Agenda packet — Roseville City Council, May 15, 2024 (part 2 of 6)

HICKORY STREET
130
135
140
145
150
155
160
165
170
130
135
140
145
150
155
160
165
170
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 15" VCP S: 0.50%
15" VCP S: 0.50%
15" VCP S: 0.50%
15" VCP S: 0.50%
SSMH C04-214A
STA: 11+66.56
15" INV IN: 140.44 (E)
6" INV IN: 147.60 (NE)
8" INV IN: 146.85 (S)
15" INV OUT: 140.34 (W)
RIM: 151.64
SSMH C04-215A
STA: 14+10.56
15" INV IN: 141.76 (E)
6" INV IN: 146.57 (NE)
15" INV OUT: 141.66 (W)
RIM: 151.84
SSMH C04-216A
STA: 16+51.40
15" INV IN: 143.06 (E)
6" INV IN: 145.83 (N)
6" INV IN: 151.73 (SE)
15" INV OUT: 142.96 (W)
RIM: 156.53
SSMH C04-217A
STA: 18+91.39
15" INV IN: 144.36 (E)
8" INV IN: 149.05 (N)
15" INV OUT: 144.26 (W)
RIM: 155.07
STA: 10+80.8± - EXST 30" SD
ELEV: 146.3±
STA: 12+99.5± - EXST 12" SD
ELEV: 148.5±
STA: 12+74.6± - EXST 6" SD
ELEV: 147.7±
STA: 10+39.3± - EXST 12" SD
ELEV: 147.6±
STA: 10+11.5± - EXST 24" W
ELEV: 144.8±
STA: 10+20.6± - EXST 6" SS
ELEV: 141.7±
STA: 10+37.1± - EXST 6" W
ELEV: 144.9±
EXST
EXST
C04-203
STA: 19+93.89
14" INV IN: 144.97 (N)
15" INV OUT: 144.87 (W)
10" INV OUT: 144.92 (E)
RIM: 154.54
STA: 13+49.5± - EXST 4" SS
STA: 15+63.8± - EXST 4" SS
STA: 15+66.9± - EXST 4" SS
STA: 18+02.8± - EXST 4" SS
STA: 18+69.0± - EXST 4" SS
STA: 19+28.9± - EXST 4" SS
SSMH-01 (NEW)
STA: 10+00.00
15" INV IN: 139.50 (E)
21" INV IN: 139.33 (N)
21" INV OUT: 139.33 (S)
RIM: 150.01
SEE NOTE 7

EXST TO BE
CAPPED
15" VCP S: 0.50%
EX 10" SS TO BE

CAPPED FOR

CONTINUATION,
SEE DWG C-04

EX SS TO BE

DEMOLISHED
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-02.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-02.DWG 10:57:384/22/24
C-02

CIVIL A CORREA
B. DALEY

K ALACON

HICKORY ST

PLAN AND PROFILE
10+00 TO 20+50
23-056
9 PLAN
1"=40'

PROFILE
1"=40' HORIZ
1"=5' VERT

MANDATORY

OPEN CUT
SEE NOTE 6
AND 8
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR DEVELOPING THE MEANS AND

METHODS TO EMPLOY DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES. CONTRACTOR IS SOLELY

RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION AND FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL CONTROLLING ELEVATIONS AND DIMENSIONS.

5. EX 8" SS VCP TO BE DEMOLISHED, FOR NEW 15" VCP ALIGNMENT.

6. VCP TO BE USED FOR OPEN CUT.

7. CITY TO CORE AND INSTALL BELLS AT EXISTING MANHOLES. CONTRACTOR SHALL COORDINATE WITH CITY AND WAIT 24-HOURS PRIOR TO CONNECTING TO BELL.

8. OPEN CUT TRENCHING SHALL BE PER CITY OF ROSEVILLE STD DTL SS-1.

9. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD DTL SS-4.

10. INSIDE DROP CONNECTIONS PER CITY OF ROSEVILLE STD DTL SS-12 LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED
SSMH CONSTRUCTION NOTES:

1. CONTRACTOR TO REMOVE AND REPLACE LIGHT POLE AS NEEDED.

2. CONTRACTOR TO REPLACE SIDEWALK, CURB AND GUTTER PER CITY OF ROSEVILLE STD DTL ST-17.

3. NEW SSMH PER CITY OF ROSEVILLE STD DTL SS-2 AND SS-3, UNLESS OTHERWISE SPECIFIED.

11. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND DISTRIBUTE DOOR HANGER NOTIFICATION PER SPECIFICATION 01 31 13 TO ALL AFFECTED

BUSINESSES AND RESIDENTS AS IDENTIFIED AT THE FREQUENCY LISTED BELOW:
30 DAYS - DOOR HANGER, COMMERCIAL ONLY
14 DAYS - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
7 DAYS - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
3 DAYS - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

12. SEE DRAWING C-09 FOR HICKORY WORK ZONE PLAN.

CAP/ABANDON

EX OUTLET TO BE

CAPPED AND

ABANDONED SEE
DWG C-04 FOR LIMITS

FOR CONTINUATION
SEE DWG C-04 FOR
LIMITS

SEE SSMH

CONNECTION NOTES
3 SD-01

W W W W W W W W W W W W W W W W W
W W W
W W W
W
W
W
W
W
W
W
W
W W W

XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO E E

GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS
GAS

GAS GAS
GAS
GAS
40+00 41+00 42+00 43+00
44+00 45+00 46+00 47+00 48+00 49+00
350 W DURANTA ST
012-093-018602 ATKINSON ST
012-046-007
600 ATKINSON ST
012-046-006
506 ATKINSON ST
012-046-005
504 ATKINSON ST
012-046-004
502 ATKINSON ST
012-046-003
1000 ELM ST
012-046-002
559 ATKINSON ST
012-131-030
555 ATKINSON ST
012-131-024
507 ATKINSON ST
012-131-041
503 ATKINSON ST
012-131-040
327 ELM ST
012-133-015
413 ATKINSON ST
012-133-016
322 FIG ST
012-133-011
316 FIG ST
012-133-010
333 ATKINSON ST
012-161-001
329 ATKINSON ST
012-161-015
325 ATKINSON ST
012-161-016
321 ATKINSON ST
012-161-017
319 ATKINSON ST
012-161-013
317 ATKINSON ST
012-161-012
1001 ELM ST
012-044-007
406 ATKINSON ST
012-044-008
404 ATKINSON ST
012-044-009
402 ATKINSON ST
012-044-010
400 ATKINSON ST
012-044-011
316 ATKINSON ST
012-044-012
314 ATKINSON ST
012-044-010
312 ATKINSON ST
012-044-011
310 ATKINSON ST
012-044-012
308 ATKINSON ST
012-044-013
306 ATKINSON ST
012-044-014
348 W DURANTA ST
353 W DURANTA ST
012-131-031
349 W DURANTA ST
012-131-002
338 ELM ST
012-131-017 321 ELM ST
012-133-002
314 FIG ST
012-133-009
313 FIG ST
012-161-032
SSMH C04-385
STA: 43+26.44
RIM: 161.86
SSMH C04-155
STA: 43+35.77
RIM: 161.78
SSMH C04-179
STA: 46+39.47
RIM: 158.12
SSMH C04-136
STA: 40+20.97
RIM: 159.57
MATCHLINE - 49+00
SEE DWG C-04
125
130
135
140
145
150
155
160
165
170
125
130
135
140
145
150
155
160
165
170
40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 14" HDPE S: -0.14% 14" HDPE S: -0.28%
MATCHLINE - 49+00
SEE DWG C-04
INV ELEV: 145.53
(EX)10" VCP S: -0.14%(EX)10" VCP S:-10%
(EX)10" VCP S: -0.28%
SSMH C04-385
STA: 43+26.44
14" INV IN: 146.86 (N)
14" INV OUT: 146.86 (E)
RIM: 161.86
SSMH C04-155
STA: 43+35.77
6" INV IN: 153.58 (E)
14" INV IN: 146.78 (W)
14" INV OUT: 146.78 (S)
RIM: 161.78
SSMH C04-179
STA: 46+39.47
14" INV IN: 146.37 (N)
14" INV OUT: 146.32 (S)
RIM: 158.12
STA: 44+49.2± - EXST 2" W
ELEV: 157.0±
STA: 45+11.8± - EXST 2" W
ELEV: 156.4±
STA: 45+65.9± - EXST 2" W
ELEV: 155.6±
STA: 46+19.5± - EXST 2" W
ELEV: 154.8±
STA: 46+77.6± - EXST 2" W
ELEV: 154.6±
STA: 47+26.4± - EXST 2" W
ELEV: 153.9±
STA: 47+82.6± - EXST 2" W
ELEV: 153.7±
STA: 48+37.1± - EXST 2" W
ELEV: 153.0±
STA: 48+87.1± - EXST 2" W
ELEV: 152.8±
STA: 46+83.8± - EXST GAS LAT
ELEV: 154.9±
STA: 47+51.4± - EXST GAS LAT
ELEV: 153.7±
STA: 47+75.9± - EXST GAS LAT
ELEV: 154.1±
STA: 48+28.8± - EXST GAS LAT
ELEV: 153.1±
STA: 48+75.7± - EXST GAS LAT
ELEV: 152.7±
EXST
STA: 47+99.4± - EXST ELECT
ELEV: 155.2±
SSMH C04-136
STA: 40+20.97
10" INV IN: 147.17 (N)
8" INV IN: 154.47 (E)
14" INV OUT: 147.17 (S)
RIM: 159.57
EXST
EXST
14" HDPE S: -0.10%
STA: 43+94.3± - EXST SS
STA: 44+16.8± - EXST 4" SS
STA: 41+88.5± - EXST 4" SS
STA: 42+48.2± - EXST 4" SS
STA: 47+16.6± - EXST 4" SS
STA: 47+31.2± - EXST 4" SS
STA: 47+93.9± - EXST 4'" SS
STA: 48+42.5± - EXST 4" SS
STA: 48+91.1± - EXST 4" SS
STA: 41+73.8± - EXST 4" SS
STA: 41+19.2± - EXST 4" SS
STA: 43+47.7± - EXST 6" W
ELEV: 158.1±
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-03.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-03.DWG 10:58:114/22/24
C-03

CIVIL A CORREA

A CORREA

K ALACON

ATKINSON ST

PLAN AND PROFILE
40+00 TO 49+00
23-056
10 PLAN
1"=40'

PROFILE
1"=40' HORIZ
1"=5' VERT
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
FIG ST

ATKINSON ST
ELM ST
ELM ST
EG

W DURANTA ST
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM
CONSTRUCTION RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. VCP TO BE USED FOR OPEN CUT.

7. CITY TO CORE AND INSTALL BELLS AT EXISTING
MANHOLES. CONTRACTOR SHALL COORDINATE WITH CITY
AND WAIT 24-HOURS PRIOR TO CONNECTING TO BELL.

8. OPEN CUT TRENCHING SHALL BE PER CITY OF ROSEVILLE
STD DTL SS-1.

9. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD
DTL SS-4.

