractor must certify that all contaminated materials have been properly disposed of in accordance with the WPCP.
TS 4-3 MEASUREMENT AND PAYMENT
The contract lump sum price paid for “Water Pollution Control Program” will include but not be limited to all costs associated with installation, maintaining, removal of BMPs, and record keeping and reporting as required by the latest regulations. Payment will be made as follows:
453
Technical Specifications 17 2026 Pavement Rehabiliation Project a. Fifty percent (50%) of the total amount bid for Implement BMP Plan and Maintain BMPs will be paid with the first progress payment after at least five percent (5%) of the original contract amount for other items of work has been performed.
b. When at least ten percent (10%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to seventy-five percent (75%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
c. When at least twenty percent (20%) of the original contract amount for other items of work has been performed, an amount will be included in the next monthly progress payment to increase the total amount of Implement BMP Plan and Maintain BMPs paid to ninety percent (90%) of the total amount bid for Implement BMP Plan and Maintain BMPs.
d. Upon substantial completion, one hundred percent (100%) of the remaining contract price paid for Implement BMP Plan and Maintain BMPs will be included in the estimate for payment.
e. Owner Project Manager will retain an amount equal to 25% of the estimated value of the contract work performed during estimate periods in that Contractor fails to conform to the provisions in this section, "Water Pollution Control," as determined by Owner Environmental Specialist.
Owner Environmental Specialist will inspect the work areas weekly or as required, and the deficient item list will be issued if correction(s) is/are needed. Corrections shall be made within three (3) working days. Once the deficient item is corrected and approved by Owner Environmental Specialist, the withheld money will be released to Contractor.
TS 5 EXISTING FACILITIES
TS 5-1 GENERAL
TS 5-1.01 Summary
Existing Facilities shall conform to Section 5-1.36, “Property and Facility Preservation,” Section 5-1.36C, “Nonhighway Facilities,” and Section 15, "Existing Facilities," of the Standard Specifications and these Technical Specifications.
TS 5-1.02 Obstructions
The Contractor's attention is directed to the existence of certain underground facilities which may require that special precautions be taken by the Contractor to protect the health, safety and welfare of workmen and of the public. Facilities requiring special precautions include, but are not limited to: conductors of petroleum products, oxygen, chlorine, and toxic or flammable gases; natural gas in pipelines greater than 6 inches in diameter or pipelines operating at pressures greater than 60 psi (gage); underground electric supply system conductors or cables either directly buried or in duct or conduit which do not have concentric neutral conductors or other effectively ground metal 454
Technical Specifications 18 2026 Pavement Rehabiliation Project shields or sheaths; and underground electrical conductors with potential to ground more than 300 volts. The Contractor shall notify the Engineer at least forty-eight (48) hours prior to performing any work in the vicinity of such facilities.
The Contractor shall call USA at 811 to mark the locations of all underground utilities at least seventy-two (72) hours before the intended start of excavation. The Contractor shall remove all project USA markings, Engineer markings, and Survey markings, prior to project completion.
Any damage to any utility due to the Contractor's operations shall be repaired or replaced by the Contractor to the satisfaction of the Engineer. Contractor shall use extra caution prior to excavating where utility lateral locations are not known and shall repair property damage caused by damage to any utility.
TS 5-1.03 Delays
The Contractor shall receive no additional compensation for delays or inconvenience caused by utility relocations and/or adjustments. The delay caused by these relocations and/or adjustments shall not count towards the Contractor’s “working days.” TS 5-1.04 Survey Monuments
Existing survey monuments shall be preserved, referenced or replaced pursuant to the requirements of State of California Streets and Highways Code Sections 732.5, 1492.5, and 1810.5 and Business and Professions Code Section 8771 and the following:
The Contractor shall not disturb permanent survey monuments or bench marks without consent of the Engineer. The Contractor shall bear the expense of replacing any monument or benchmark that may be disturbed without permission. Replacement shall be done only with the direction of and in the presence of the Engineer.
Should the Contractor during the course of construction encounter a survey monument or bench mark not shown on the plans for the work, they shall promptly notify the Engineer in writing so that the monument or bench mark may be referenced accordingly, properly referenced, preserved, and/or restored.
TS 5-1.05 Protect Existing Facilities to Remain
The Contractor shall be responsible for the protection of public and private property adjacent to the work and shall exercise due caution to avoid damage to such property.
The Contractor shall immediately repair or replace all existing improvements within the right-of-way which are not designated for removal, but that are damaged or removed as a result of its operations at his/her sole expense and to the satisfaction of the City representative. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. The Contractor shall immediately notify the appropriate owner of the improvement or facility and the City representative of any damage as a result of his/her operations to existing improvements or facilities. If the improvement belongs to a private residence and the property owner or 455
Technical Specifications 19 2026 Pavement Rehabiliation Project occupant is not at home, such notification shall be attached to the front door of the property.
TS 5-1.06 Removals
The Contractor shall remove and dispose of existing portland cement concrete curb, gutter, sidewalk, and driveway at the locations shown on the Plans. When curb and gutter and/or roadway pavement are removed, the Contractor shall immediately place portable delineators along the edge of the pavement. Portable delineators shall be 36- inch minimum height, orange with white reflectors. The delineators shall be maintained by the Contractor until new curb and gutter are placed. All materials removed shall be legally disposed of in accordance with Section 7-1.04, “Public Safety,” of the Standard Specifications.
Existing concrete to be removed shall be sawcut at the nearest joint or score line, unless otherwise directed by the Engineer. Any existing concrete damaged by reason of the Contractor’s operations outside this limit shall be repaired at the Contractor’s expense. The repair shall be made by removing and replacing the entire portion between weakened plane joints or score lines.
The Contractor shall remove thermoplastic stripes and legends within the limits of work shown on the Plans. All materials removed shall be disposed of in accordance with Section 17-2.03D, “Disposal of Materials,” of the Standard Specifications.
The Contractor’s attention is directed to the State Health and Safety and CAL-OSHA regulations and requirements regarding the removal, handling and disposal of yellow thermoplastic and painted traffic striping and pavement markings. The Contractor is responsible for any additional requirements necessary to comply with the regulations.
Where grinding or other methods approved by the Engineer are used to remove yellow thermoplastic and yellow painted traffic striping and pavement marking, the removed residue, including dust, shall be contained and collected immediately. Sweeping equipment shall not be used. Collection shall be by a high efficiency particulate air (HEPA) filter equipped vacuum attachment operated concurrently with the removal operations or other equally effective methods approved by the Engineer.
Nothing in these Special Provisions shall relieve the Contractor of the Contractor’s responsibility as specified in Section 7-1.04, “Public Safety,” of the Standard Specifications.
TS 5-1.07 Restore Existing Irrigation System And Landscaping Any irrigation system and/or landscaping damaged during the installation of curb, gutter, sidewalk and curb ramps shall be replaced in kind by the Contractor.
The Contractor’s attention is directed to the existence of private irrigation facilities not shown on the Plans. It is anticipated that some of these facilities will be in conflict with the proposed improvements or may be damaged during construction. 456
Technical Specifications 20 2026 Pavement Rehabiliation Project Existing turf may be carefully removed and restored following site grading. Turf may be replaced as long as new sod is of the same species as the existing. Contractor shall submit a sample to the Engineer for approval prior to installation.
The irrigation system in conflict with the new sidewalk and curb ramps shall be repaired and/or relocated to clear the new sidewalk and curb ramp construction. The Contractor shall coordinate replacement/relocation of the irrigation system with the property owners before and after construction of new sidewalks and curb ramps. The Contractor shall remain responsible for irrigating the landscape area until the irrigation system is fully functional. Contractor shall arrange with property owners to confirm all damaged irrigation system is repaired and fully functional. Irrigation and/or sprinklers damaged by the contractor’s construction activity shall be restored within 48 hours.
TS 5-2 MEASUREMENT AND PAYMENT
Full compensation for Existing Facilities shall be considered as included in the contract prices paid for the various bid items of work involved and no additional compensation will be allowed therefore.
TS 6 TRIMMING, CLEARING, AND GRUBBING
TS 6-1 GENERAL
Work shall conform to Section 17-2, “Clearing and Grubbing,” of the Standard Specifications and shall consist of removal and disposal of all objectionable material from the work site, including existing weeds, brush, shrubs, trees, stumps, concrete, masonry, other unsuitable material, and obstructions interfering with the new construction. Limits of work shall be of sufficient area and depth to complete the work as shown on the Plans.
Trimming, clearing, and grubbing shall be performed in advance of any other grading or construction operations. Area to be cleared and grubbed shall be within the Project area. Contractor shall not store or permit debris to accumulate on site. If Contractor fails to remove excess debris promptly, Owner reserves the right to cause removal at Contractor’s expense.
Residue from cutting operations will not be permitted to flow into storm drains or across lanes occupied by traffic and shall be removed from the pavement surface concurrent with the cutting operations.
TS 6-2 CONSTRUCTION
TS 6-2.01 General
Clear and grub construction areas on the job site where facilities are shown to be constructed, per Subsection 17-2.03 “Construction,” of the Standard Specifications. Clear and grub before performing earthwork in an area.
457
Technical Specifications 21 2026 Pavement Rehabiliation Project TS 6-2.02 Preservation of Property
Contractor’s attention is directed to Standard Specifications Section 5-1.36, “Property and Facility Preservation.” Protect existing improvements to remain in place including landscaping, hardscaping, utilities, vegetation, irrigation, curbs, paving and drainage facilities. Repair, replace, or restore any damaged items as required and directed.
All existing private improvements, such as irrigation, landscaping, etc., that conflict with the new improvements shall be removed and restored to original or better condition in new locations as approved in advance by the Engineer.
TS 6-2.03 Removal and Disposal of Materials
All material removed, unless designated to be salvaged, shall become property of the Contractor and shall be disposed of outside City's right-of-way in accordance with Standard Specifications Section 17-2.03D, “Disposal of Materials.” TS 6-2.04 Trimming Vegetation and Tree Protection
This project includes work on streets with mature trees, shrubs and vegetation adjacent to the proposed work. In some locations, the tree canopy and other vegetation may extend over the roadway. It is the responsibility of the Contractor to conduct his/her operations around said tree canopy and other vegetation such that the work is accomplished without damage to trees and other vegetation.
In situations where it is not feasible to perform such work without damage to trees and other vegetation, the Contractor shall remove all branches which hang within 13-1/2 feet above finished roadway grade. Vegetation shall be trimmed a minimum of 12 inches beyond the edge of pavement and all other work limits, or only as necessary to complete the work.
The Contractor shall notify the City 48 hours in advance of any trimming operations so that the City arborist can be on site to inspect the operation.
TS 6-3 MEASUREMENT AND PAYMENT
The contract unit price paid per lump sum for “Trimming, Clearing, and Grubbing” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in trimming clearing, and grubbing vegetation from City right-of-way, and clean-up, as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer. Work will include all incidentals, and no additional payment will be allowed, therefor.
TS 7 CONSTRUCTION SURVEYS
TS 7-1 GENERAL
Contractor shall be responsible for hiring a licensed land surveyor to provide all surveys to control the lines, elevations, and dimensions of the work in conformance with the Plans. Any deviation from the lines, elevations, and dimensions shown on the Plans must receive prior approval from Engineer. Where new construction connects to existing 458
Technical Specifications 22 2026 Pavement Rehabiliation Project facilities, Contractor shall check and establish the exact location prior to construction of the facility.
All stakes or marks shall be provided by Contractor as necessary to establish the lines and grades required for the completion of the work specified in the Standard Specifications, on the Plans, and in these Special Provisions.
Contractor shall be responsible for the accuracy of their own layout work and shall be responsible and liable for the preservation of all established lines, grades, and layout points. Stakes damaged or destroyed by the public or operations of Contractor shall be replaced at Contractor’s expense.
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items, and no additional compensation will be allowed, therefor.
TS 7-2 MEASUREMENT AND PAYMENT
Full compensation for Construction Surveys shall be considered as included in the contract prices paid for the various bid items of work involved and no additional compensation will be allowed therefore.
TS 8 FINAL INSPECTION AND PUNCH LIST
TS 8-1 GENERAL
When the work has been completed, Engineer will make the final inspection and final project walk-through with Contractor. Engineer will create a punch list of deficient items that shall be corrected by Contractor. Engineer reserves the right to add items to the Project’s punch list as deemed necessary. All punch list items shall be completed within five (5) working days of notice to Contractor. Punch list items shall be accounted for in the Project construction schedule within the Project working days. Contractor shall not be granted additional working days for the completion of the punch list items.
TS 9 CONSTRUCTION AS-BUILT DRAWINGS
TS 9-1 GENERAL
Contractor shall maintain a complete and accurate record of all changes of construction from that shown in the Plans and Specifications for providing a basis for construction as-built drawings. These drawings must be maintained on site during the course of construction and updated monthly, at minimum.
Contractor shall use a job set of contract drawings, clearly labeled “Construction AsBuilt Drawings,” to record all changes in construction. Job set of as-built drawings shall be completely, accurately, and legibly marked in red ink to record actual construction.
Additional copies of prints shall be used, if necessary, to ensure legible recording of data and date all entries. Attention shall be called to the entry by drawing a “cloud” around the area affected. In case of overlapping changes, different colors shall be used for each change. Consistent color coding shall be maintained throughout the drawings. 459
Technical Specifications 23 2026 Pavement Rehabiliation Project Contractor shall submit a full-size copy of the updated construction as-built drawings in progress with each progress payment to document the status of the drawings. Progress payments may not be processed until acceptable drawings are submitted. Contractor shall submit a complete set of original construction as-built drawings to Engineer ten (10) days after final inspection, along with a letter declaring that other than these noted changes on the as-built drawings, “the Project was constructed in conformance with the Contract Documents.” Contractor must provide this set of as-built drawings and letter prior to processing of the final pay estimate.
TS 9-2 MEASUREMENT AND PAYMENT
Full compensation for recording construction changes and furnishing the Construction As-Built Drawings is considered included in the prices paid for the various bid items of work, and no additional compensation will be allowed, therefor.
TS 10 HOT MIX ASPHALT (HMA)
TS 10-1 GENERAL
TS 10-1.01 Summary
Work to be performed under Hot Mix Asphalt (HMA) includes all labor, materials, tools, equipment, transportation, and incidentals necessary to produce and place hot mix asphalt (HMA) base, intermediate, and surface courses, and speed tables using the Method Process as indicated in these Special Provisions. Contractor shall comply with Section 39, “Hot Mix Asphalt,” of the 2010 Standard Specification (Unrevised Edition) except as modified in these Special Provisions.
TS 10-1.02 Submittals
Contractor shall submit Job Mix Formula (JMF) information on Form CEM-3511 and Form CEM-3512. Contractor shall submit CEM-3513 or CEM-3514 for mixes that have been verified within the last twelve (12) months. Contractor shall provide the most recent CEM-3513 if mix has not been verified within the last twelve (12) months. For unverified mixes or out of date mix tests, final acceptance will be based on production startup tests and Contractor shall be paving at their own risk.
Contractor shall submit a Quality Control Plan that conforms to the current Caltrans Quality Control Plan Review Checklist for Hot Mix Asphalt. Contractor shall allow twenty (20) calendar days for review by Engineer.
Contractor shall submit all quality control field test results daily and laboratory test results within five (5) calendar days of sampling.
TS 10-1.03 Contractor Quality Control
HMA will be verified by Engineer prior to placement on work site. If agreed to by Contractor and Engineer, the production start-up may be used for verification. If the production start-up is used for verification, Engineer may require removal and replacement of the HMA, at their discretion, in the event of verification failure. 460
Technical Specifications 24 2026 Pavement Rehabiliation Project Contractor shall have a Quality Control Inspector present with a thin lift nuclear gauge actively monitoring compaction throughout the shift for all paving operations where compaction is an acceptance criterion. Quality Control Inspector shall be devoted to that purpose and shall not have another role on the paving crew.
Contractor quality control testing is required. However, if Contractor fails to submit quality control results to Engineer within seventy-two (72) hours of HMA placement, Contractor waves all rights to dispute Engineer’s results. In the event of asphalt binder or Hamburg wheel track testing by Engineer, Contractor has five (5) days to submit their test results from the time Engineer informs Contractor that he is performing testing or Contractor waves the right to dispute Engineer’s results.
Engineer will test for conformance with aggregate quality characteristics at the beginning of the project.
Engineer will test air void content, Hveem stability, and maximum specific gravity (Rice Gravity) a minimum of once per day
Engineer may sample HMA from truck beds at the plant, from the hopper of the paving machine, and/or from the mat behind the paver at the discretion of Engineer. Contractor shall facilitate the sampling process.
TS 10-1.04 Engineer’s Acceptance
TS 10-1.04A General
Owner shall be notified forty-eight (48) hours prior to scheduling pavement placement so that Quality Assurance personnel can be scheduled.
TS 10-1.04B Materials Acceptance
Engineer will monitor Contractor’s work for conformance to these Standard Provisions.
In addition, Engineer will collect HMA samples and verify the mix.
Engineer may withhold acceptance in the event of any failing test result until Contractor has addressed the failing material to Engineer’s satisfaction.
TS 10-1.04C Compaction Acceptance
Sublots to determine compaction testing shall be based on the following:
• Each 750 tons, or part thereof, placed on an individual street in a paving day. If over 750 tons are placed in a single paving day on an individual street, up to 150 tons over 750 tons can be moved in to the previous 750- ton sublot.
• If multiple streets are paved in a day, each street shall be considered its own sublot with multiple sublots on streets where greater than 750 tons are placed.
Density testing shall be required on all layers that are at least 1.75 inches in thickness unless Engineer determines area is not suitable for traditional compaction methods. 461
Technical Specifications 25 2026 Pavement Rehabiliation Project In-place density shall be between 92.0% and 97.0% of maximum theoretical specific (RICE) gravity using a nuclear gauge. At Engineer’s discretion, compaction testing may be performed using a nuclear gauge. Gauge compaction testing shall be performed in accordance with CTM 375. Final compaction shall be based on the average nuclear gauge results for the sublot. The nuclear gauge shall be core correlated the first day of paving using as many cores as Engineer deems appropriate.