10.CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

AND RESIDENTS AS IDENTIFIED AT THE FREQUENCY
LISTED BELOW:
30 DAYS - DOOR HANGER, COMMERCIAL ONLY
14 DAYS - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
7 DAYS - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
3 DAYS - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

11. SEE DRAWING C-10 FOR ATKINSON WORK ZONE PLAN.

PIPE BURSTING
SEE NOTE 5

MANDATORY

OPEN CUT
SEE NOTE 6
AND 8
1 SD-01
1 SD-01
SEE NOTE 7
1 SD-01
LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED

CAP/ABANDON

SSSS
SS
W
W

W W W W
W
W

W W W W W W W W W W W W W

W W W W W
W
W
SDSD

XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO

GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS

GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
49+00 50+00 51+00 52+00
53+00
53+50

HICKORY ST

ATKINSON ST

HICKORY ST
321 ATKINSON ST
012-161-017
319 ATKINSON ST
012-161-013
317 ATKINSON ST
012-161-012
315 ATKINSON ST
012-161-011
313 ATKINSON ST
012-161-010
309 ATKINSON ST
012-161-009
307 ATKINSON ST
012-161-021
305 ATKINSON ST
012-161-020
310 ATKINSON ST
012-044-012
308 ATKINSON ST
012-044-013
306 ATKINSON ST
012-044-014
304 ATKINSON ST
012-044-015
302 ATKINSON ST
012-044-016
300 ATKINSON ST
012-044-017
1000 HICKORY ST
012-064-018
1002 HICKORY ST
012-064-019
1003 HICKORY ST
012-065-002
214 ATKINSON ST
012-065-003
318 ATKINSON ST
012-165-001
310 HICKORY ST
012-065-012
1002 CIRCUIT DR
012-065-011
936 CIRCUIT DR
012-061-007
102 ATKINSON ST
012-010-049
215 ATKINSON ST
012-165-009
211 ATKINSON ST
012-165-008
207 ATKINSON ST
012-165-007
203 ATKINSON ST
012-165-010
1006 CIRCUIT DR
012-065-003
1010 CIRCUIT DR
012-065-004
1014 CIRCUIT DR
012-065-005
303 IVY ST
012-065-006
932 CIRCUIT DR
012-061-006
930 CIRCUIT DR
012-061-005
SSMH C04-025
STA: 49+14.12
RIM: 156.14
SSMH C04-203
STA: 52+54.27
RIM: 154.37
SSMH C04-204
RIM: 153.34
SSMH-02(NEW)
STA: 53+45.68
RIM: 153.67
SSMH C04-217
RIM: 155.20
SSMH C04-217A
RIM: 155.07
MATCHLINE - 49+00
SEE DWG C-03
125
130
135
140
145
150
155
160
165
170
125
130
135
140
145
150
155
160
165
170
49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 14" HDPE S: -0.15%
MATCHLINE - 49+00
SEE DWG C-03
INV ELEV: 145.53
(EX)10" VCP S: -0.15%
SSMH C04-203
STA: 52+54.18
14" INV IN: 144.97 (N)
10" INV OUT: 144.92 (E)
15" INV OUT: 144.87 (W)
RIM: 154.37
STA: 49+30.9± - EXST W
ELEV: 152.8±
STA: 50+32.6± - EXST GAS
ELEV: 152.3±
STA: 50+39.3± - EXST W
ELEV: 152.4±
STA: 51+05.8± - EXST GAS
ELEV: 151.7±
STA: 51+12.2± - EXST W
ELEV: 151.8±
STA: 52+36.3± - EXST W
ELEV: 148.8±
SSMH C04-025
STA: 49+14.12
14" INV IN: 145.54 (N)
14" INV OUT: 145.49 (S)
RIM: 156.14

EXST TO BE CAPPED
STA: 49+40.6± - EXST 4" SS
STA: 49+89.3± - EXST 4" SS
STA: 50+44.7± - EXST 4" SS
STA: 51+01.3± - EXST 4" SS
STA: 51+47.5± - EXST 4" SS
SSMH-02 (NEW)
STA: 53+45.68
SS LAT INV IN: 144.79 (N)
RIM: 153.67
EXST TO BE CAPPED10" INV IN: 144.79 (W)
10" INV OUT: 144.79 (E)
STA: 53+19.8± - EXST W
ELEV: 150.6±
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-04.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-04.DWG 11:01:504/22/24
C-04

CIVIL A CORREA

A CORREA

K ALACON

ATKINSON ST

PLAN AND PROFILE
49+00 TO 53+50
23-056
11 PLAN
1"=40'

PROFILE
1"=40' HORIZ
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
EG
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. VCP TO BE USED FOR OPEN CUT.

7. OPEN CUT TRENCHING SHALL BE PER CITY OF ROSEVILLE
STD DTL SS-1.

8. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD
DTL SS-4.

9. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

10.SEE DRAWING C-10 FOR ATKINSON WORK ZONE PLAN.

PIPE BURSTING
SEE NOTE 5
SEE DWG C-02 FOR

HICKORY ST

IMPROVEMENTS
EXISTING 10" SEWER MAIN TO

BE CAPPED AND ABANDONEDSEE SSMH CONSTRUCTION NOTES
LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED

CAP/ABANDON
SSMH CONSTRUCTION NOTES:

1. CONTRACTOR TO INSTALL NEW MANHOLE PRIOR TO
ABANDONMENT OF 10" SS.

2. NEW SSMH PER CITY OF ROSEVILLE STD DTL SS-2 AND
SS-3, UNLESS OTHERWISE SPECIFIED.
1 SD-01
4 SD-01

SS
SS
SS
SS
SS
SS
W

W W W W W W W W W W W W W W W
W
WWW
W

W W W W W W W W W W
XO
XO

XOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXO XO
XO
XOXO
XOXO

XOXOXOXOXOXOXOXOXO
XO
XO
XO
XO
XO

XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO
XO

EEEEEEEEEEEEEEEEEEE
GAS
GAS
GAS
GAS
SS
W
W
W
W
W
170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00
100 ATKINSON ST
012-010-050
103 ATKINSON ST
012-181-010
1400 CHURCH ST
012-181-009
1401 CHURCH ST
473-060-00298 ATKINSON ST
473-050-002
1342 CHURCH ST
012-183-018
1316 CHURCH ST
012-183-017
1314 CHURCH ST
012-183-016
1312 CHURCH ST
012-183-015
1310 CHURCH ST
012-183-014
1308 CHURCH ST
012-183-013
1306 CHURCH ST
012-183-012
1302 CHURCH ST
012-183-011 109 IVY ST
012-183-010
113 IVY ST
012-183-009
100 IVY ST012-184-057
000 CHURCH ST
473-060-001
105 ATKINSON ST
012-181-011
109 ATKINSON ST
012-181-012

CIRCUIT DR
012-181-008
104 IVY ST012-184-056
108 IVY ST012-184-055
112 IVY ST012-184-054
012-184-053
SSMH B04-006
STA: 171+74.41
RIM: 157.68
SSMH B04-007
STA: 173+29.96
RIM: 160.38
125
130
135
140
145
150
155
160
165
170
125
130
135
140
145
150
155
160
165
170
170+00 170+50 171+00 171+50 172+00 172+50 173+00 173+50 174+00 174+50 175+00 175+50 176+00 176+50 177+00 177+50 178+00 178+50 179+00 MATCHLINE - 179+00
SEE DWG C-06
INV ELEV: 143.97
(EX)12" VCP (EX)12" VCP S: -0.35%
(EX)12" VCP S: -0.15%
18" HDPE S: -0.35%
18" HDPE S: -0.15%
SSMH B04-006
STA: 171+74.41
10" INV IN: 143.13 (N)
18" INV IN: 142.38 (E)
12" INV OUT: 142.43 (W)
12" INV OUT: 143.53 (SW)
RIM: 157.68
SSMH B04-007
STA: 173+29.96
18" INV IN: 143.13 (E)
4" INV IN: 155.28 (NE)
18" INV OUT: 142.93 (W)
RIM: 160.38
EXST
EXST
EXST
EXST
STA: 172+26.8± - EXST GAS
ELEV: 155.3±
STA: 173+41.7± - EXST W
ELEV: 156.1±
STA: 173+97.7± - EXST W
ELEV: 157.5±
STA: 177+11.9± - EXST SS
STA: 177+97.5± - EXST 4" SS
STA: 174+03.0± - EXST 4" SS
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-05.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-05.DWG 11:03:224/22/24
C-05

CIVIL A CORREA

A CORREA

K ALACON

CHURCH ST

PLAN AND PROFILE
170+00 TO 179+00
23-056
12 PLAN
1"=40'

PROFILE
1"=40' HORIZ
1"=5' VERT
MATCHLINE - 179+00
SEE DWG C-06
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

CIRCUIT DR

ATKINSON ST

CHURCH ST
IVY ST

VINEYARD RD
EG
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 12" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD
DTL SS-4.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

8. CONTRACTOR TO HAVE A-FRAME SIGNS WITH
NOTIFICATION OF WORK SET UP 72-HOURS IN ADVANCE.

9. SEE DRAWING C-11 FOR CHURCH ST WORK ZONE PLAN.

PIPE BURSTING
SEE NOTE 5
LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED

CAP/ABANDON

CAUTION

OVERHEAD

POWER LINE

CAUTION

OVERHEAD

POWER LINE

CAUTION

OVERHEAD

POWER LINE
1 SD-01

SS
SS
SS
SS
SS
SS SS
W
WW
WW
WWW
W

W W W W W W
W
W
W

W W W W W W W W W W W W
W
W
W

XOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXO

XOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXO XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO

XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO E
E
E
E
W
W W W
SSMH B04-008
STA: 179+42.18
RIM: 151.42 SSMH B04-302
STA: 180+00.68
RIM: 151.83
SSMH B04-301
STA: 181+49.55
RIM: 153.31
SSMH C04-233
STA: 183+11.67
RIM: 154.40
SSMH C04-229
STA: 186+21.83
RIM: 155.36
178+00
179+00
180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 1306 CHURCH ST012-183-012
1302 CHURCH ST012-183-011
109 IVY ST
012-183-010
113 IVY ST
012-183-009
012-184-058
100 IVY ST
012-184-057
012-184-059
101 HICKORY ST
012-184-010
1122 CHURCH ST012-185-013 1118 CHURCH ST012-185-012 1114 CHURCH ST012-185-011 1110 CHURCH ST012-185-024 1106 CHURCH ST012-185-025 1020 CHURCH ST012-171-014 1012 CHURCH ST012-171-013 1008 CHURCH ST012-171-029 1004 CHURCH ST012-171-030 013-250-016 013-250-016
104 IVY ST
012-184-056
108 IVY ST
012-184-055
112 IVY ST
012-184-054
116 IVY ST
012-184-053
120 IVY ST
012-184-052
105 HICKORY ST
012-184-011
109 HICKORY ST
012-184-012
113 HICKORY ST
012-184-013
117 HICKORY ST
012-184-014
121 HICKORY ST
012-184-015
MATCHLINE - 179+00SEE DWG C-05
MATCHLINE - 188+00
SEE DWG C-07
125
130
135
140
145
150
155
160
165
170
125
130
135
140
145
150
155
160
165
170
179+00 179+50 180+00 180+50 181+00 181+50 182+00 182+50 183+00 183+50 184+00 184+50 185+00 185+50 186+00 186+50 187+00 187+50 188+00 18" HDPE
S: -0.15%
SSMH B04-008
STA: 179+42.18
18" INV IN: 144.12 (NE)
8" INV IN: 146.67 (SE)
18" INV OUT: 144.07 (W)
RIM: 151.42
18" HDPE S: -0.45%
SSMH B04-302
STA: 180+00.68
18" INV IN: 144.38 (NE)
6" INV IN: 145.43 (NW)
18" INV OUT: 144.38 (SW)
RIM: 151.83
18" HDPE S: -0.29%
SSMH B04-301
STA: 181+49.55
18" INV IN: 144.81 (NE)
6" INV IN: 145.31 (NW)
18" INV OUT: 144.81 (SW)
RIM: 153.31
18" HDPE S: -0.21%
SSMH C04-233
STA: 183+11.67
18" INV IN: 145.15 (NE)
8" INV IN: 145.75 (NW)
18" INV OUT: 145.15 (SW)
RIM: 154.40
18" HDPE S: -0.25%
SSMH C04-229
STA: 186+21.83
18" INV IN: 145.91 (NE)
6" INV IN: 146.21 (NW)
18" INV OUT: 145.91 (SW)
RIM: 155.36
18" HDPE S: -0.22%
MATCHLINE - 179+00
SEE DWG C-05
CL ELEV: 143.97
MATCHLINE - 188+00
SEE DWG C-07
CL ELEV: 146.30
(EX)12" VCP
S: -0.15%
(EX)12" VCP
S: -0.45%
STA: 179+59.3± - EXST 12" W
ELEV: 147.0±
STA: 180+53.7± - EXST W
ELEV: 148.9±
STA: 181+53.4± - EXST W
ELEV: 149.5±
STA: 183+23.0± - EXST W
ELEV: 150.9±
EXST
EXST
EXST
EXST
EXST
STA: 180+57.7± - EXST SS
STA: 180+62.7± - EXST SS
STA: 180+85.5± - EXST SS
STA: 181+12.7± - EXST SS
STA: 181+33.2± - EXST SS
STA: 181+37.7± - EXST SS
STA: 181+63.7± - EXST SS
STA: 181+87.9± - EXST SS
STA: 182+12.8± - EXST SS
STA: 182+35.3± - EXST SS
STA: 182+62.1± - EXST SS
STA: 183+71.9± - EXST SS
STA: 183+88.9± - EXST SS
STA: 184+01.0± - EXST SS
STA: 184+22.8± - EXST SS
STA: 184+48.0± - EXST SS
STA: 184+68.0± - EXST 4" SS
STA: 184+69.6± - EXST SS
STA: 184+97.0± - EXST SS
STA: 185+18.9± - EXST SS
STA: 185+56.9± - EXST SS
STA: 185+67.0± - EXST SS
STA: 186+32.2± - EXST SS
STA: 186+80.2± - EXST SS
STA: 186+91.3± - EXST SS
STA: 186+95.9± - EXST 4" SS
STA: 187+04.8± - EXST SS
STA: 187+32.0± - EXST SS
STA: 187+54.8± - EXST SS
STA: 187+79.7± - EXST SS
(EX)12" VCP S: -0.22%
(EX)12" VCP S: -0.25%
(EX)12" VCP S: -0.29% (EX)12" VCP S: -0.21%
STA: 182+86.8± - EXST E
ELEV: 150.6±
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-06.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-06.DWG 11:04:494/22/24
C-06

CIVIL A CORREA

A CORREA

K ALACON

CHURCH ST

PLAN AND PROFILE
179+00 TO 188+00
23-056
13 PLAN
1"=40'

PROFILE
1"=40' HORIZ
1"=5' VERT
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

PICKWICK ALY

CHURCH ST
IVY ST

HICKORY ST

GRAPE ST
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 12" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD
DTL SS-4.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

8. SEE DRAWING C-11 FOR CHURCH ST WORK ZONE PLAN.

PIPE BURSTING
SEE NOTE 5
EG
LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED

CAP/ABANDON
1 SD-01

188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 SSMH C04-220
STA: 192+39.56
RIM: 156.96
SSMH C04-197
STA: 195+47.23
RIM: 156.76
1008 CHURCH ST012-171-029 1004 CHURCH ST012-171-030 012-171-031 916 CHURCH ST012-172-012 908 CHURCH ST012-172-032 900 CHURCH ST012-172-009 100 ELM ST012-173-006
108 ELM ST012-173-007
812 CHURCH ST012-173-005 808 CHURCH ST012-173-008 804 CHURCH ST012-173-009 800 CHURCH ST012-173-003 720 CHURCH ST012-143-012 712 CHURCH ST012-143-011 704 CHURCH ST012-143-010 013-250-016
013-250-016
SS
SS
SS
SS

W W W W W W W W W W W W W W W W

W W W W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W

XOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXO

XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO W
SSMH C04-224
STA: 189+31.24
RIM: 156.33
125
130
135
140
145
150
155
160
165
170
125
130
135
140
145
150
155
160
165
170
188+00 188+50 189+00 189+50 190+00 190+50 191+00 191+50 192+00 192+50 193+00 193+50 194+00 194+50 195+00 195+50 196+00 196+50 197+00 18" HDPE S: -0.22%
SSMH C04-224
STA: 189+31.24
18" INV IN: 146.58 (NE)
6" INV IN: 151.98 (NW)
18" INV OUT: 146.58 (SW)
RIM: 156.33
18" HDPE S: -0.24%
SSMH C04-220
STA: 192+39.56
18" INV IN: 147.37 (NE)
6" INV IN: 148.95 (NW)
18" INV OUT: 147.32 (SW)
RIM: 156.96
18" HDPE S: -0.26%
SSMH C04-197
STA: 195+47.23
14" INV IN: 148.36 (NE)
10" INV IN: 148.36 (NW)
18" INV OUT: 148.16 (SW)
RIM: 156.76
14" HDPE S: -0.09%
MATCHLINE - 197+00
SEE DWG C-08
INV ELEV: 148.50
MATCHLINE - 188+00
SEE DWG C-06
CL ELEV: 146.30
EXST
EXST
EXST
STA: 188+31.7± - EXST SS
STA: 188+56.3± - EXST SS
STA: 188+78.8± - EXST SS
STA: 189+42.1± - EXST SS
STA: 189+92.0± - EXST SS
STA: 190+16.7± - EXST SS
STA: 190+42.1± - EXST SS
STA: 190+69.2± - EXST 6" SS
STA: 190+73.7± - EXST SS
STA: 190+89.7± - EXST SS
STA: 191+19.8± - EXST SS
STA: 191+42.1± - EXST SS
STA: 191+67.2± - EXST SS
STA: 191+89.8± - EXST SS
STA: 192+47.7± - EXST SS
STA: 192+96.9± - EXST SS
STA: 193+14.8± - EXST 4" SS
STA: 193+24.2± - EXST SS
STA: 193+52.4± - EXST SS
STA: 193+77.5± - EXST SS
STA: 194+07.2± - EXST SS
STA: 194+10.0± - EXST SS
STA: 194+27.9± - EXST SS
STA: 194+50.2± - EXST SS
STA: 194+75.3± - EXST SS
STA: 195+00.8± - EXST SS
STA: 195+19.9± - EXST SS
STA: 195+75.3± - EXST SS
STA: 196+09.8± - EXST SS
STA: 196+56.9± - EXST 4" SS
STA: 196+61.5± - EXST SS
STA: 196+63.5± - EXST SS
STA: 196+70.7± - EXST SS
STA: 196+90.1± - EXST SS
STA: 188+06.7± - EXST SS
(EX)10" VCP S: -0.09%
(EX)12" VCP S: -0.24% (EX)12" VCP S: -0.26%
(EX)12" VCP S: -0.22%
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-07.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-07.DWG 11:05:334/22/24
C-07

CIVIL A CORREA

A CORREA

K ALACON

CHURCH ST

PLAN AND PROFILE
188+00 TO 197+00
23-056
14 PLAN
1"=40'

PROFILE
1"=40' HORIZ
1"=5' VERT
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

DURANTA ST

CHURCH ST
FIG ST
ELM ST
MATCHLINE - 188+00
SEE DWG C-06
MATCHLINE - 197+00
SEE DWG C-08

UPRR ENTRANCE
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 12" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

7. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD
DTL SS-4.

8. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

9. SEE DRAWING C-12 FOR CHURCH ST WORK ZONE PLAN

PIPE BURSTING
SEE NOTE 5

PIPE BURSTING
SEE NOTE 6
EG
LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED

CAP/ABANDON
1 SD-01
1 SD-01

SS
SS
SS
SS

W W W W W W W W W
W
W
W
W
W
W

W W W W W W W
W
W
W
W
W
W
W

XOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXOXO

XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
XO
W
197+00 198+00 199+00 200+00 201+00 202+00
SSMH C04-189
STA: 198+66.60
RIM: 157.45
SSMH C04-183
STA: 201+69.14
RIM: 158.17
712 CHURCH ST012-143-011 704 CHURCH ST012-143-010 616 CHURCH ST012-144-013 608 CHURCH ST012-144-012 604 CHURCH ST012-144-011 CHURCH ST012-144-010 512 CHURCH ST012-151-009 510 CHURCH ST012-151-008 506 CHURCH ST012-151-007
504 CHURCH ST012-151-006
CHURCH ST012-151-005
013-250-016
405 CHURCH ST
012-152-011
102 ASH ST
012-152-012
108 ASH ST
012-152-013
112 ASH ST
012-152-014
116 ASH ST
012-152-015
118 ASH ST
012-152-016
125
130
135
140
145
150
155
160
165
170
125
130
135
140
145
150
155
160
165
170
197+00 197+50 198+00 198+50 199+00 199+50 200+00 200+50 201+00 201+50 202+00 202+50 14" HDPE S: -0.09%
SSMH C04-189
STA: 198+66.60
14" INV IN: 148.80 (NE)
6" INV IN: 149.60 (NW)
14" INV OUT: 148.65 (SW)
RIM: 157.45
14" HDPE S: -0.24%
SSMH C04-183
STA: 201+69.14
10" INV IN: 149.52 (NE)
6" INV IN: 153.77 (NW)
14" INV OUT: 149.52 (SW)
RIM: 158.17
10" HDPE S: -0.26%
MATCHLINE - 197+00
SEE DWG C-07
CL ELEV: 148.50
EXST
EXST
EXST
STA: 197+16.8± - EXST SS
STA: 197+36.7± - EXST SS
STA: 197+41.2± - EXST SS
STA: 197+67.2± - EXST SS
STA: 197+71.2± - EXST SS
STA: 197+88.1± - EXST SS
STA: 198+17.7± - EXST SS
STA: 198+72.7± - EXST SS
STA: 199+19.7± - EXST SS
STA: 199+34.4± - EXST SS
STA: 199+69.0± - EXST SS
STA: 199+91.1± - EXST SS
STA: 200+23.2± - EXST SS
STA: 200+29.7± - EXST 4" SS
STA: 200+45.3± - EXST SS
STA: 200+50.4± - EXST SS
STA: 200+75.3± - EXST SS
STA: 200+88.7± - EXST SS
STA: 200+97.3± - EXST SS
STA: 201+19.4± - EXST SS
(EX)10" VCP S: -0.09%
(EX)10" VCP S: -0.24%
40 8040
SCALE 1"=40'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 23056D-C-08.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-08.DWG 11:06:144/22/24
C-08

CIVIL A CORREA

A CORREA

K ALACON

CHURCH ST

PLAN AND PROFILE
197+00 TO 202+50
23-056
15 PLAN
1"=40'

PROFILE
1"=40' HORIZ
1"=5' VERT
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
ASH ST

CHURCH ST

CEDAR ST

BIRCH ST
MATCHLINE - 197+00
SEE DWG C-07
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM
CONSTRUCTION RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. LATERAL REINSTATEMENT PER CITY OF ROSEVILLE STD
DTL SS-4.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

8. SEE DRAWING C-12 FOR CHURCH ST WORK ZONE PLAN.

PIPE BURSTING
SEE NOTE 5
EG

CONTRACTOR TO REPLACE
(EX) PAVED CROSSWALK

IN-KIND AS NEEDED
LEGEND

ACTIVE REINSTATE

CAPPED/ABANDONED

BLOCKED

CAP/ABANDON
SSMH C04-168
RIM: 158.40
1 SD-01

BRENTWOOD RDAMBERWOOD RD
X X X
X
10+00 11+00 12+00 13+00 14+00 15+00

PORTER DR HICKORY ST
MATCHLINE - 15+50

SEE BELOW LEFT

ATKINSON ST

BROOKWOOD RD
X

X X X X
XXX
X
X X X
16+00 17+00 18+00 19+00
20+00

HICKORY ST
MATCHLINE - 15+50

SEE ABOVE RIGHT
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
20 4020
SCALE 1"=20'
0 FEET
HORIZ
NORTH
FILENAME: 23056D-C-09.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-09.DWG 11:16:394/22/24
C-09

CIVIL A CORREA
B. DALEY

K ALACON

HICKORY ST

WORK ZONE
23-056
16 HICKORY ST WORK ZONE PLAN
1"=20'
LEGEND

WORK ZONE
STAGING AREA NOTES:

1. PLACE BRIGHTLY COLORED ESA FENCING

ALONG THE BOUNDARY AREA OF WHAT IS

UNSUITABLE FOR CONSTRUCTION/LAYDOWN
AREA.

2. ADDITIONAL LAYDOWN AREA IS AVAILABLE AT
1800 BOOTH ROAD. CONTRACTOR TO
COORDINATE WITH CITY OF ROSEVILLE.

HICKORY ST WORK ZONE NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 1090 LF

4. APPROX. WORK AREA: 26700 SF

5. ANTICIPATED DURATION: 20-30 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

OPEN CUT TRENCHING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP
NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

HICKORY ST WORK ZONE PLAN
1"=20'

40+00 41+00 42+00 43+00
44+00 45+00 46+00 47+00 48+00
MATCHLINE - 48+00

SEE BELOW LEFT
46+00 47+00 48+00 49+00 50+00 51+00 52+00
53+00
53+50
MATCHLINE - 48+00

SEE ABOVE RIGHT
40 8040
SCALE 1"=40'
0 FEET
HORIZ
NORTH
FILENAME: 23056D-C-10.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-10.DWG 11:18:304/22/24
C-10

CIVIL A CORREA

A CORREA

K ALACON

ATKINSON ST
WORK ZONE 1 AND 2
23-056
17 ATKINSON ST WORK ZONE 1 PLAN
1"=40'
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

ATKINSON ST
ELM ST
ELM ST

W DURANTA ST
STAGING AREA NOTES:

1. PLACE BRIGHTLY COLORED ESA FENCING

ALONG THE BOUNDARY AREA OF WHAT IS

UNSUITABLE FOR CONSTRUCTION/LAYDOWN
AREA.