If nuclear gauge compaction testing results are failing, Contractor can request coring to verify the results. Three (3) cores will be sampled for each sublot and the average of the three cores for each sublot will determine density. Core locations will be determined using random sampling charts in CTM 375. Engineer will mark the core locations.
Cores may be taken up to five (5) calendar days after placement and may be four (4) or six (6) inches in diameter. Engineer will provide results within three (3) working days of receiving the cores.
Passing cores will be paid for by Owner. Failing cores shall be paid for by Contractor. If core density produces both passing and failing cores, cost will be prorated between Contractor and Owner.
For the percent of maximum theoretical density, the following table shall apply to deductions for average compaction of a sublot:
462
Technical Specifications 26 2026 Pavement Rehabiliation Project Reduced Payment Factors for Percent of Maximum
Theoretical Density
HMA Type A
Percent of
Maximum
Theoretical
Density
Reduced
Payment Factor
HMA Type A
Percent of
Maximum
Theoretical
Density
Reduced
Payment Factor
92.0 0.0000 97.0 0.0000
91.9 0.0125 97.1 0.0125
91.8 0.0250 97.2 0.0250
91.7 0.0375 97.3 0.0375
91.6 0.0500 97.4 0.0500
91.5 0.0625 97.5 0.0625
91.4 0.0750 97.6 0.0750
91.3 0.0875 97.7 0.0875
91.2 0.1000 97.8 0.1000
91.1 0.1125 97.9 0.1125
91.0 0.1250 98.0 0.1250
90.9 0.1375 98.1 0.1375
90.8 0.1500 98.2 0.1500
90.7 0.1625 98.3 0.1625
90.6 0.1750 98.4 0.1750
90.5 0.1875 98.5 0.1875
90.4 0.2000 98.6 0.2000
90.3 0.2125 98.7 0.2125
90.2 0.2250 98.8 0.2250
90.1 0.2375 98.9 0.2375
90.0 0.2500 99.0 0.2500
< 90.0 Remove and
Replace > 99.0
Remove and
Replace
TS 10-2 MATERIALS
TS 10-2.01 General
TS 10-2.02 Mix Design
TS 10-2.02A General
Mix voids shall be targeted at 3.5%.
Allowable production range for mix voids shall be 2.0% to 5.0%.
Tensile Strength Ratio (TSR) shall be minimum 70 in accordance with CTM 371. If TSR results are not available, 1/2 percent liquid antistrip shall be added.
No Warm Mix Additive shall be allowed.
463
Technical Specifications 27 2026 Pavement Rehabiliation Project For Type A HMA mixtures using RAP, the maximum allowed binder replacement is 25.0 percent in the upper 0.2 foot exclusive of OGFC and 40.0 percent below. The binder replacement is calculated as a percentage of the approved JMF target asphalt binder content.
For RAP substitution of 15 percent or less, the grade of the virgin binder must be the specified grade of asphalt binder for Type A HMA.
For RAP substitution greater than 15 percent and not exceeding 25 percent, the grade of the virgin binder must be the specified grade of asphalt binder for Type A HMA with the upper and lower temperature classification reduced by 6 degrees C. Hamburg wheel track requirements are based on the grade of asphalt binder specified for Type A HMA.
TS 10-2.03 Asphalt Binder
Grade of asphalt binder mixed with aggregate for HMA (Type A) shall be as follows:
Base/Surface/Leveling Courses: PG 64-10
TS 10-2.04 Aggregate
Hot mix asphalt to be used shall be as follows unless modified by the Plans, these Special Provisions, or by Engineer:
Remove and Replace/Digouts: 1/2-inch Type A, or 3/4-inch Type A may be used if the lift thickness is greater than
0.20-foot
Surface Courses: 1/2-inch, Type A
Leveling Courses: 3/8-inch, Type A
TS 10-2.05 Delivery Tickets
Material delivery tickets shall be submitted daily. Each delivery ticket shall include information on the material type, binder type, oil content, and the mix design number.
Material delivered to the work site without such annotations will be subject to rejection.
TS 10-3 CONSTRUCTION
TS 10-3.01 General
Paving shall be performed so no longitudinal paving joints remain at the end of each day’s paving operation.
Use of material transfer vehicles (MTV) shall not be permitted on collector or residential roadways.
TS 10-3.02 Surface Preparation
Work shall consist of preparing existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing thermoplastic traffic markings and legends, controlling nuisance water, sweeping, 464
Technical Specifications 28 2026 Pavement Rehabiliation Project watering, and removing loose and broken pavement and foreign material as specified in the Standard Specifications, these Special Provisions, and as directed by Engineer.
All vertical edges to be paved against shall be tack coated. These include, but are not limited to, curb faces, gutter lips, swale edges, cross gutter edges, and pavement edges.
Tack coat shall be utilized and shall be either emulsified asphalt Grade RS-1, RS-1h, SS-1, or SS-1h conforming to Section 94, “Asphaltic Emulsions,” or paving grade asphalt conforming to Section 92, “Asphalt Binder.” For leveling, base, intermediate, and surface courses, the asphalt tack coat shall be placed with a calibrated distributor truck per Subsection 93-1.03C of the Standard Specifications, unless otherwise specified by Engineer or modified in these Special Provisions. Application temperature of the asphalt emulsion shall be 300°F minimum and 375°F maximum.
Cracks and voids shall be sealed prior to placing HMA. Cracks less than 1/2-inch in width shall be sealed with tack coat, while cracks and voids larger than 1/2-inch shall be tack coated and filled with HMA fines prior to placing HMA.
All cold joints, both longitudinal and transverse, shall be heated with a torch immediately prior to paving. Cold joints include previous passes placed more than three (3) hours prior. All cold joints shall be tack coated. Rolling shall be performed as indicated in the Standard Specifications, and these Special Provisions.
TS 10-3.03 Leveling, Transitions, and Hot Mix Asphalt (HMA) Fills A leveling course of variable thickness shall be placed and compacted prior to placing the surface course at locations where directed by the Engineer. Leveling course shall be used to correct pavement irregularities such as rutting, variable cross slope, or variable longitudinal slope. Where two overlays of different thickness abut at a longitudinal joint, Contractor shall add to the thinner section to match the thicker lift and provide a smooth transition and uniform cross-fall. Cold planing ridges or other rises in the pavement surface may be required by Engineer. Engineer will determine the exact limits and thickness of the leveling courses, hot mix asphalt fills, and transitions.
Contractor shall construct temporary pavement transitions at all transverse paving joints greater than one (1) inch prior to allowing traffic onto the paved surface. Temporary pavement transitions shall have a maximum slope of 20:1 or as approved by Engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. Temporary transitions shall be constructed of either cold mix or hot mix. Temporary transitions shall be required at driveways where drop off is more than one (1) inch.
Contractor shall continuously maintain the temporary pavement until final paving. Each temporary transition shall be inspected by Contractor and repaired as necessary to comply with these provisions at the end of each day, including weekends and holidays.
Failure to comply with these provisions will result in a liquidated damage of $250 per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety.
465
Technical Specifications 29 2026 Pavement Rehabiliation Project TS 10-3.04 Layout
Contractor shall layout and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines. Layout shall be made at least twenty-four (24) hours prior to paving. Layout will be approved by Engineer prior to paving.
If the striping is to remain unchanged, edges of the paving passes shall conform to existing lane edges.
In all cases where practical, each lane shall be paved in a single pass. In tapered transition areas, shoulder areas shall be paved first, then the through lane shall be paved immediately after the shoulder paving.
For paving that incorporates new quarter points or grade breaks due to keycuts or other conditions, Contractor shall provide equipment capable of adjusting to the new surface profile at the appropriate locations.
Contractor shall take sufficient measurements during laydown to ensure that the full design hot mix asphalt layer depth is provided at each quarter point, grade break., or transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work shall include milling out the new hot mix asphalt from the road edge to the centerline or nearest inside lane line and repaving. Minimum length of the milled and corrected area shall be fifty (50) feet.
TS 10-3.05 Tolerances
Finished HMA surface shall be flush with, to 1/4 inch (0.02 feet or 6 mm) above, the gutter lips. Finished pavement surface shall not be lower than the gutter lips.
Average pavement thickness shall be equal to the specified thickness for the project.
For total pavement thicknesses of less than four (4) inches, the minimum allowable thickness will be 1/4 inch less than that specified.
For total pavement thicknesses of four (4) inches or more, the minimum allowable thickness will be 1/2 inch less than that specified.
TS 10-3.06 Automatic Screed Control
For all mainline street or roadway paving with single lane lengths exceeding three hundred (300) feet, automatic screed controls shall be required. Automatic screed controls shall not be required for paving of parking lots, intersections, cul-de-sacs, alleyways, or other irregular areas.