2. ADDITIONAL LAYDOWN AREA IS AVAILABLE AT
1800 BOOTH ROAD. CONTRACTOR TO
COORDINATE WITH CITY OF ROSEVILLE.

ATKINSON ST WORK ZONE 1 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 1420 LF

4. APPROX. WORK AREA: 13010 SF

5. ANTICIPATED DURATION: 30-35 DAYS PLUS
SURFACE RESTORATION.

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP
NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

ATKINSON ST
FIG ST

HICKORY ST

HICKORY ST
FIG ST
ATKINSON ST WORK ZONE 2 PLAN
1"=40'
LEGEND

WORK ZONE
ATKINSON ST WORK ZONE 2 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 1160 LF

4. APPROX. WORK AREA: 11430 SF

5. ANTICIPATED DURATION: 30-35 DAYS PLUS
SURFACE RESTORATION.

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP

170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00
100 ATKINSON ST
012-010-050
103 ATKINSON ST
012-181-010
1400 CHURCH ST
012-181-009
1401 CHURCH ST
473-060-00298 ATKINSON ST
473-050-002
1342 CHURCH ST
012-183-018
1316 CHURCH ST
012-183-017
1314 CHURCH ST
012-183-016
1312 CHURCH ST
012-183-015
1310 CHURCH ST
012-183-014
1308 CHURCH ST
012-183-013
1306 CHURCH ST
012-183-012
1302 CHURCH ST
012-183-011 109 IVY ST
012-183-010
113 IVY ST
012-183-009
012-184-058
100 IVY ST012-184-057
000 CHURCH ST
473-060-001
105 ATKINSON ST
012-181-011
109 ATKINSON ST
012-181-012

CIRCUIT DR
012-181-008
104 IVY ST012-184-056
108 IVY ST012-184-055
112 IVY ST012-184-054
116 IVY ST012-184-053
120 IVY ST012-184-052
124 IVY ST012-184-051
MATCHLINE - 179+42.46

SEE BELOW LEFT
180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 109 IVY ST
012-183-010
113 IVY ST
012-183-009
012-184-058
100 IVY ST
012-184-057
012-184-059
101 HICKORY ST
012-184-010
1122 CHURCH ST012-185-013 1118 CHURCH ST012-185-012 1114 CHURCH ST012-185-011 1110 CHURCH ST012-185-024 1106 CHURCH ST012-185-025 1020 CHURCH ST012-171-014 1012 CHURCH ST012-171-013 013-250-016 013-250-016
104 IVY ST
012-184-056
108 IVY ST
012-184-055
112 IVY ST
012-184-054
116 IVY ST
012-184-053
120 IVY ST
012-184-052
105 HICKORY ST
012-184-011
109 HICKORY ST
012-184-012
113 HICKORY ST
012-184-013
117 HICKORY ST
012-184-014
121 HICKORY ST
012-184-015
MATCHLINE - 179+42.46SEE ABOVE RIGHT
40 8040
SCALE 1"=40'
0 FEET
HORIZ
NORTH
FILENAME: 23056D-C-11.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-11.DWG 11:19:174/22/24
C-11

CIVIL A CORREA

A CORREA

K ALACON

CHURCH ST
WORK ZONE 1 AND 2
23-056
18 CHURCH ST WORK ZONE 1 PLAN
1"=50'
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
STAGING AREA NOTES:

1. PLACE BRIGHTLY COLORED ESA FENCING

ALONG THE BOUNDARY AREA OF WHAT IS

UNSUITABLE FOR CONSTRUCTION/LAYDOWN
AREA.

2. ADDITIONAL LAYDOWN AREA IS AVAILABLE AT
1800 BOOTH ROAD. CONTRACTOR TO
COORDINATE WITH CITY OF ROSEVILLE.

CHURCH ST WORK ZONE 1 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 770 LF

4. APPROX. WORK AREA: 30980 SF

5. ANTICIPATED DURATION: 15-20 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP
NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

CHURCH ST WORK ZONE 2 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 690 LF

4. APPROX. WORK AREA: 16600 SF

5. ANTICIPATED DURATION: 15-20 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURE AND DETOUR

8. FLOW CONTROL: BYPASS PUMP
NORTH
CHURCH ST WORK ZONE 2 PLAN
1"=40'

CIRCUIT DR

CHURCH ST

ATKINSON ST

VINEYARD RD

ATKINSON ST
IVY ST
IVY ST

PICKWICK ALY

HICKORY ST

GRAPE ST

CHURCH ST
50 10050
SCALE 1"=50'
0 FEET
HORIZ
LEGEND

WORK ZONE
186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 1106 CHURCH ST012-185-025 1020 CHURCH ST012-171-014 1012 CHURCH ST012-171-013 1008 CHURCH ST012-171-029 1004 CHURCH ST012-171-030 012-171-031 916 CHURCH ST012-172-012 908 CHURCH ST012-172-032 900 CHURCH ST012-172-009 100 ELM ST012-173-006
108 ELM ST012-173-007
012-173-005
013-250-016
013-250-016
192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 900 CHURCH ST012-172-009
100 ELM ST012-173-006
108 ELM ST012-173-007
812 CHURCH ST012-173-005 808 CHURCH ST012-173-008 804 CHURCH ST012-173-009 800 CHURCH ST012-173-003 720 CHURCH ST012-143-012 712 CHURCH ST012-143-011 704 CHURCH ST012-143-010 616 CHURCH ST012-144-013 013-250-016
195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00 804 CHURCH ST012-173-009 800 CHURCH ST012-173-003 720 CHURCH ST012-143-012 712 CHURCH ST012-143-011 704 CHURCH ST012-143-010 616 CHURCH ST012-144-013 608 CHURCH ST012-144-012 604 CHURCH ST012-144-011 CHURCH ST012-144-010 013-250-016 013-250-016
40 8040
SCALE 1"=40'
0 FEET
HORIZ
FILENAME: 23056D-C-12.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-12.DWG 11:20:104/22/24
C-12

CIVIL A CORREA

A CORREA

K ALACON

CHURCH ST
WORK ZONE 3, 4 AND 5
23-056
19 CHURCH ST WORK ZONE 3 PLAN
1"=40'
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A STAGING AREA NOTES:

1. PLACE BRIGHTLY COLORED ESA FENCING

ALONG THE BOUNDARY AREA OF WHAT IS

UNSUITABLE FOR CONSTRUCTION/LAYDOWN
AREA.

2. ADDITIONAL LAYDOWN AREA IS AVAILABLE AT
1800 BOOTH ROAD. CONTRACTOR TO
COORDINATE WITH CITY OF ROSEVILLE.

CHURCH ST WORK ZONE 3 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 620 LF

4. APPROX. WORK AREA: 12610 SF

5. ANTICIPATED DURATION: 30-40 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP
NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

NORTH
CHURCH ST WORK ZONE 4 PLAN
1"=40'
CHURCH ST WORK ZONE 5 PLAN
1"=40'
CHURCH ST WORK ZONE 4 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 630 LF

4. APPROX. WORK AREA: 13790 SF

5. ANTICIPATED DURATION: 30-40 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP
CHURCH ST WORK ZONE 5 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 305 LF

4. APPROX. WORK AREA: 13790 SF

5. ANTICIPATED DURATION: 30-40 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS

8. FLOW CONTROL: BYPASS PUMP

GRAPE ST

CHURCH ST
FIG ST
ELM ST
ELM ST

DURANTA ST

CEDAR ST

DURANTA ST

CEDAR ST

BIRCH ST

CHURCH ST

CHURCH ST
LEGEND

WORK ZONE
NO. DATE REVISION BY APVD

CITY OF ROSEVILLE

SCHEDULE B - SIERRA COLLEGE BLVD
CHURCH STREET AND PUMP STATION 26 COLLECTION SYSTEM IMPROVEMENTS PROJECT A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
FILENAME: 23056D-C-13.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\23056D-C-13.DWG 11:21:194/22/24
C-13

CIVIL A CORREA

A CORREA

K ALACON

SCHEDULE B - SIERRA COLLEGE BLVD
23-056
20 1+00
2+00
3+00
3+29
CP
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+0034+15 20 4020
SCALE 1"=20'
0 FEET
50 10050
SCALE 1"=50'
0 FEET
NORTH
FILENAME: 2060D-C-14.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-14.DWG 11:22:414/22/24
C-14

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PROJECT OVERVIEW AND KEY MAP
23-056
21 NORTH

PUMP STATION KEY MAP
1"=20'

SANITARY SEWER KEY MAP
1"=50'

SIERRA COLLEGE BLVD

EAST ROSEVILLE PARKWAY

SIERRA COLLEGE BLVD

SIERRA COLLEGE BLVD SIERRA COLLEGE BLVD

EUREKA RD

BASIS OF BEARINGS

THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 2, GRID NORTH AND WAS

ESTABLISHED FROM GPS OBSERVATIONS FROM THE
CALIFORNIA NETWORK OF MONUMENTS.

BENCHMARK
CITY OF ROSEVILLE BENCHMARK NO. 38. A 3/4" BRASS
DISC STAMPED 2018 PLS 8728, IN TOP OF CURB AT DRAIN

INLET AT NORTHEAST CORNER OF SIERRA COLLEGE
BOULEVARD AND EAST ROSEVILLE PARKWAY.

ELEVATION: 243.62' DATUM: NAVD88

BENCHMARK
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
PUMP STATION NO. 26 IMPROVEMENTS

ARE NOT PAR OF THIS CONTRACT

CP
3+29
1+00
2+00
3+00
(EX) MH NO 1
STA: 2+92.59
RIM: 204.54
(EX) WET WELL
STA: 3+28.57
RIM: 203.71±

WEIR MH
STA: 1+20.88
RIM: 205.56
SEE DWG C-10 FOR DETAILS
(EX) MH NO 2
STA: 1+00.00
RIM: 205.72
(205)
(203)
(204)
(EX) MH NO 1
STA: 2+92.59
RIM: 204.54
(EX) WET WELL
STA: 3+28.57
RIM: 203.71±EG
180
185
190
195
200
205
210
215
220
180
185
190
195
200
205
210
215
220
1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25

WEIR MH
STA: 1+20.88
RIM: 205.56
12" INV IN: 194.01 (S)
12" INV OUT: 193.68 (N)
12" PVC PIPE S: -0.72%
12" PVC PIPE S: -0.52%
(EX) PG&E POLE

APPROXIMATE

LOCATION OF
(EX) 2" W

APPROXIMATE

LOCATION OF (EX)
8" SSFM

PG&E TO HOLD

DURING BURSTING
(EX) 10" PVC PIPE S:-0.72%
(EX) 10" PVC PIPE S: 0.71%
(EX) MH NO 2
STA: 1+00.00
RIM: 205.72
12" INV IN: 192.79
12" INV IN: 192.59
12" INV OUT: 194.16 (N)
SEE NOTE 7
12" INV OUT: 192.79

20.88'
171.71'
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 2060D-C-15.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-15.DWG 11:23:544/22/24
C-15

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
0+50 TO 3+30±
23-056
22 SIERRA COLLEGE BLVD
PLAN
1"=20'

PROFILE
1"=20' HORIZ
1"=5' VERT
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS DIP TO BE REPLACED VIA PIPE BURSTING.

6. VCP TO BE USED FOR OPEN CUT. WHERE OPTIONAL OPEN

CUT AREAS ARE COMBINED WITH MANDATORY OPEN CUT

AREAS BETWEEN MANHOLES, THE PIPE MATERIAL SHALL

BE A SIMILAR MATERIAL ALONG THAT ENTIRE SEGMENT,
MANHOLE TO MANHOLE. IF TRENCHLESS IS UTILIZED

THROUGH THE OPTIONAL AREAS, THEN HDPE SHALL BE
USED IN MANDATORY OPEN CUT AREA. IF OPEN CUT IS

UTILIZED THROUGH OPTIONAL AREAS, THEN VCP SHALL
BE USED IN THE MANDATORY OPEN CUT AREA.

7. CITY TO CORE AND INSTALL BELLS AT EXISTING
MANHOLES. CONTRACTOR SHALL COORDINATE WITH CITY
AND WAIT 24-HOURS PRIOR TO CONNECTING TO BELL.

8. OPEN CUT TRENCHING SHALL BE PER CITY OF ROSEVILLE
STD DTL SS-1.

9. SEE WORK ZONE PLAN DRAWING C-22 FOR ALLOWABLE

WORK AREAS FOR PIPE BURSTING AND OPEN CUT
TRENCHING.

10.CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
KEY NOTES:
(NOT ALL NOTES ARE REFERENCED ON EACH DRAWING)

CONTRACTOR TO POTHOLE AND LOCATE SAN JUAN
WATER DISTRICT PIPE(S).1
(EX) PG&E POLE

5.5'

MANDATORY

OPEN CUT
SEE NOTE 6
AND 8

SEE WEIR MANHOLE
DETAIL ON DWG SD-02

CONNECT TO CITY

INSTALLED BELL
(SEE NOTE 7)
PUMPS STATION NO. 26 IMPROVEMENTS

ARE NOT PART OF THIS CONTRACT
1 REPLACE DRIVEWAY IN-KIND

PER CITY OF ROSEVILLE
STD DTL ST-21

REPLACE SIDEWALK IN-KIND
(AS NEEDED) PER CITY OF
ROSEVILLE STD DTL ST-6

PIPE BURSTING
SEE NOTE 5
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
PUMP STATION NO. 26

IMPROVEMENTS ARE

NOT PART OF THIS

CONTRACT
1 SD-01

9+75 10+00 11+00 12+00 13+00 14+00
SSMH-1
STA: 10+23.28
RIM: 254.49
SSMH-2
STA: 14+11.37
RIM: 248.35
MATCHLINE - 14+50
SEE DWG C-17
(250)
220
225
230
235
240
245
250
255
260
265
220
225
230
235
240
245
250
255
260
265
10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 BEGIN
A08-010
STA: 10+23.28
RIM: 254.49
B08-143
STA: 14+11.37
10" INV IN: 242.14 (S)
RIM: 248.35
(EX) 8" PVC PIPE S: -3.57%
EX 12" RCP SD
STA: 13+89.53 -
IN EL: 243.31±
EG
MATCHLINE - 14+50
SEE DWG C-17
INV ELEV: 240.73
10" HDPE PIPE S: -1.61%
10" HDPE PIPE
S: -3.57%
(EX) 8" PVC PIPE S: -1.61%
10" INV OUT: 242.11 (N)
10" INV OUT: 248.39 (N)

17.9'

1.5" CLR
SEE NOTE 5
SEE NOTE 5
426.7'
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
NORTH
FILENAME: 2060D-C-16.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-16.DWG 11:25:224/22/24
C-16

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
BEGIN TO 14+50±
23-056
23 PLAN
1"=20'

PROFILE
1"=20' HORIZ
1"=5' VERT

SIERRA COLLEGE BLVD
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 8" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. VCP TO BE USED FOR OPEN CUT. WHERE OPTIONAL OPEN

CUT AREAS ARE COMBINED WITH MANDATORY OPEN CUT

AREAS BETWEEN MANHOLES, THE PIPE MATERIAL SHALL

BE A SIMILAR MATERIAL ALONG THAT ENTIRE SEGMENT,
MANHOLE TO MANHOLE. IF TRENCHLESS IS UTILIZED

THROUGH THE OPTIONAL AREAS, THEN HDPE/FPVC SHALL
BE USED IN MANDATORY OPEN CUT AREA. IF OPEN CUT IS

UTILIZED THROUGH OPTIONAL AREAS, THEN VCP SHALL
BE USED IN THE MANDATORY OPEN CUT AREA.

7. SEE DRAWING C-22 AND C-23 FOR WORK ZONE 2 PLAN.

8. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

CONTRACTOR SHALL REMOVE
(EX) SD RCP SEGMENT (BELL TO

BELL) DURING PIPE BURSTING

AND RE-LAY UPON COMPLETION
AS NEEDED.

CONTRACTOR SHALL

ENSURE SUFFICIENT

BREAKOUT OF (EX) SSMH

TO ACCOMMODATE SLOPE

TRANSITION AND

CLEARANCE OF
UPSTREAM SD.

A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

CAUTION

OVERHEAD

POWER LINE
1 SD-01

TRAFFIC LOOPS (TYP)

15+00 16+00 17+00 18+00 19+00
SSMH-4
STA: 17+96.67
RIM: 241.94
SSMH-3
STA: 15+61.02
RIM: 245.11
(245)
(242)(242)
(242)
(243)
(244)
(246)
(247)(248)
102.4°'

38.8°'
MATCHLINE - 14+50
SEE DWG C-16
MATCHLINE - 19+00
SEE DWG C-18
220
225
230
235
240
245
250
255
260
265
220
225
230
235
240
245
250
255
260
265
14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 (EX) 8" PVC PIPE S: -3.57%
B08-196
STA: 15+61.02
10" INV IN: 236.76 (S)
RIM: 245.11
(EX) 8" PVC PIPE S: -0.43%
B08-113
STA: 17+96.67
12" INV OUT: 235.67 (N)
RIM: 241.94
(EX) 10" PVC PIPE S: -1.03%

1.4'±
(EX) 18" SD
STA: 16+31.51 -
IN EL: 238.58±

3.5'±

2.1'±

8.5'±
(EX) 54" W
STA: 16+45.23 -
IN EL: 228.20±
(EX) 12" W (SAN JUAN)
STA: 16+74.96 -
IN EL: 239.05±
(EX) 8" W
STA: 17+00.63 -
IN EL: 226.89±
MATCHLINE - 14+50
SEE DWG C-16
INV ELEV: 240.73
MATCHLINE - 19+00
SEE DWG C-18
INV ELEV: 234.61

RELOCATED PG&E
GAS LINE 6"
SEE NOTE 7
STA: 16+97.73 -
IN EL: 239.00±
(EX) DUCT BANK
STA: 16+96.74 -
IN EL: 234.79±
(EX) DUCT BANK
STA: 17+00.87 -
IN EL: 234.80±
2'±
1'±
(EX) CONCRETE ENCASEMENT OVER

ELECTRIC CONDUITS & AROUND DIP
SEWER
(EX) SAND BACKFILL
(EX) MICA INSULATING BOARD PLACED

BETWEEN GAS MAIN AND SAND
BACKFILL.4'-1"±
10" HDPE PIPE S: -3.57%
10" DIP PIPE S: -0.43%
12" HDPE PIPE S: -1.03%
10" INV IN: 235.72 (S)
10" INV OUT: 236.74 (N)
SEE NOTE 5
SEE NOTE 6
111.0' 235.6' 103.3'
(EX) UG
STA: 18+32.67 -
TOP EL: 238.68±
NORTH
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
FILENAME: 2060D-C-17.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-17.DWG 11:33:214/22/24
C-17

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
14+50 TO 19+00±
23-056
24 PLAN
1"=20'
EG
KEY NOTES:
(NOT ALL NOTES ARE REFERENCED ON EACH

DRAWING)

CONTRACTOR SHALL PROTECT EXISTING
WATER LINE IN PLACE. CENTER NEW STICK OF

SEWER PIPE AT WATER MAIN CROSSING PER

SAN JUAN WATER DISTRICT STANDARD WATER

AND SEWER LINE SEPARATION DETAIL ON DWG
SD-8.
1 SIERRA COLLEGE BLVD

EAST ROSEVILLE PARKWAY
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 8" SS DIP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

6. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING
UNLESS OTHERWISE NOTED.

7. (EX) GAS LINE TO BE RELOCATED TO THIS LOCATION
PRIOR TO THIS PROJECT. VERTICAL LOCATION IS NOT
BASED ON AS-BUILTS. CONTRACTOR TO VERIFY VIA
AS-BUILTS PRIOR TO CONSTRUCTION.

8. VCP TO BE USED FOR OPEN CUT. WHERE OPTIONAL OPEN

CUT AREAS ARE COMBINED WITH MANDATORY OPEN CUT

AREAS BETWEEN MANHOLES, THE PIPE MATERIAL SHALL

BE A SIMILAR MATERIAL ALONG THAT ENTIRE SEGMENT,
MANHOLE TO MANHOLE. IF TRENCHLESS IS UTILIZED

THROUGH THE OPTIONAL AREAS, THEN HDPE SHALL BE
USED IN MANDATORY OPEN CUT AREA. IF OPEN CUT IS

UTILIZED THROUGH OPTIONAL AREAS, THEN VCP SHALL
BE USED IN THE MANDATORY OPEN CUT AREA.

9. OPEN CUT TRENCHING SHALL BE PER ROSEVILLE
STANDARD DETAIL SS-1.

10.SEE DRAWING C-22, C-23 AND C-24 OR WORK ZONE 2, 3
AND 4 PLAN

11. CITY TO CORE AND INSTALL BELLS AT EXISTING
MANHOLES. CONTRACTORS SHALL COORDINATE WITH
CITY AND WAIT 24-HOURS PRIOR TO CONNECTION TO
BELL.

12.CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

MANDATORY OPEN CUT AND

CONCRETE ENCASED
SEE NOTE 9 OPEN CUT OPTIONALOPEN CUT OPTIONAL
1CONNECT TO

EXISTING SSMH
STD DTL 40 05 09.12

CONNECT TO

EXISTING SSMH
STD DTL 40 05 09.12

CONNECT TO CITY

INSTALLED BELL
(SEE NOTE 11)

CONNECT TO CITY

INSTALLED BELL
(SEE NOTE 11)
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

TRAFFIC LOOPS (TYP)
1 SD-01
1 SD-01

CAUTION

OVERHEAD

POWER LINE

CAUTION

OVERHEAD

POWER LINE

PROFILE
1"=20' HORIZ
1"=5' VERT

19+00 20+00
21+00
22+00
23+00
SSMH-5
STA: 19+96.14
RIM: 240.67
MATCHLINE - 23+50
SEE DWG C-19
MATCHLINE - 19+00
SEE DWG C-17
(241)
(241)
(242)(242)(242)
(242)
220
225
230
235
240
245
250
255
260
265
220
225
230
235
240
245
250
255
260
265
19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 (EX) 10" PVC PIPE S: -1.03%
B08-105
STA: 19+96.14
12" INV OUT: 233.56 (N)
RIM: 240.68
(EX) 10" PVC PIPE S: -0.53%

2.0'±
EG
MATCHLINE - 19+00
SEE DWG C-17
INV ELEV: 234.61
MATCHLINE - 23+50
SEE DWG C-19
INV ELEV: 231.69
EX 24" SD
STA: 20+46.57 -
IN EL: 236.15±
12" HDPE PIPE S: -1.03%
12" HDPE PIPE S: -0.53%
12" INV IN: 233.62 (S)
SEE NOTE 5
SEE NOTE 5
450.0'
NORTH
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
FILENAME: 2060D-C-18.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-18.DWG 11:33:544/22/24
C-18

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
19+00 TO 23+50±
23-056
25 SIERRA COLLEGE BLVD
PLAN
1"=20'
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING.

6. SEE DRAWING C-24 FOR WORK ZONE 4 PLAN.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

PROFILE
1"=20' HORIZ
1"=5' VERT

24+00 25+00 26+00 27+00 28+00
12" W
12" W
24+00 25+00 26+00 27+00 28+00
SSMH-6
STA: 23+90.59
RIM: 241.97
SSMH-7
STA: 27+91.97
RIM: 243.75
BOV
(242)
(243)
(244)
MATCHLINE - 23+50
SEE DWG C-18
MATCHLINE - 28+00
SEE DWG C-20
220
225
230
235
240
245
250
255
260
220
225
230
235
240
245
250
255
260
23+50 23+75 24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 B08-083
STA: 23+90.59
6" INV IN: 232.21 (E)
8" INV IN: 231.79 (SW)
12" INV IN: 231.47 (S)
RIM: 241.97
12" INV OUT: 231.33 (N)
(EX) 10" PVC PIPE S:- 0.53% (EX) 10" PVC PIPE S: -0.31% (EX) 10" PVC PIPE S: -0.31%
EX 12" W
STA: 23+75.86 -
IN EL: 236.19±
EX 30" SD
STA: 24+21.62 -
IN EL: 235.24±
EX 12" SD
STA: 25+90.06 -
IN EL: 239.37±
MATCHLINE - 23+50
SEE DWG C-18
INV ELEV: 231.69
MATCHLINE - 28+00
SEE DWG C-20
INV ELEV: 229.99
12" HDPE PIPE S: -0.53%
12" HDPE PIPE S:-0.31%
SEE NOTE 5 SEE NOTE 5
SEE NOTE 5
450.0'
EX 12" W
STA: 27+80.13 -
IN EL: 241.28±
B08-077
STA: 27+91.97
6" INV IN: 231.99 (E)
8" INV IN: 230.48 (SW)
RIM: 243.75
12" INV OUT: 230.02 (N)
12" INV IN: 230.10 (S)
NORTH
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
FILENAME: 2060D-C-19.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-19.DWG 11:34:364/22/24
C-19

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
23+50 TO 28+00±
23-056
26 3.8'± 3.0'±

7.8'± 10.3'±
EG

SIERRA COLLEGE BLVD
PLAN
1"=20'

PROFILE
1"=20' HORIZ
1"=5' VERT
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING.