In addition to the requirements in Subsection 39-1.10 and 39-1.11 of the Standard Specifications, HMA shall be placed with spreading equipment equipped with fully automatic screed and grade sensing controls that shall control the longitudinal grade of the screed. Automatic controls shall conform to and be operated in accordance with the provisions herein.
Unless approved otherwise, ski-type devices with a minimum length of thirty (30) feet shall be used to provide a reference for the grade sensor. Skis shall be constructed and 466
Technical Specifications 30 2026 Pavement Rehabiliation Project installed in such a manner that a reference to the average elevation of the existing pavement, along the length of the ski, is maintained at the sensor point. When placing surfacing adjacent to surfacing previously placed in conformance with these provisions, a joint matching shoe of adequate size and type to properly sense the grade of the previously placed mat may be used in lieu of 30-foot ski.
Ski shall be mounted at a location that shall provide an accurate reference for the surfacing being placed. This may require the ski to be mounted ahead of and inside the outer limits of the screed. Automatic cross-slope control may be accomplished by use of a ski and grade sensor on each side of the paving machine.
Automatic screed controls shall be installed in such a manner that the occasional manual adjustments necessary to maintain the attitude of the screed parallel to the underlying pavement are readily accomplished. Automatic screed controls shall be installed so that with little or no delay, use of the automatic controls can be discontinued, and the screed controlled by manual methods.
Should the automatic screed controls fail to operate properly during any day’s work, Contractor may manually control the spreading equipment for the remainder of that day, provided the quality of the work conforms to the requirements of Sections 39-1.11 and 39-1.12 of the 2010 Standard Specifications (Unrevised). Should the methods and equipment used for automatic control fail to result in the quality of work required by said Sections 39-1.11 and 39-1.12, the paving operations will be temporarily discontinued, and Contractor shall make the necessary changes to the equipment, or furnish other equipment conforming to the requirements herein, before paving is resumed.
If it is determined by Engineer that the existing grade and cross slope are too irregular for the automatic controls to provide the quality of work required, use of the automatic controls will be discontinued, and spreading equipment shall be adjusted by manual methods. Use of automatic controls shall resume when Engineer has determined that it is again practical and so orders.
TS 10-3.07 Rolling and Compacting
Rolling and compaction shall be performed as indicated in the Standard Specifications.
Roller water shall contain a soap type compound to prevent sticking of HMA material to the rollers. Soap type compound shall not damage HMA or impede the bonding of layers.
Breakdown rolling shall commence when HMA is placed. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line.
Number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of hot mix asphalt mixture drops below 140°F.
For leveling courses, breakdown rolling shall consist of three (3) coverages with an eight (8) to twelve (12)-ton pneumatic roller followed by a finishing coverage with a steel wheel roller. Rolling may begin with a single pass of a steel wheel roller until the pneumatic has sufficient opportunity to warm up to avoid tracking and picking up 467
Technical Specifications 31 2026 Pavement Rehabiliation Project material from the mat. Pneumatic roller tires shall be treated with a non-petroleumbased product to prevent pickup. Failure to successfully provide for breakdown rolling with the pneumatic roller after a reasonable warm up time will be cause for termination of paving activities until Contractor can provide equipment that shall perform without pickup.
Contractor shall have hand-compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand-compaction shall be performed concurrently with breakdown rolling. If for any reason hand-compaction falls behind breakdown rolling, further placement of hot mix asphalt shall be suspended until handcompaction is caught up. Hand-compaction includes vibraplates and hand tampers.
Hand torches shall be available for rework of areas that have cooled.
After compaction, surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any coarse or segregated areas shall be corrected immediately upon discovery. Failure to immediately address these areas shall cause suspension of HMA placement until the areas are satisfactorily addressed, unless otherwise allowed by Engineer.
TS 10-4 MEASUREMENTS AND PAYMENT
The contract unit prices paid per ton for “3/8” HMA Type A (PG 64-10)” and “1/2” HMA Type A (PG 64-10)” will be measured via material delivery tickets, minus any wasted or unused HMA material, and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in “Hot Mix Asphalt”, complete in place, including furnishing, placing and compacting Hot Mix Asphalt (HMA); Job Mix Formula (JMF) and Quality Control Plan (QCP) preparation; production and testing costs for HMA verification, quality control testing, and core densities; surface preparation; tack coat; constructing and removing temporary transitions; layout; and cleanup, as shown on the plans, as specified in the Standard Specification and these special provisions, and as directed by the Engineer.
Material delivery tickets (tags) shall be submitted daily by the Contractor to the City. The City does not pay for HMA tonnage when tags are missing and not provided to the City on the day the material is placed.
Section 9-1.06B, “Increases of More Than 25 Percent,” and Section 9-1.06C, “Decreases of More Than 25 Percent,” of the State Standards will not apply to the bid items related to hot mix asphalt (HMA).
TS 11 COLD PLANING (MILLING & KEYCUTS)
TS 11-1 GENERAL
TS 11-1.01 Summary
Cold planing shall comply with Subsection 39-3.04, “Cold Planing Asphalt Concrete Pavement,” of the Standard Specifications, and shall include all work necessary to remove existing asphalt and/or concrete pavement to a predetermined depth as 468
Technical Specifications 32 2026 Pavement Rehabiliation Project indicated on the Plans. Limits of cold planing will be determined by Engineer prior to construction.
Work includes, but is not limited to, removal of existing pavement adjacent to gutters, cross gutters, ends of overlays, equipment crossings, railroad crossings, and bridge approaches. Existing pavement surface on roadways to be milled prior to pavement inlay shall be cold planed as specified herein. Existing conditions may differ from the Plans and shall be verified by Contractor. Exposed surface may be used temporarily as a driving surface.
On roadways where existing pavement section is to be removed from pavement edge to pavement edge,
Core locations on the Plans are estimated. Existing conditions may differ from the information specified in the boring logs as shown on the plans.
TS 11-2 CONSTRUCTION
TS 11-2.01 General
Work shall consist of preparing the existing street surfaces prior to the commencement of paving. Such work shall include removing raised pavement markers, removing all thermoplastic, removing all painted traffic markings and legends, controlling nuisance water, sweeping, watering, and removing loose and broken asphalt and foreign material; and spraying and removal of weed growth as specified in the Standard Specifications and these Special Provisions, and as directed by Engineer.
Any roadway area that contains existing weed growth shall be treated with an Environmental Protection Agency (E.P.A.) approved herbicide composed of glyphosate and oryzalin, combined and applied according to label directions. Contractor shall provide a record of the amount used for the project. Alternative mechanical means of removal may be approved by the Engineer if Contractor can demonstrate equivalent removal and prevention of weed growth.
Prior to cold planing on streets to be milled, all utility covers shall be lowered such that the cutting teeth of the planing machine pass over the adjusted lid without causing damage to the lid or frame. Contractor shall be responsible for maintaining any temporary asphaltic fill material over these facilities until the final paving surface is installed. Contractor shall coordinate with the affected utility company for lowering and adjustment.
Pavement to be cold planed may contain pavement fabric.
Contractor shall perform removals as shown in the cold plane details included in these Special Provisions. Remaining material around utility covers and at gutter lips shall be removed to the depth of the adjacent milled surface after completion of cold planing. If pavement against utility covers, gutter lips, or other features cannot be removed by the planing machine, Contractor shall use other means to remove this material. 469
Technical Specifications 33 2026 Pavement Rehabiliation Project Contractor shall be responsible for maintaining any temporary asphalt fill over lowered utilities. Contractor shall be responsible for clearly marking the location or to reference lowered utilities in case of emergency.
Cold planing shall be performed in such a manner to create clean vertical edges.
Surface of pavement after planing shall be uniformly rough. Grade shall not deviate from a suitable straight edge of more than three-eighths (3/8) inch at any point. Milling may require more than one (1) inch removal of existing asphalt above gutter lips in addition to the required depth below the gutter lip due to prior overlays. Broken, damaged, or non-vertical edges shall be re-cut prior to paving.
All pavement areas called out for milling and replacing shall be milled to the full width of the roadway. Pavement against curb faces shall be removed to the full depth designated for that particular section of roadway. If pavement against curb faces cannot be removed by the planing machine, Contractor shall use other means to remove this material.
Surface after planing shall be uniformly rough. There shall be no more than 0.02-foot difference between passes. From a string line, shall be 0.02 foot high to 0.04 foot low.
Low areas shall be filled with HMA at Contractor’s expense.
Maximum variation from string line or straight edge shall be 0.02 foot at any point. High points shall be re-ground. Low points shall be filled with HMA. Cost of fixing variation shall be at Contractor’s expense.
Water for cold milling shall be provided by Contractor and shall be considered integral to cold milling in terms of payment.
On intersections where the Plans call for cold milling and replacing the asphalt pavement, Contractor shall only remove what can be paved back during the same work period.
Contractor shall provide temporary striping, by means of tab markers or striping tape, on streets that have been milled. Temporary striping shall be continuously maintained until resurfacing work is performed. Contractor shall delineate lane lines, center lines, crosswalks, and other traffic striping legends.