6. SEE DRAWING C-24 FOR WORK ZONE 4 PLAN.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

28+00 29+00 30+00 31+00 32+00
12" W
4" W
28+00 29+00 30+00 31+00 32+00
W
W
ARV
ARV
WV
MATCHLINE - 28+00
SEE DWG C-19
(245)
(245)
SSMH-8
STA: 30+95.06
RIM: 245.00
MATCHLINE - 32+50
SEE DWG C-21
250.0'
215
220
225
230
235
240
245
250
255
260
215
220
225
230
235
240
245
250
255
260
28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 (EX) 10" PVC PIPE S: -0.31%
B08-066
STA: 30+95.06
12" INV IN: 229.07 (S)
RIM: 245.00
(EX) 10" PVC PIPE S: -0.31%
EX 36" SD
STA: 29+49.61 -
IN EL: 239.21±
MATCHLINE - 28+00
SEE DWG C-19
INV ELEV: 229.99
MATCHLINE - 32+50
SEE DWG C-21
INV ELEV: 228.44
12" HDPE PIPE S: -0.31% 12" HDPE PIPE S: -0.31%
12" INV OUT: 228.92 (N)
6" INV IN: 230.95 (E)
SEE NOTE 5
SEE NOTE 5
200.0'

EX TEL
STA: 31+46.72 -
IN EL: 242.50±
NORTH
FILENAME: 2060D-C-20.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-20.DWG 11:35:074/22/24
C-20

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
28+00 TO 32+50±
23-056
27 8.7'±
EG

SIERRA COLLEGE BLVD
PLAN
1"=20'
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM CONSTRUCTION
RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE
TO EXISTING UTILITIES DURING CONSTRUCTION.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING.

6. SEE DRAWING C-24 AND C-25 FOR WORK ZONE 4 AND 5
PLAN.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL

12.9'±
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

PROFILE
1"=20' HORIZ
1"=5' VERT

36+77
33+00 34+00
35+00
36+00
10" W
SSMH-9
STA: 34+14.88
RIM: 242.22
W
ARV
(235)
(240)
(245)
33+00 34+00 34+15
MATCHLINE - 32+50
SEE DWG C-20
215
220
225
230
235
240
245
250
255
260
215
220
225
230
235
240
245
250
255
260
32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25
(EX) 10" PVC PIPE S: -0.31%
B08-062
STA: 34+14.88
12" INV IN: 227.92 (S)
RIM: 242.22
EX 10" W
STA: 33+41.98 -
IN EL: 239.49
MATCHLINE - 32+50
SEE DWG C-20
INV ELEV: 228.44

EX UG UTILITIES
STA: 33+09.14 -
EL: 240.74±
12" HDPE PIPE S: -0.31%
6" INV IN: 229.93 (E)
12" INV OUT: 227.90 (N)
SEE NOTE 5
164.88'
NORTH
20 4020
SCALE 1"=20'
0 FEET
HORIZ
5 105
SCALE 1"=5'
0 FEET
VERT
FILENAME: 2060D-C-21.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\2060D-C-21.DWG 11:35:554/22/24
C-21

CIVIL A CORREA

A CORREA

K ALACON

SIERRA COLLEGE BLVD

PLAN AND PROFILE
32+50 TO END
23-056
28 10.5'±
EG

SIERRA COLLEGE BLVD

EUREKA RD
PLAN
1"=20'
SHEET NOTES:

1. PROVIDE 12" MIN CLEARANCE FROM OTHER UTILITIES
UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL EMPLOY BMP MEASURES TO

PROTECT EXISTING STORM DRAINS FROM
CONSTRUCTION RUNOFF.

3. IT IS THE CONTRACTORS RESPONSIBILITY FOR

DEVELOPING THE MEANS AND METHODS TO EMPLOY

DURING CONSTRUCTION TO REDUCE RISKS ASSOCIATED
WITH IMPINGEMENT INTO ADJACENT BURIED UTILITIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY DAMAGE

TO EXISTING UTILITIES DURING CONSTRUCTION AND
FACILITIES NOT DESIGNATED FOR REMOVAL.

4. ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR

TO VERIFY ALL CONTROLLING ELEVATIONS AND
DIMENSIONS.

5. (EX) 10" SS VCP TO BE REPLACED VIA PIPE BURSTING.

6. SEE DRAWING C-25 FOR WORK ZONE 5 PLAN.

7. CONTRACTOR SHALL BE REQUIRED TO PRODUCE AND

DISTRIBUTE DOOR HANGER NOTIFICATION PER
SPECIFICATION 01 31 13 TO ALL AFFECTED BUSINESSES

DAY OF - DOOR HANGER, RESIDENTIAL AND COMMERCIAL
3'±
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

PROFILE
1"=20' HORIZ
1"=5' VERT
1 SD-01

CP
L=171.7'
1+00 2+00
3+003+29

50.0' CLR

FROM EX TREE

STAGING

AREA 'A'

STAGING

AREA 'B'
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 DETOUR
DETOUR
DETOUR

LANE CLOSURE
40 8040
SCALE 1"=40'
0 FEET
HORIZ
NORTH
FILENAME: 2060D-C-22.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\WORKZONES\2060D-C-22.DWG 11:38:284/22/24
C-22

CIVIL A CORREA

A CORREA

K ALACON

K ALACON
WORK ZONE 1 AND 2
23-056
29 WORK ZONE 1 PLAN
1"=40'

SIERRA COLLEGE BLVD
WORK ZONE 2 PLAN
1"=40'
NORTH

SIERRA COLLEGE BLVD
L1=195.6'
L2=342.1'
LEGEND

PG&E POLE

WORK ZONE

TRAFFIC/BIKE LOOP

CONDUIT

STAGING AREA

EAST ROSEVILLE
PKWY

OLD AUBURN RD
STAGING AREA NOTES:

1. PLACE BRIGHTLY COLORED ESA FENCING

ALONG THE BOUNDARY AREA OF WHAT IS

UNSUITABLE FOR CONSTRUCTION/LAYDOWN
AREA.

2. ADDITIONAL LAYDOWN AREA IS AVAILABLE AT
1800 BOOTH ROAD. CONTRACTOR TO
COORDINATE WITH CITY OF ROSEVILLE.

WORK ZONE 1 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY-FRIDAY

2. WORK HOURS: DAY WORK IS ALLOWABLE

3. APPROX. WORK LENGTH: 438 LF

4. APPROX. WORK AREA: 13,000 SF

5. ANTICIPATED DURATION: 3 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING AND OPEN CUT

TRENCHING

7. ANTICIPATED TRAFFIC IMPACT: NONE

8. FLOW CONTROL: BYPASS PUMP

9. ANTICIPATED RESTORATION: SIDEWALK
REPAIR AND LANDSCAPE RESTORATION.

NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

WORK ZONE 2 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY -
FRIDAY

2. WORK HOURS: 9PM - 6AM; TCP IS TO BE TAKEN
OUT BY 6AM

3. APPROX. WORK LENGTH: 723 LF

4. APPROX. WORK AREA: 36,174 SF

5. ANTICIPATED DURATION: 4-5 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS AS SHOWN DURING
NIGHT WORK; STEEL PLATES SHALL SIT FLUSH

WITH EXISTING PAVEMENT AND BE PINNED

AND STAKED

8. FLOW CONTROL: BYPASS PUMP AT NIGHT AND

RECONNECT FOR DAY

9. RESTORATION PER "TRENCH RESTORATION
FOR MORATORIUM STREET" DETAIL ON SD-04.

MICROSURFACING PER CITY OF ROSEVILLE
"DIVISION V - SURFACING AND PAVEMENTS"

SPECIFICATION
A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 DETOUR
DETOUR
DETOUR
DETOUR
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
DETOUR
DETOUR

LANE CLOSURE
DETOUR
DETOUR
40 8040
SCALE 1"=40'
0 FEET
HORIZ
NORTH
FILENAME: 2060D-C-23.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\WORKZONES\2060D-C-23.DWG 11:39:324/22/24
C-23

CIVIL A CORREA

A CORREA

K ALACON

K ALACON
WORK ZONE 2 ALT AND 3
23-056
30 WORK ZONE 2 PLAN ALT
1"=50'

SIERRA COLLEGE BLVD

EAST ROSEVILLE
PKWY
NORTH
WORK ZONE 3 PLAN
1"=40'
L=537.78'
L=235.6'

SIERRA COLLEGE BLVD

EAST ROSEVILLE
PKWY
LEGEND

WORK ZONE

TRAFFIC/BIKE LOOP

CONDUIT
WORK ZONE 2 (ALT) NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY - FRIDAY

2. WORK HOURS: 9PM - 6AM; TCP IS TO BE TAKEN
OUT BY 6AM

3. APPROX. WORK LENGTH: 1,093 LF

4. APPROX. WORK AREA: 52,066 SF

5. ANTICIPATED DURATION: 4-5 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS AS SHOWN DURING
NIGHT WORK; STEEL PLATES SHALL SIT FLUSH

WITH EXISTING PAVEMENT AND BE PINNED

AND STAKED

8. FLOW CONTROL: BYPASS PUMP AT NIGHT AND

RECONNECT FOR DAY

9. RESTORATION PER "TRENCH RESTORATION
FOR MORATORIUM STREET" DETAIL ON SD-04.

MICROSURFACING PER CITY OF ROSEVILLE
"DIVISION V - SURFACING AND PAVEMENTS"
SPECIFICATION.

NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

WORK ZONE 3 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY - FRIDAY

2. WORK HOURS: 9PM - 6AM; TCP IS TO BE TAKEN
OUT BY 6AM

3. APPROX. WORK LENGTH: 236 LF

4. APPROX. WORK AREA: 13,507 SF

5. ANTICIPATED DURATION: 3-5 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

OPEN CUT

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS AS SHOWN DURING
NIGHT WORK; STEEL PLATES SHALL SIT FLUSH

WITH EXISTING PAVEMENT AND BE PINNED AND
STAKED

8. FLOW CONTROL: BYPASS PUMP AT NIGHT AND

RECONNECT FOR DAY

9. RESTORATION PER "TRENCH RESTORATION
FOR MORATORIUM STREET" DETAIL ON SD-04.

MICROSURFACING PER CITY OF ROSEVILLE
"DIVISION V - SURFACING AND PAVEMENTS"
SPECIFICATION.

A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

L1=591.9'
15+00 16+00 17+00
18+00
19+00 20+00 21+00 22+00 23+00 24+00 25+00LANE CLOSURE
MATCHLINE - 24+00

SEE BELOW LEFT
MATCHLINE - 24+00 SEE

ABOVE RIGHT
L2=401'
23+00 24+00 25+00 26+00 27+00
28+00
29+00 30+00 31+00 32+00
40 8040
SCALE 1"=40'
0 FEET
HORIZ
NORTH
FILENAME: 2060D-C-24.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\WORKZONES\2060D-C-24.DWG 11:41:014/22/24
C-24

CIVIL A CORREA

A CORREA

K ALACON

K ALACON
WORK ZONE 4
23-056
31 WORK ZONE 4 PLAN
1"=40'

SIERRA COLLEGE BLVD

E ROSEVILLE PKWY
NORTH

SIERRA COLLEGE BLVD
WORK ZONE 4 PLAN
1"=40'
LEGEND

WORK ZONE

TRAFFIC/BIKE LOOP

CONDUIT
WORK ZONE 4 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY - FRIDAY

2. WORK HOURS: 9PM - 6AM; TCP IS TO BE TAKEN
OUT BY 6AM

3. APPROX. WORK LENGTH: 1,294 LF

4. APPROX. WORK AREA: 61,550 SF

5. ANTICIPATED DURATION: 4-5 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS AS SHOWN DURING
NIGHT WORK; STEEL PLATES SHALL SIT FLUSH

WITH EXISTING PAVEMENT AND BE PINNED AND
STAKED

8. FLOW CONTROL: BYPASS PUMP AT NIGHT AND

RECONNECT FOR DAY

9. RESTORATION PER "TRENCH RESTORATION
FOR MORATORIUM STREET" DETAIL ON SD-04.

MICROSURFACING PER CITY OF ROSEVILLE
"DIVISION V - SURFACING AND PAVEMENTS"
SPECIFICATION.

NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

MATCHLINE - 30+00

SEE BELOW LEFT
22+00 23+00 24+00 25+00 26+00 27+00
28+00
29+00 30+00 31+00
L1=303.1'
DETOUR

LANE CLOSURE
MATCHLINE - 30+00

SEE ABOVE RIGHT
34+15
30+00 31+00 32+00 33+00 34+00
L1=303.1'
L2=319.8'
DETOUR

DETOUR/TAPERED LANE
40 8040
SCALE 1"=40'
0 FEET
HORIZ
NORTH
FILENAME: 2060D-C-25.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

L:\CAD\PROJECTS\23-056 ROSEVILLE CHURCH ST SEWER IMPROVEMENTS\07 DRAWINGS\21060 - DRAWINGS\WORKZONES\2060D-C-25.DWG 11:44:254/22/24
C-25

CIVIL A CORREA

A CORREA

K ALACON

K ALACON
WORK ZONE 5
23-056
32 WORK ZONE 5 PLAN
1"=40'

SIERRA COLLEGE BLVD

EUREKA RD
NORTH

SIERRA COLLEGE BLVD
WORK ZONE 5 PLAN
1"=40'
LEGEND

WORK ZONE

TRAFFIC/BIKE LOOP

CONDUIT
WORK ZONE 5 NOTES:

1. CONSTRUCTION WORK DAYS: SUNDAY - FRIDAY

2. WORK HOURS: 9PM - 6AM; TCP IS TO BE TAKEN
OUT BY 6AM

3. APPROX. WORK LENGTH: 927 LF

4. APPROX. WORK AREA: 38,369 SF

5. ANTICIPATED DURATION: 4-5 DAYS PLUS

SURFACE RESTORATION

6. ANTICIPATED METHOD OF CONSTRUCTION:

STATIC PIPE BURSTING

7. ANTICIPATED TRAFFIC IMPACT: LANE

CLOSURES AND DETOURS AS SHOWN DURING
NIGHT WORK; STEEL PLATES SHALL SIT FLUSH

WITH EXISTING PAVEMENT AND BE PINNED AND
STAKED

8. FLOW CONTROL: BYPASS PUMP AT NIGHT AND

RECONNECT FOR DAY

9. RESTORATION PER "TRENCH RESTORATION
FOR MORATORIUM STREET" DETAIL ON SD-04.

MICROSURFACING PER CITY OF ROSEVILLE
"DIVISION V - SURFACING AND PAVEMENTS"
SPECIFICATION.

NOTES:

1. SEE SPECIFICATION SECTION 01 14 03 FOR
ADDITIONAL CONSTRAINTS.

A
B
C
654321
D
DESIGN
DRAWN

CHECKED

APPROVED
DATE

PROJECT NUMBER

DRAWING NUMBER

SHEET NUMBER
Drink
ng
t
i
W
r
2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

PLACE NON-SHRINK GROUT

IN SPACE BETWEEN PIPE

AND MANHOLE BASE

MODULAR SEAL BETWEEN

MANHOLE WALL AND PIPE
O.D. SHALL BE LINK SEAL
MODEL LS-575-S-316-30 OR

APPROVED EQUAL

EXISTING MANHOLE

NON-SHRINK GROUT

INTERIOR FACE OF
MODULAR SEAL.

EXTEND PIPE THROUGH
EXISTING MANHOLE. REMOVE

TOP HALF OF PIPE IN MANHOLE
TO CREATE CHANNEL.

THROUGH

LEVEL ALL THE

WAY AROUND
SEE NOTE 3
12" MIN CONTRACTOR TO BREAK

OUT EXISTING MANHOLE

TO ACCOMMODATE

TRENCHLESS

CONSTRUCTION

EXISTING MANHOLE

MODULAR SEAL BETWEEN

MANHOLE WALL AND PIPE
O.D. SHALL BE LINK SEAL
MODEL LS-575-S-316-30 OR

APPROVED EQUAL

REHAB CHANNEL WITH NON-SHRINK GROUT

AND BENCH TO PROVIDE SMOOTH

CONSTANT SLOPE TRANSITION FROM NEW

TO EXISTING PIPE (TYP BOTH SIDE OF

MANHOLE)

MODULAR SEAL

BETWEEN MANHOLE
WALL AND PIPE O.D.
(TYP)

EXISTING MANHOLE

REHAB CHANNEL AND

BENCH TO PROVIDE

SMOOTH CONSTANT SLOPE

TRANSITION FROM NEW TO

EXISTING PIPE
SEE NOTE 3
NOTE:

1. HOLE IN THE MANHOLE WALL TO BE CORE DRILLED. SIZE OF CORE DRILLED HOLE PER THE RECOMMENDATION OF THE MANUFACTURER OF THE MODULAR SEAL TO ALLOW PROPER FIT.

2. ANY CONNECTIONS MADE OUTSIDE OF THE MANHOLE SHALL BE MADE WITH AN ELECTROFUSION MACHINE, AN ELECTROFUSION COUPLING, OR APPROVED EQUAL.

MANHOLE
SEE NOTE 1
12"
6"
12" 12"
(N) HDPE

SEWER PIPE
(N) HDPE

SEWER PIPE

CLSM OVER COUPLING

CONNECT NEW SEWER PIPES WITH

MANUFACTURED ELECTROFUSION

COUPLING FOR HDPE PIPE
SEE NOTE 2

NON-SHRINK GROUT INTERIOR FACE

OF MODULAR SEAL

PLACE NON-SHRINK GROUT IN SPACE

BETWEEN PIPE AND MANHOLE BASE

AND SLOPE PER EXISTING

MODULAR SEAL BETWEEN MANHOLE WALL
AND PIPE O.D. SHALL BE LINKSEAL MODEL
LS-400-S-316-10 OR APPROVED EQUAL

CONTRACTOR SHALL KEEP MAXIMUM
OF 1
4" SPACING BETWEEN THE NEW

STUB AND END OF BURSTING PIPE
NOTES:

1. HOLES IN EXISTING MANHOLES TO BE
CORE DRILLED. SIZE OF CORE DRILLED

HOLE PER THE RECOMMENDATION OF

THE MANUFACTURER OF THE

MODULAR SEAL TO ALLOW PROPER
FIT.

2. ALLOW MINIMUM 48 HOUR RELAXATION

PERIOD AFTER BURST, PRIOR TO
INSTALLING MODULAR SEAL. SEE

TECHNICAL SPECIFICATIONS SECTION
33 05 26 GRAVITY SANITARY SEWER

PIPE BURSTING AND HIGH DENSITY

POLYETHYLENE PIPE FOR ADDITIONAL
DETAILS.

3. ANY CONNECTIONS MADE OUTSIDE OF

THE MANHOLE SHALL BE MADE WITH

AN ELECTROFUSION MACHINE, AN

ELECTROFUSION COUPLING, OR
APPROVED EQUAL. PIPE BETWEEN
MANHOLES.

NOTES:

1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION.

2. SEE STD DTL 33 05 61.14 FOR BASE SECTION FOR PRECAST CONCRETE MH ON EXIST PIPE.

3. DOGHOUSE MANHOLES SHALL BE USED WHERE REQUIREMENTS FOR

TIE-INS TO EXISTING SEWERS

PROPOSED SEWER LINE

CORE MANHOLE EXISTING SEWER MAIN
21" INV IN: 139.33 (N)
21" INV OUT: 139.33( S)
15" INV OUT: 139.50 (E)
4'-0" FOR 8" to 12" MAINS
5'-0" FOR 15" TO 30" MAINS
6'-0" FOR 36" TO 54" MAINS
6" MAX.

SECTION A

SAWCUT TO SPRINGLINE
GROUT 6" MAX.
4'-0" FOR 8" to 12" MAINS
5'-0" FOR 15" TO 30" MAINS
6'-0" FOR 36" TO 54" MAINS
6" MAX.

SECTION A

SAWCUT TO SPRINGLINE
GROUT 6" MAX.

EXIST SS LATERAL

CORE MANHOLE
10" INV IN: 144.97 (W)
10" INV OUT: 144.97 (E)

SS LAT IN

INSTALL CONCRETE PLUG ON

EXISTING SEWER
NOTES:

1. FLOW SHALL BE MAINTAINED DURING CONSTRUCTION.

2. SEE STD DTL 33 05 61.14 FOR BASE SECTION FOR PRECAST CONCRETE MH ON EXIST PIPE.

3. DOGHOUSE MANHOLES SHALL BE USED WHERE REQUIREMENTS FOR

TIE-INS TO EXISTING SEWERS
FILENAME: 23056D-SD-01.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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TRENCHLESS PIPE THROUGH MANHOLE DETAIL

PLAN VIEW
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SECTION A SECTION B
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23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
3 C-02 1" = 4'
STA 10+00 (SSMH-01 HICKORY & PORTER) 4
C-02 1" = 4'
STA 53+45.68 (SSMH-02 HICKORY NEAR ATKINSON)

PRECAST CONCRETE

MANHOLE BASE
PER ASTM C478
65"
24"
165.65"
127.20" 7.0" 7.49"

FRP BASELINER
4" WIDE X 1.5" THICK

POLYPROPYLENE

WEIR BLOCKS
18"X18" 316 SS SLUICE GATE
GOLDEN HARVEST GH-46-NRS

OR APPROVED EQUAL

STEM EXTENSION
& SUPPORT BRACKET
60" PVC RISER

PRECAST CONCRETE
LID ASTM C478

CONCRETE GRADE RINGS

PER CITY OF ROSEVILLE
STD DTL SS-2
24"
ID 59.20"
OD 61.63"

TELESCOPIC ACCESS

COLLAR (SEE DETAIL)

4.00"
B
--
A
--
C
--

2.0"
RIM EL. 205.56

STANDARD SEWER MANHOLE FRAME

AND COVER PER CITY OF ROSEVILLE
STD DTL SS-2

PREDL BELL & GASKET
OR EQUAL (TYP).
12" MIN
TYP

CLASS II AB OR CLSM PLACED IN
MAXIMUM 8-INCH LOOSE LIFTS AND
COMPACTED TO A MINIMUM OF 95%

RELATIVE COMPACTION SEE
EXCAVATION NOTE 1.

MATCH (EX) SIDEWALK
2" NUT

2.00"

15.76"
60" PVC RISER

TELESCOPIC
ACCESS
COLLAR
MASTIC

GRADE RINGS
AS REQ.

FRP COLLAR WITH

GASKET SEAT

FLAT TOP LINERCOLLAR
GASKET

JOINT WRAP

PVC PIPE RISERFRP BASELINER

MASTIC SEALANT

EXTERNAL JOINT
WRAP

PVC PIPE RISER

FRP LID SLAB LINER
FILENAME: 23056D-SD-02.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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WEIR MANHOLE DETAIL
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- 1" = 1'-0"

PLAN VIEW
1" = 1'-0"
A
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A

PREDL PVC MANHOLE SPECIFICATIONS
ALL "PIPE TO MANHOLE" CONNECTIONS SHALL HAVE GASKETS
AS SHOWN IN THE DRAWINGS UNLESS OTHERWISE NOTED.

PREDL SYSTEMS OR APPROVED EQUAL WILL ONLY
RECOMMEND WHAT TYPE OF GASKET SHALL BE USED.

1. ALL PIPE GASKETS SHALL BE INSTALLED USING THE

MANDREL RECOMMENDED BY THE GASKET
MANUFACTURER.

2. ONLY PREDL CERTIFIED WELDERS AND FABRICATORS ARE

AUTHORIZED TO FABRICATE, REPAIR, WELD, OR TEST THE
BASELINER, TELESCOPIC ACCESS COLLAR, AND LID LINERS.

3. ALL SECTIONS SHALL BE SEALED TOGETHER AS PER THE

MANUFACTURER INSTRUCTIONS UNLESS OTHERWISE
NOTED.

4.LINER AND PVC RISER ARE NOT TO BE COMPROMISED BY

DRILLING OR PUNCTURING UNLESS SPECIFIED AND

APPROVED BY PREDL LINER MANUFACTURER OR
APPROVED EQUAL. PERFORATION OF LINER TO INSTALL
LADDER RUNGS IS NOT RECOMMENDED.

5. ROUND PRECAST MANHOLES TYPICALLY DESIGNED TO
ASTM C478. NON-ROUND MANHOLE STRUCTURES
TYPICALLY DESIGNED TO ASTM C913.

6. PRECAST CONCRETE STRUCTURE WITH INTEGRAL PREDL

CPL OR APPROVED EQUAL TO BE VACUUM TESTED IN
ACCORDANCE WITH ASTM C1244 PRIOR TO FINAL
INSTALLATION AND SPARK TESTING OF CPL.