Contractor shall excavate to a depth of 0.5 foot below depth required from milling. Limits will be defined by Engineer. Contractor shall fill with single lift of HMA, with static roll no vibratory compaction, and shall allow to bridge.
Contractor shall adjust the operation to minimize tear out of underlying layers. Changes in cold planing depth require approval of Engineer. Areas torn out by lack of diligence on Contractor’s part shall be corrected with HMA at the expense of Contractor. Areas torn out due to pre-existing adhesion problems will be corrected at Owner’s expense directed by Engineer.
On areas with wet, soft, or deflecting under wheel loads, Contractor shall use means that do not worsen the condition of the subgrade. Areas shall be proof rolled with a loaded construction vehicle ten (10) cubic yard dump truck or equivalent prior to placing asphalt.
470
Technical Specifications 34 2026 Pavement Rehabiliation Project TS 11-2.02 Temporary Transitions
Contractor shall construct temporary pavement transitions at all cold-milled areas greater than one (1) inch prior to allowing traffic onto the cold-milled areas, including paving conforms, planed edges, cross gutters, and driveways over 0.15 foot before allowing traffic onto the paved surface. This includes both longitudinal and transverse directions. This also includes PCC facilities around corners from the beginning of curb return to the end of curb return, PCC cross gutters, and PCC spandrels.
Temporary pavement transitions shall have a slope of 20:1 or as approved by Engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. Temporary transitions shall be constructed of hot mix.
Contractor shall continuously maintain the temporary pavement until the final paving.
Each temporary transition shall be inspected by Contractor and repaired as necessary to comply with these provisions at the end of each day, including weekends and holidays.
Failure to comply with these provisions will result in liquidated damages of $250 per day per transition and/or the cost of Owner crews making the repairs, if necessary, to correct for public safety.
TS 11-2.03 Equipment
Machine used for planing shall comply with Subsection 39-3.04C, “Construction,” of the Standard Specifications, and shall have performed satisfactorily on similar work and shall meet the following requirements:
Planing machine shall be specially designed and built for planing of bituminous pavements, Portland Cement Concrete (PCC) patches, and asphalt concrete, without the addition of heat. It shall have the ability to plane PCC patches in the bituminous pavement or PCC pavements. Cutting drum shall be a minimum of thirty (30) inches wide and shall be equipped with carbide tip cutting teeth placed in a variable lacing pattern of forty-eight (48) inches to produce the desired finish.
Machine shall be capable of being operated at speeds of 0’ to 40’ feet per minute. It shall be self-propelled and have the capability of spraying water at the cutting drum to minimize dust. Machine shall be operated in a manner to not produce fumes or smoke.
It shall be capable of removing the material next to the gutter of the pavement being reconditioned, and so designed that the operator thereof can at all times observe the planing operation without leaving the controls. Machine shall be adjustable as to slope and depth. It shall be equipped with sonic sensors for controlling the depth.
Contractor's attention is directed to Subsection 14-9.02, "Air Pollution Control,” of the Standard Specifications. Contractor shall provide appropriate dust control as necessary and as directed by Owner.
471
Technical Specifications 35 2026 Pavement Rehabiliation Project TS 11-2.04 Removal and Disposal of Material
Cold planing shall not begin without a sweeper on site. During the planing operation, Contractor shall sweep the street with vacuum-assisted street sweeper equipment and remove all loosened material from the work site until completion of the removal work.All materials removed shall be Contractor’s property and shall be removed and legally disposed of at Contractor’s expense. Contractor shall provide proof of legal disposal to Engineer. Contractor shall take all necessary measures to avoid the dispersion of dust.
Contractor shall notify Engineer for approval of swept surface prior to tack coat application, where tack coat is required.
Contractor shall perform daily sweeping and have a full-time sweeper available, including weekends and/or holidays. Roadways with full-width milled surface exposed to traffic may require multiple sweepings per day as deemed necessary by the Engineer.
All material removed, unless designated to be salvaged, shall become property of the Contractor and shall be disposed of outside City's right-of-way in accordance with Standard Specifications Section 17-2.03D, “Disposal of Materials.” TS 11-2.05 Schedule
Pavement removals associated with bid items for “Remove & Replace HMA” of the various depths and 6” Deep Lift Stabilization shall be replaced the same day.
Pavement removals associated with bid items for “Cold Plane” of the various depths where subgrade/base material is exposed shall have the base course of HMA placed within the same working day.
For streets to be mill and filled or overlayed, the final HMA surface course shall be placed within five (5) working days after cold planing/keycuts commence.
Garbage trucks shall not be permitted to drive on streets that have existing pavement removed. Contractor shall schedule their work so that garbage trucks do not drive on milled surfaces.
All traffic lanes must be open to traffic outside of working hours unless approved by Engineer.
Liquidated damages of $250 per calendar day per street will be applied for failure to meet these time requirements. Multiple occurrences of liquidated damages per calendar day are not restricted.
TS 11-3 MEASUREMENT AND PAYMENT
The contract unit price paid per linear foot for “Cold Plane 2””, “Cold Plane 4”” and “Cold Plane 5”” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Cold Planing, complete in place, including removing and disposing of all planed materials within 472
Technical Specifications 36 2026 Pavement Rehabiliation Project existing gutter pans, above the existing gutter lips and to the depths required, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Cold planing required for areas of Remove and Replace HMA shall be included in the price paid for those items, and no additional compensation will be allowed.
The contract unit price paid per linear foot for “Keycut A1 (6’, 1-3/4”)”, “Keycut A2 (8’, 1-3/4”) and “Keycut B1 (20’, 1-3/4”)” will be measured along the edge of the adjacent curb, gutter, cross gutter, or pavement, and will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Cold Planing, complete in place, including cold planing, removal and off haul or existing hot mix asphalt in gutter pans, above the lips of gutter, and to the depths required, protecting gutter infills and driveway extensions, as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
TS 12 REMOVE AND REPLACE HOT MIX ASPHALT (HMA)
TS 12-1 GENERAL
TS 12-1.01 Summary
Work for Remove and Replace, or digouts, consists of removing pavement, concrete, base, and native material, if necessary, to the specified depth shown on the Plans by cold planing and replacing the void with hot mix asphalt (HMA). Digouts shall be constructed as indicated on the Plans and immediately after cold planing operations so that the HMA leveling (base course) can be placed on the milled surface in the same shift.
If Remove and Replace areas shown on the Bid Schedule include a greater than normal increase allowance (Bump) versus areas shown on the Plans, only increase areas approved by Engineer will be measured for payment.
Cold planing shall conform to these Special Provisions.
TS 12-2 MATERIALS
TS 12-2.01 General
Hot mix asphalt (HMA) for base course and surface course for pavement replacement and digouts shall conform to Section Error! Reference source not found.Error! Reference source not found. of these Special Provisions.
TS 12-3 CONSTRUCTION
TS 12-3.01 General
Owner shall provide five (5) days-notice prior to remove and replace operations so areas for Remove and Replace may be properly marked out. 473
Technical Specifications 37 2026 Pavement Rehabiliation Project Engineer shall mark the locations of each digout based on the Plans and observations after the milling operations have been completed. Contractor shall accompany Engineer during markings of the digouts/base repair areas and the marked, measured and agreed on areas will constitute the final pay quantity.
After completion of the full width milling operations, the HMA within the marked digout/base repair areas shall be removed to a uniform depth as specified on the Plans.
Area edges shall be removed by saw cutting or by vertical grind. Any removed material shall be removed from the work site.
Excavated areas shall be graded as shown on the Plans as necessary to provide a uniform pavement thickness. Base rock or native soil shall be compacted to 95% relative compaction at, or above optimum moisture as determined by Cal Test 216 and 231. All segregated or loose material shall be removed.
In areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, Contractor shall employ excavation and grading techniques that do not worsen the subgrade condition.
Prior to placing aggregate base or HMA, each pavement replacement area shall be proof rolled with a loaded construction vehicle, preferably a ten (10) cubic yard dump truck or equivalent. Compacted surface shall not visibly yield or deflect. Soft, yielding, or unstable areas shall be removed and replaced with base rock or HMA. If the areas were caused or significantly worsened by Contractor’s operations, these areas shall be replaced at Contractor’s expense.
Pavement shall be removed to a uniform depth and shall be removed by cold planing or full depth saw cutting and mechanical removal. Saw cutting is not necessary if removal is accomplished by cold planing. Broken or damaged edges shall be re-cut prior to paving. All removed material shall be cleared from the work site.
All vertical edges of existing pavement or concrete shall receive a tack coat immediately prior to paving. Additional tack may be necessary between courses. No prime coat shall be required. A tack coat between layers shall be required if not paved on the same day or if the surface has been contaminated or soiled. Any contamination or soiling shall be thoroughly cleaned, and a tack coat placed between layers immediately prior to paving, Care shall be taken to ensure compaction of the inside corners of the first lift. Ramping shall not be allowed on the course placed immediately prior to the surface course.
A minimum of two (2) lifts shall be used for each replacement area or digout with a depth greater than three (3) inches. The surface course shall be 1-1/2 inches minimum thickness. No single base or intermediate course may exceed three (3) inches unless shown otherwise in the Project Plans or with prior approval from the Engineer.
Repaired areas shall conform to the level of the surrounding pavement so that no elevation variation is evident. Surface shall have a maximum variation from high to low of 0.01 feet maximum when measured with a 12-foot level. Variation at the edges shall not exceed 0.01 feet maximum. When matching existing pavement, the finished surface shall not inhibit drainage. Upslope edge of the digout or replacement shall be 0.00 feet 474
Technical Specifications 38 2026 Pavement Rehabiliation Project high to 0.01 feet low. On the downslope edge of the digout or replacement, finished surface shall be 0.01 feet high to 0.00 feet low. Any resulting variations shall be corrected to the satisfaction of the Engineer.
Remove only what can be replaced during the same work period. Materials removed using cold planing or other methods shall become the property of Contractor and shall be disposed of in accordance with local rules and regulations. Contractor shall provide proof of legal disposal upon request by Engineer.
Surface finish of Remove and Replace areas shall be free of ruts, humps, depressions, irregularities, rock pockets, excessive coarse aggregate, and roller marks. Any ridges, indentations, or other objectional marks left on the surface of the HMA shall be eliminated by rolling or other means. Use of equipment that leaves objectional marks shall be discontinued. Areas of rough or coarse surface texture shall be reworked with heat, and HMA fines shall be placed immediately after identified.
Failure to restore pavement the same day as removal will result in liquidated damages of $250 per location per day.
TS 12-3.02 Unstable Material
On areas with wet, soft, or deflecting under wheel loads, Contractor shall use means that do not worsen the condition of the subgrade. Area to be proof rolled with a loaded construction vehicle ten (10) cubic yard dump truck or equivalent prior to placing asphalt.
Unstable material is defined as material the Engineer determines to be:
1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or
2. Too wet to be properly compacted and circumstances prevent in-place drying
3. Otherwise unstable for the planned use.
In the event that the underlying material is unstable, it shall be excavated to the depth of six (6) inches below the initial digout/base repair depth required above and disposed of in accordance with these Special Provisions. Compaction for these areas will consist of a single steel drum roller using the number of static passes as determined by the Engineer. Limits of removal will be designated by Engineer. Resulting space shall be filled with a single lift of HMA. Compaction for these areas will consist of a single steel drum roller using the number of static passes as determined by the Engineer.
TS 12-4 MEASUREMENT AND PAYMENT
The contract unit price paid per square foot for “Remove & Replace 2” HMA”, “Remove & Replace 4” HMA”, “Remove & Replace 4” HMA Over Shallow Utilities”, “Remove & Replace 6” HMA Over Shallow Utilities”, “Remove & Replace 8” HMA Over Shallow Utilities”, “HMA Conform” and “6” Deep Lift Stabilization (Allowance)” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Remove & Replace HMA, complete in place, including layout; cold planing, excavation, 475
Technical Specifications 39 2026 Pavement Rehabiliation Project removal, off-haul and disposal of all asphalt, concrete, paving fabric, aggregate base, subgrade and/or unsuitable materials; proof rolling; tack coat; furnishing, placing and compacting HMA; and clean-up as shown on the plans, as specified in the Standard Specifications and in these special provisions, and as directed by the Engineer.
Quantities for “Remove and Replace HMA” and “6” Deep Lift Stabilization (Allowance)” must be approved by the Engineer prior to commencing removal operations. The City does not pay for remove and replace HMA areas that have not been approved by the Engineer in advance of any work.
Payment for “6” Deep Lift Stabilization (Allowance)” will only be made on an allowance basis and only for the work completed with prior approval from Engineer. The Contractor shall have no claim to that portion of the allowance which is not necessary for the project.
Sections 9-1.06B “Increases of More Than 25 Percent” and 9-1.06C “Decreases of More Than 25 Percent” do not apply to the bid items related to remove and replace HMA.
TS 13 ASPHALT TACK COAT
TS 13-1 GENERAL
TS 13-1.01 Summary
Work to be performed under this section shall comply with Subsection 39-2.01B(10) and shall cover all labor, materials, tools, equipment, and incidentals necessary to furnish and apply complete in-place tack coat in conjunction with the HMA placement and other asphalt paving work.
TS 13-1.02 Submittals
Contractor shall submit Tack Coat Certificate of Compliance. Submittals for imported material shall be submitted to Engineer seven (7) days prior to schedule use.
TS 13-2 MATERIALS
TS 13-2.01 General
Tack coat shall be emulsified asphalt of Grades RS-1, RS-2, SS-1, or SS-1H complying with Section 94, ‘Asphaltic Emulsions’ or paving grade asphalt conforming to section 92, “Asphalts,” of the Standard Specifications.
A Certificate of compliance shall be submitted prior to construction.
TS 13-3 CONSTRUCTION
TS 13-3.01 General
Tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the HMA overlay as permitted by Engineer. Preparation of the surface shall be performed as described in these Special Provisions. No tack coat shall be left exposed overnight. Immediately in advance of placing the HMA overlay, additional tack coat shall be applied, as directed by Engineer, 476
Technical Specifications 40 2026 Pavement Rehabiliation Project to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation will be allowed for such work.
Existing concrete curb faces and adjacent concrete shall be protected against discoloration from the asphalt. Residue shall be removed by sandblasting, power washing, or a similar technique to the extent required by Engineer. Engineer will determine if the pavement is sufficiently dry for the application of tack coat. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40°F in the shade.
Tack coat shall be applied as specified in Subsection 39-2.01C(3)(f), “Tack Coat,” of the Standard Specifications. Tack coat shall be applied to all vertical edges, including curb faces and gutter lips, after every lift of asphalt. Vertical edges shall be tack coated by hand wand or manually by brush. Tack coat application shall not extend above the level of the finished surface by more than one (1) inch. Gutter pans, curb faces, and any concrete surfaces that are not to be tack-coated shall be protected by shields or other methods from spray or splash. Any tack coat more than one (1) inch above the paving surface shall be removed by power washing or other means approved by Engineer.
Contractor shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks or thermoplastic legends and crossbars within the Project limits and along truck haul routes used by Contractor or Subcontractors. Haul routes shall be inspected by Owner and Contractor prior to initiating work to photographically establish the existing conditions. Within ten (10) calendar days of completion of final paving, Owner and Contractor shall reinspect the haul routes to determine the extent and locations of required cleaning. Cleaning shall be performed within ten (10) calendar days after Owner delivers a written copy of the locations of required cleaning.
TS 13-4 MEASUREMENT AND PAYMENT
No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features will be considered included in the price bid for hot mix asphalt (HMA) bid items (e.g., RHMA, digouts), and no additional compensation will be allowed, therefor. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with Standard Specifications and these Special Provisions.
TS 14 FULL DEPTH RECLAMATION – CEMENT TREATMENT
TS 14-1 GENERAL
TS 14-1.01 Summary
Work shall comply with Section 24 “Stabilized Soils” and Section 30-4 “Full Depth Reclamation – Cement” and covers all labor, materials, tools, equipment, and incidentals necessary to lime/cement treat subgrade to a depth specified. All such work shall conform to the Standard Specifications and these Special Provisions.
FDR–C consists of the following work in the following order:
477
Technical Specifications 41 2026 Pavement Rehabiliation Project
1. Pulverizing existing asphalt concrete pavement and underlying materials to the full depth of pulverization.
2. Removing, off hauling, and disposal of pulverized material to obtain correct grades with respect to existing facilities after compaction
3. Place cement and if specified, supplementary aggregate.
4. Mixing full depth the cement with water to a uniform product
5. Compacting the mixture to appropriate density and trim to proper grades
6. Apply water to dampen the surface of finished product and apply asphaltic emulsion or other pre-approved method of keeping FDR-C layer moist.
7. Microcrack surface of FDR-C layer 48-72 hours after compaction.
TS 14-1.02 Definitions
“FDR” shall be defined as Full Depth Reclamation.
“Lot” shall be defined as one thousand (1,000) square yards of FDR or fraction thereof constructed in the same day.
TS 14-1.03 Submittals
TS 14-1.03A General
At least 20 days before starting FDR-C work, submit:
1. QC Plan that includes, but is not limited to, the following:
a. Organizational chart of responsible parties
b. Applicable Field and Laboratory Testing Certifications c. Type and frequency of QC sampling, testing, and reporting d. Corrective Action Plan
2. Certificate of Compliance for cement
During the process, the Contractor shall furnish the following information to the Engineer on a daily basis:
1. Certified weight tickets of cement delivered to the project location.
2. Summary of quantity of FDR-C constructed each day.
3. QC test results within 3 business days of completion of each test. 478
Technical Specifications 42 2026 Pavement Rehabiliation Project TS 14-1.04 Quality Control
Contractor shall assign a Ground Supervisor whose sole purpose is to monitor the activities, advise project personnel and interface with the quality control testing personnel. Ground Supervisor shall not have any sampling or testing duties. During the FDR operation, Ground Supervisor shall have knowledge and a minimum of two (2) years’ experience with FDR construction. Ground Supervisor shall be familiar with the mix design(s) for the Project and shall be able to make field adjustments during the construction on an as needed basis to account for varying structural sections and materials. Engineer or Engineer’s Representative (QA) shall be notified prior to field adjustments. All field adjustments shall be recorded but are not limited to the following items: date, time, location (with ending and starting stations), the type of field adjustment, and reasons for the field adjustment shall be recorded and submitted to Engineer.
Quality characteristics shall be tested for the following:
FDR –Cement Quality Characteristic Sampling Locations and Testing Frequencies
Quality
Characteristics
Test
Method
Maximum Sampling and
Testing Frequency
Sampling
Location
Gradation CT 202 Test Strip and 1 per Lot Loose Mix
Behind Mixer a
Cement
Spread Rate
Calibrated
tray (or
equivalent)
Test Strip and 1 per Lot Under Spreader
Truck
Unconfined
Compressive
Strength
ASTM D
1633
Test Strip and 1 per 2
Lots
Loose Mix
Behind Mixer a
Laboratory
Maximum Wet
Density
CT 216 Test Strip and 2 per day,
or 1 per change of
material (whichever is
greater)
Loose Mix
Behind Mixer a
Relative
Compaction b
CT 231 Test Strip and 1 per Lot Compacted Mix
a Sample immediately after mixing is complete
b Verify the moisture content reading made under California Test 231 with California Test 226
A strip from the first day of the FDR construction may be accepted as the test strip.
Contractor shall measure and record the actual cut depth at both ends of the pulverizing drum at least once every three hundred (300) feet along the cut length. Measurements shall be taken in Engineer’s presence.
TS 14-1.05 Engineer’s Acceptance
The Engineer accepts FDR—Cement based on:
479
Technical Specifications 43 2026 Pavement Rehabiliation Project
1. Visual inspection for the following:
1.1.No segregation, raveling, or loose material
1.2.Variance must not be more than 0.05 foot measured from the lower edge of a 12-foot straightedge
1.3.Uniform surface texture throughout the work limits
2. Compliance with the quality characteristics shown in the following table:
FDR—Cement Requirements for Acceptance
Quality characteristic Test method Value
Cement application rate
(lb/sq yd)
Calibrated tray or equal Mix design rate ± 5%
Relative compaction (min,
%, wet density)
California Test 231 95
Thickness (ft)a Field Thickness
measurements
±0.05 of the thickness
shown
a FDR—Cement thickness for each lot. The thickness must be within 0.05 foot of the thickness shown. Verify the thickness at a location determined by, and in the presence of the engineer by one of the following methods:
2.1. Excavate a test pit that is at least 1 by 1-foot and use phenolphthalein
2.2. Survey equipment
TS 14-2 MATERIALS
TS 14-2.01 General
Quality characteristics for the FDR—cement must comply with the requirements shown in the following table:
FDR—Cement Quality Characteristic Requirements
Quality characteristic Test method Requirement
Gradation (%, passing)
Sieve Size
3 inch
2 inch
1-1/2 inch
California Test 202
100
95–100
85–100
Moisture content
(%)
California Test 226 Mix design ± 2 percent
Unconfined compressive
strength (psi)
ASTM D1633 a 300 psi (min.)
480
Technical Specifications 44 2026 Pavement Rehabiliation Project Laboratory maximum
wet density (lb/cu ft)
California Test 216 Use for relative
compaction calculation
Relative compaction
(min, %) (wet density) b
California Test 231 95
a Prepare, compact, and cure FDR—cement test specimens under California Test 314, Sections H.4.1, H.4.2, and H.4.3.
bVerify the moisture content reading made under California Test 231 with California Test 226.
TS 14-2.02 Cement
Cement must comply with section 90-2.01A of the State Standard Specifications, Type II or Type V portland cement.
TS 14-3 CONSTRUCTION
TS 14-3.01 General
Cement subgrade treatment application and construction shall be performed in accordance with 30-4 “Full Depth Reclamation – Cement” of the State Standard Specifications, except as noted.
Contractor shall not commence work on cement subgrade treatment streets until there is a forecasted two (2) week (14 calendar days) period of dry weather (0% precipitation). Contractor shall complete all paving work within the two (2) week period. Paving work shall consist of pulverizing existing pavement, base, and native sections, removal of existing pavement section, cement treatment of the underlying subgrade, and placement of the HMA base course and surface course as shown on the Plans. Schedule for this work will be reviewed and approved by Owner prior to the commencement of work.
TS 14-3.02 Potholing Existing Utilities
Have all existing utilities marked by Dig Alert prior to start of potholing work.
Contractor shall pothole existing utilities facilities. Contractor shall pothole existing utility facility at sufficient locations to provide assurance that the facilities will not be damaged during the pulverization or excavation work. At minimum, all transverse or lateral utility lines shall be potholed at least once each, and all longitudinal utility lines shall be potholed every two hundred (200) linear feet.
Potholing shall occur as a first order of work and be completed within fifteen (15) days of the project start and prior to any excavation or pulverization. If utility conflicts are found (horizontal & vertical), notify Engineer immediately. 481
Technical Specifications 45 2026 Pavement Rehabiliation Project TS 14-3.03 Pre-pulverizing and Removing Excess Material Pre-pulverization of existing pavement section and underlying material shall be performed to the depth specified in the project plans prior to mixing in cement.
Contractor shall remove excess material by cold planning the pre-pulverized material to the depth or grade specified in the project plans in accordance with the Standard Specifications and these Special Provisions.
TS 14-3.04 Compaction
Compact in twelve (12)-inch maximum lifts to ninety-five percent (95%) relative compaction at or above optimum moisture as determined by Cal Test 216.
Maximum compacted thickness of a single layer may be increased provided Contractor can demonstrate to Engineer that the equipment and method of operation will provide uniform distribution of the cement and the required compaction density throughout the layer.
TS 14-3.05 Tolerances
Completed cement subgrade treated section, after compaction and trimming, shall be equal to the design thickness. Minimum thickness shall be the design thickness minus one (1) inch.
Thickness/Uniformity Verification – Immediately after trimming and compaction are completed, test pits shall be excavated. At locations selected by Engineer, Contractor shall excavate a test pit for each Lot of treated area. Test pits shall be 1’ x 1’ minimum, to verify the thickness of the cement treated section. Contractor shall backfill with cement treated material and compact immediately after verification.
TS 14-3.06 Finishing
The exposed stabilized subgrade shall be covered with SS-1h within twenty-four (24) hours of completing cement stabilization. Emulsion seal may be waived if Contractor can provide a method to keep the FDR layer moist to provide adequate cement hydration and dust control up to the time the FDR area is paved.
During the period from 48 to 72 hours after compaction, microcrack the surface by applying 2 to 3 single passes using a 12-ton vibratory steel drum roller at maximum amplitude travelling from 2 to 3 mph.
TS 14-4 MEASUREMENT AND PAYMENT
The contract unit price paid per square foot for “Pulverize 9", Remove & Dispose of 3" Pulverized Material” and “Pulverize 12", Remove & Dispose of 4" Pulverized Material” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, providing quality control, and for doing all work involved in pulverization existing pavement structure and underlying material, removing and offhauling the excess pulverized material, and rough grading, as shown on the Plans, as 482
Technical Specifications 46 2026 Pavement Rehabiliation Project specified in the State Standard Specifications, in these Special Provisions, and as directed by Engineer.
The contract unit price paid per square foot for “Cement Treat 6" Subgrade, Trim to Top of Subgrade” and “Cement Treat 8" Subgrade, Trim to Top of Subgrade” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, providing quality control, and for doing all work involved in cement subgrade treatment, complete in place, including breaking-up, mixing, compacting, trimming, curing, and protecting treated subgrade, as shown on the Plans, as specified in the Standard Specifications, in these Special Provisions, and as directed by Engineer.
The contract unit price paid per ton for “Cement” for cement treat will be paid separately from Cement Subgrade Treatment bid items, and will include furnishing all labor, materials, tools, equipment, incidentals, and for doing all the work involved in cement placement and spreading, as shown on the project plans, as specified in the Standard Specifications, these Special Conditions, Technical Specifications, and as directed by the Engineer.
Quantity of Cement is subject to increased or decreased quantity and will be the difference between the specified theoretical quantity of cement and the quantity of cement used. Subsection 9-1.06B, “Increases of More Than 25 Percent” and subsection 9-1.06C, “Decreases of More than 25 Percent” shall not apply to the Cement bid items.
TS 15 MISCELLANEOUS EXCAVATION & GRADING
TS 15-1 GENERAL
This work shall consist of excavation and grading native, aggregate base, decomposed granite, and/or fill materials as shown in the contract documents and as specified by the Engineer.
Miscellaneous excavation & grading shall conform to the provisions in Section 19 “Earthwork” and Section 20 “Landscaping”” of the Standard Specifications and these Special Provisions.
TS 15-2 MATERIALS
Decomposed Granite shall be uniform tan color, provided from only one source, and conform to the provisions in Subsection 20-5.03D “Decomposed Granite” of the Standard Specifications and these Special Provisions.
TS 15-3 CONSTRUCTION
TS 15-3.01 General
All excess and unsuitable excavated materials shall be considered the property of the Contractor and shall be removed and legally disposed of at the Contractor’s expense.
At the request of the Engineer, proof of legal disposal shall be provided.
All materials shall be excavated as shown on the plan. If you dispose of any surplus 483
Technical Specifications 47 2026 Pavement Rehabiliation Project materials prematurely and later find a material shortage, you must replace it with authorized material at your expense.
All concrete, soft or spongy, or deleterious materials, structured, and other unsuitable materials encountered during the excavation operation, whether shown or not shown on the plans) shall be removed and disposed of. When the planned excavation or subgrade is made all undesirable materials then encountered shall be removed and disposed of as directed by the Engineer.
The accumulation of water in excavated areas shall be prevented by means of pumping or other approved methods. At no time, shall ground water or storm water be allowed to flow into sanitary sewer lines, nor shall groundwater be directly pumped into the storm drain without prior treatment and approval from the City Engineer.
Excavation shall be carried to the exact depth indicated on the drawing or as specified.
Should the Contractor, through his negligence or other fault, excavate below the designated lines, he shall replace such excavation with approved materials at his own expense.
After roadway excavation is completed, aggregate base, native and/or fill material shall be graded to the elevations, slopes, and/or profiles provided in the contract documents, including but not limited to the plans, typical section and/or construction details.
The existing subbase or native material for the finish graded roadway shall be compacted to 95% relative compaction as determined by CTM Test 216 and CTM 231.
It shall be the responsibility of the grading contractor to attain the proper moisture content during compaction. All segregated loose material shall be removed.
On areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, the Contractor shall employ excavation and grading techniques which do not worsen the subgrade condition.
Prior to placing hot mix asphalt, the area shall be proof-rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent. The compacted surface shall not visibly yield or deflect. If the areas were caused or significantly worsened by the Contractor’s operations, these areas shall be replaced at the Contractor’s expense.
In the event that the underlying material is soft, yielding, unstable, or unsuitable, the Engineer may direct the Contractor to excavate to the depth of 0.5 feet below the design depth required above and disposed of in accordance with these Special Provisions.
The limits of removal shall be designated by the Engineer. The resulting space shall be filled with a single lift of hot mix asphalt. Alternately the Engineer may direct the Contractor to place a first, thicker lift of hot mix asphalt by alternate means including by floating in with tracked equipment to bridge the unsuitable subgrade followed by conventional paving of subsequent lift(s).
Unsuitable material is defined as material the Engineer determines to be:
484
Technical Specifications 48 2026 Pavement Rehabiliation Project Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or too wet to be properly compacted and circumstances prevent in-place drying prior to incorporation into the work, or otherwise unsuitable for the planned use.
TS 15-3.02 Debris Removal and Grading
The Contractor shall remove excess debris deposited on existing roadway, curb & gutter, and behind curb where designated on the Plans. Final grade of roadside shall be a maximum slope of 2:1 (horizontal:vertical). The width of debris removal may vary as necessary to match the existing terrain. All debris shall be removed and disposed of in accordance with local regulations. The finished slope shall be graded smooth, compacted, and stabilized to prevent erosion. The Contractor shall ensure that the final slope matches the specified grade and transitions seamlessly into adjoining areas. Any discrepancies or variations encountered during excavation shall be brought to the Engineer’s attention prior to proceeding.
TS 15-3.03 Decomposed Granite
Placement of Decomposed Granite (DG) shall comply with the requirements of Subsection 20-5.03D(3), of the Standard Specifications and these Special Provisions..
Place DG uniformly in layers no more than 1-1/2 inches thick. Compact each layer of DG to a relative compaction of not less than 90%. Compaction shall be accomplished with mechanical equipment such as a vibraplate or plate compactor (i.e. “Turtle”). Hand tamping with multiple passes to achieve required density will only be allowed in areas that are inaccessible to mechanical compaction equipment.
Finished surface shall slope as indicated in these construction documents and shall be uniformly smooth with no visible humps or dips. DG surface shall be flush with the top of the adjacent curb.
TS 15-4 MEASUREMENT AND PAYMENT
The contract unit price paid per square foot for “Place & Compact 3” Decomposed Granite” will include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Miscellaneous Excavation & Grading, complete in place, including demolition, removal and disposal of existing curb & gutter, aggregate base, and native material; excavation; grading; relocating and resetting retaining wall blocks; placement and compaction of decomposed granite; surface restoration; clean up; as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer.
485
Technical Specifications 49 2026 Pavement Rehabiliation Project TS 16 AGGREGATE BASE
TS 16-1 GENERAL
TS 16-1.01 Summary
A. This work shall consist of furnishing, grading, and compacting aggregate base under concrete repair areas and new structures, for shoulder backing material, and where called for in the plans and these Special Provisions.
TS 16-2 MATERIALS
TS 16-2.01 General
Aggregate base shall conform to the provisions in Subsection 26-1.02B “Class 2 Aggregate Base,” of the Standard Specifications and these Special Provisions. Coarse aggregate (material retained on the No. 4 sieve) shall consist of material of at least twenty-five percent (25%) by weight shall be crushed particles as determined by California Test 205.
TS 16-3 CONSTRUCTION
TS 16-3.01 General
Grading shall comply with the requirements of Section 19, “Earthwork,” of the Standard Specifications. During any grading operations, Contractor is specifically directed to Subsection 5-1-36, “Property and Facility Preservation.” Contractor shall protect items, facilities, or improvements, as necessary, in order to avoid causing damage.
The existing subgrade material below the new aggregate base shall be ripped, scarified, moisture conditioned to optimum moisture content, and compacted to a minimum of ninety-five percent (95%) relative compaction.
Construction of the new aggregate base shall conform to Section 26, “Aggregate Bases,” of the Standard Specifications. Constructed thickness of the aggregate base layer shall be not less than the design thickness minus of 1/2 inch.
TS 16-4 MEASUREMENT AND PAYMENT
Measurement and Payment for Aggregate Base materials, work, other features, and conforming to the requirements of this section will be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefor.
TS 17 MISCELLANEOUS CONCRETE
TS 17-1 GENERAL
TS 17-1.01 Summary
Existing and new concrete facilities including curbs, curb and gutters, sidewalks, curb ramps, valley gutters, medians, catch basins, planter walls, check dams, and spandrels, shall be removed and replaced or reconstructed at the locations indicated on the Plans or as directed by Engineer. Contractor shall hire a Licensed Land Surveyor to provide 486
Technical Specifications 50 2026 Pavement Rehabiliation Project grades for construction of all Portland Cement Concrete (PCC) elements as needed.
TS 17-1.02 Submittals
The Contractor shall provide the following submittals:
1. Concrete mix design formulas for General Concrete and Heavy Vehicular Facilities.
2. Installation certification from a truncated dome manufacturer stating that the Contractor and Personnel are certified as truncated dome installers.
Submittals for imported material shall be submitted to Engineer seven (7) days prior to the scheduled use.
TS 17-1.03 Quality Control/Acceptance Testing
Field testing shall include testing for concrete slump per ASTM C-143 and compressive strength (C39). Such testing shall be at a frequency determined by Engineer and will be performed by Owner’s laboratory at Owner’s expense. Contractor shall furnish the concrete necessary for casting test cylinders.
TS 17-2 MATERIALS
TS 17-2.01 General
PCC material shall be Type II or Type V Portland Cement conforming to ASTM C150 and the optional requirements of ASTM C150, Table 2 for maximum equivalent alkalis (Na2O + 0.658K2O) of 0.60 percent. Type III Portland Cement conforming to ASTM C150 and the optional requirements of ASTM C150, Table 2 for maximum equivalent alkalis (Na2O + 0.658K2O) of 0.60 percent may be used when approved by Engineer.
TS 17-2.02 Concrete Mix Design
TS 17-2.02A General
Contractor shall furnish a concrete mix design to Engineer at least ten (10) working days prior to the start of the work, based on the following guidelines:
General Concrete Facilities including curb, gutter, sidewalk, access ramps, residential driveways, planter walls, check dams, stamped median, etc. shall meet the following requirements:
Compressive Strength: 3000 psi @ 28 days
Polypropylene Fiber Reinforcement: 1.5 lbs/cy (0.01% by volume) 3/4 inch minimum length
Maximum Slump: five (5) inches
Heavy Vehicular Facilities including valley gutters, spandrels, swales, commercial driveways, and alley entrances shall meet the following requirements:
Compressive Strength: 2000 psi @ 3 days
487
Technical Specifications 51 2026 Pavement Rehabiliation Project 4000 psi @ 28 days
Polypropylene Fiber Reinforcement: 3 lbs/cy (0.02% by volume) 1-1/2 inch minimum length
Maximum Slump: four (4) inches
All concrete mixes shall contain 1 pound of lampblack per cubic yard.
Contractor shall be responsible for all costs associated with the required mix design.