IE OUT 193.68
IE IN 194.01

TELESCOPIC ACCESS COLLAR DETAIL C
-- NTS

JOINT DETAIL B
-- NTS

JOINT DETAIL A
-- NTS
EXCAVATION NOTES:

1. IF SUBGRADE IS FOUND TO BE SOFT, LOOSE, DISTURBED

BY CONSTRUCTION, YIELDING, OR UNSTABLE, SUBGRADE

SHALL BE OVEREXCAVATED TO SUCH A DEPTH THAT FIRM

AND UNYIELDING SUBGRADE CAN BE ESTABLISHED BY
INSTALLING A MINIMUM OF 12 INCHES OF CLEAN, DURABLE,
NATURAL, 1.5-INCH CRUSHED DRAIN ROCK WRAPPED WITH
GEOTEXTILE FABRIC (MIRAFI 140N OR EQUAL).

A
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23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
FILENAME: 23056D-SD-03.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

FILENAME: 23056D-SD-04.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
FILENAME: 23056D-SD-05.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
FILENAME: 23056D-SD-06.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
FILENAME: 23056D-SD-07.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A

FILENAME: 23056D-SD-08.DWG PLOT DATE: PLOT TIME:JOB NUMBER:

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SAN JUAN WATER DISTRICT

WATER STANDARD DETAILS
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2260 Douglas Blvd, Suite 105Roseville, CA 95661916-780-2888 APRIL 2024
23-056

CITY OF ROSEVILLE

CHURCH STREET AND
PUMP STATION 26 COLLECTIONS

SYSTEM IMPROVEMENTS PROJECT

ROSEVILLE, CALIFORNIA

REGISTERED PROFESSIONAL ENGINEER

C I V I L STATE OF CALIFORNIA
KRISTINA-MARIE P. ALACONNo. C70952
04-17-23
D
C
B
A
City of Roseville California RFP#08-139
Church Street and Pump Station 26 Collection System Improvements [B:EU/EU-PROJECTS/Admin/Forms/Buildings&Grounds Project Manual: 01/24/24]

SPECIFICATIONS FOR CONSTRUCTION
Specifications for the Construction of the City of Roseville Church Street and Pump Station 26 Collection System Improvements Prepared for
By
April 2024

WWE Project No. 23-056

DOCUMENTS FOR THE CONSTRUCTION OF

CITY OF ROSEVILLE

CHURCH STREET AND PUMP STATION 26 COLLECTIONS SYSTEM

IMPROVEMENTS PROJECT

RFP #08-139

TECHNICAL SPECIFICATIONS
(DIVISIONS 01-40)

APRIL 2024

Bid Submittal

ENGINEER:

WATER WORKS ENGINEERS, LLC.

CONTACT:

Mike Fisher, P.E.
(916) 780-2888

THIS PAGE IS INTENTIONALLY BLANK

TOC-1
Table of Contents
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

TABLE OF CONTENTS

SECTION TITLE

DIVISION 1
01 11 03 SUMMARY OF WORK
01 14 03 SPECIAL PROJECT CONSTRAINTS
01 29 03 MEASUREMENT AND PAYMENT
01 31 13 COORDINATION
01 31 19 PROJECT MEETINGS
01 32 13 PROGRESS SCHEDULE
01 33 03 SUBMITTAL PROCEDURES
01 33 03.13 O&M MANUAL REVIEW CHECKLIST
01 42 03 REFERENCE STANDARDS AND ABBREVIATIONS
01 45 03 QUALITY CONTROL
01 51 03 TEMPORARY CONSTRUCTION FACILITIES AND UTILITIES 01 57 03 TEMPORARY SEWER BYPASS PUMPING
01 61 03 GENERAL PRODUCT REQUIREMENTS
01 71 13 MOBILIZATION
01 74 03 CLEANING
01 75 06 TESTING, TRAINING AND STARTUP
01 77 03 OPERATIONAL COMPLETION AND PROJECT CLOSEOUT

DIVISION 2
02 41 03 DEMOLITION

DIVISION 3
03 21 03 CONCRETE REINFORCEMENT
03 30 03 CAST-IN-PLACE CONCRETE
03 60 03 GROUT

DIVISION 5
05 05 06 ANCHORS, INSERTS AND DOWELS

DIVISION 7
07 92 03 JOINT SEALANTS

DIVISION 9
09 91 03 PAINTING

DIVISION 31
31 05 03 EARTHWORK
31 11 03 SITE PREPARATION

DIVISION 32
32 12 16 ASPHALT CONCRETE PAVEMENT

DIVISION 33
33 01 21 SEWER PIPELINE CLEANING
33 01 31 SEWER PIPELINE CCTV INSPECTION

TOC-2
Table of Contents
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

SECTION TITLE

33 05 13 HYBRID PVC SANITARY SEWER MANHOLE
33 05 26 GRAVITY SANITARY SEWER PIPE BURSTING

DIVISION 40
40 05 06 PIPING SPECIALTIES
40 05 10 PIPE AND FITTINGS
40 05 10.01 PIPE SCHEDULE
40 05 03.19 PSDS - DUCTILE IRON PROCESS PIPE (DIP)
40 05 33.12 PSDS – FUSIBLE HDPE PIPE (HDPE)
40 05 41 PSDS – VITRIFIED CLAY PIPE (VCP)
40 05 58 FABRICATED SLIDE GATES

CITY STANDARD SPECIFICATIONS
SECTION 37 DIVISION V SURFACINGS AND PAVEMENTS

++ END OF SECTION ++

01 11 03-1
Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

SECTION 01 11 03

SUMMARY OF WORK
PART 1 - GENERAL

1.1 LOCATION AND DESCRIPTION OF WORK
A. Schedule A of the Work is located along:

1. Hickory Street between Porter Drive and Atkinson Street a. Install new 15” VCP sewer gravity main along Hickory St. connecting SMH C04- 203 to Porter Drive and abandoning 10” gravity sewer main connection SMH C04- 203 to SMH C04-204

2. Atkinson Street between West Duranta Street and Hickory Street a. Upsize existing 10” sewer gravity main along Atkinson St. to 14” HDPE from SMH C04-203 to SMH C04-136

3. Church Street between Atkinson Street and Birch Street a. Upsize existing 12” sewer gravity main along Church St. to 18” HDPE from SMH B04-006 to SMH C04-197
b. Upsize existing 10” sewer gravity main along Church St. to 14” HDPE from SMH C04-197 to SMH C04-183
B. Schedule B of the Work is located along Sierra College Boulevard and Rockwood Court and Eureka Road and just past Old Auburn Road in Roseville, California 95661. The Work covers the replacement of existing 8” and 10” PVC gravity sewer pipes via pipe bursting and open cut methods as well as improvements upstream of Pump Station #26 located at 9705 Sierra College Blvd., Roseville, CA 95661.

1. Work Zone 1:
a. Open cut replacement of approximately 21 LF of 10” DIP gravity sewer line with 12” VCP
b. Pipe bursting of approximately 172 LF of existing 10” DIP gravity sewer line with 12” HPDE pipe
c. Construction of a weir manhole

2. Work Zone 2
a. Pipe bursting of approximately 538 LF of existing 8” DIP gravity sewer line with 10” HDPE pipe to be done in segments delineated by manholes A08-010 and B08- 196.

3. Work Zone 3
a. Open Cut replacement of approximately 236 LF of existing 8” DIP gravity sewer line with 10” DIP to be done manhole B08-196 to manhole B08-113.

4. Work Zone 4
a. Pipe bursting of approximately 1204 LF of existing 10” VCP gravity sewer line with 12” HDPE pipe to be done in segments delineated by manholes B08-105, B08-083, and B08-077.

5. Work Zone 5
a. Pipe bursting of approximately 415 LF of existing 10” VCP gravity sewer line with 12” HDPE pipe to be done in segments delineated by manholes B08-077 and B08- 062.

C. Project Management and Administration:
a. Preparing and providing submittals.

01 11 03-2
Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

b. Maintaining project schedule.
c. Maintaining As-Built Contract Drawings on a continuous basis. d. Preparing Requests for Information.
e. Startup, testing, training and project closeout tasks to provide a complete and functional system.

D. The Project features sole -source pre-purchase by the OWNER of some of the major equipment. The CONTRACTOR shall be responsible for the acceptance, handling, installation and startup of this and all other equipment for the Project.

E. The Project has two schedules:

1. Schedule A includes the improvements along Sierra College Blvd. and upstream of Pump Station #26

2. Schedule B includes the improvements along Hickory Street, Atkinson Street and Church Street

1.2 PROJECT DOCUMENTS
A. The Work is described in the following project documents:

1. Volume 1 – City of Roseville Buildings & Grounds Project Manual

2. Volume 2 – Technical Specifications

3. Volume 3 – Drawings
B. Refer to the Contract Documents for the following supplemental information referenced from the Drawings and Specifications:

1. Draft Geotechnical Report – Church Street Sewer Improvements by Bajada Geosciences, Inc. (January 2024)

2. Geotechnical Report – Sewer Pump Station No. 26 Improvements by Bajada Geosciences, Inc. (December 2022)

1.3 COORDINATION
A. The CONTRACTOR shall be solely responsible for coordination of all of the Work of this Contract.

B. The CONTRACTOR shall supervise, direct and cooperate fully with all Subcontractors, manufacturers, fabricators, suppliers, distributors, installers, testing agencies and all others whose services, materials or equipment are required to ensure completion of the Work within the Contract Time.

C. Work of Others:

1. The CONTRACTOR shall cooperate with and coordinate CONTRACTOR’s Work with the work of any other contractor, utility service companies, or CITY’s representatives performing work at the site.

2. The CONTRACTOR shall also coordinate their Work with the work of others to assure compliance with schedules.

3. The CONTRACTOR shall attend and participate in all project coordination or progress meetings and report on the progress of all Work and compliance with schedules.

4. If any part of the work depends upon the work of others for proper execution or results, the CONTRACTOR shall inspect and promptly report to the ENGINEER any

01 11 03-3
Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

apparent discrepancies or defects in such work of others that render it unsuitable for such proper execution and results.

5. Failure of the CONTRACTOR to so inspect and report shall constitute an acceptance of the work of others as fit and proper except as to defects which may develop in the work of others after execution of the work by the CONTRACTOR.

D. Interference with work on utilities:

1. The CONTRACTOR shall cooperate fully with all utility forces of the CITY or forces of other public or private agencies engaged in the relocation, altering, repair, or otherwise rearranging of any facilities which interfere with the progress of the work.

2. The CONTRACTOR shall schedule the work so as to minimize interference with said relocation, altering, repair, or other rearranging of facilities.

E. Responsibility for Damage:

1. The CONTRACTOR shall not be responsible for damage done by CONTRACTORS not under their jurisdiction.

2. The CONTRACTOR will not be liable for any such loss or damage, unless it is through the negligence of the CONTRACTOR.

See Section 01 31 13 for additional Coordination requirements.

1.4 COORDINATION WITH PROPERTY OWNERS – PUBLIC RELATIONS PLAN A. Maintaining good public relations with property owners and residents that use the streets affected by construction is an important component of this project. In order to maintain good public relations, the CONTRACTOR shall prepare and employ a public relations plan.

A written copy of the plan shall be prepared and presented to the OWNER for approval at the pre -construction conference and shall address the following minimum requirements.

1. The CONTRACTOR shall provide a Public Relations Supervisor. The Public Relations Supervisor shall be responsible for interfacing with the public throughout the project and resolving complaints and concerns of property owners adjacent to the work. The name and resume of the proposed Public Relations Supervisor shall be presented to the ENGINEER at the pre-construction conference for approval. The Public Relations Supervisor shall:
a. have a 24-hour access phone number to respond to complaints b. have the authority to direct the work as required to resolve concerns and complaints;
c. provide an updated progress schedule to the ENGINEER on a weekly basis; d. ensure all notification to adjacent property owners are made as described in the contract documents;
e. within 60 minutes of being notified, contact any property owners who have called with complaints or expressed concerns;
f. resolve all companies and expressed concerns within 24 hours; g. follow-up with individuals or entities making complaints 24 hours after resolution to ensure satisfactory results are obtained;
h. document all complaints in a public relations log, including name, address and contact information of individual or entity, date and time of initial notification, nature of complaint, actions taken to resolve the complaint, date and time of complaint resolution, and date and time of follow-up actions; and i. provide a weekly copy of the public relations log to the ENGINEER of all complaints and actions taken to resolve them;

01 11 03-4
Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

j. be listed with name and phone number on all project flyers, notifications, and project signs.

1.5 WORK BY OTHERS
A. The CITY will perform the following work:

1. Operation of all existing system appurtenances and equipment, unless specified otherwise.

2. Installation of bells at existing manholes and structures.

B. PG&E

1. PG&E to hold PG&E pole in front of PS-26 during pipe bursting operations.

1.6 SITE CONDITIONS
A. Site Investigation and Representation

1. The CONTRACTOR acknowledges that it has satisfied itself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncer tainties of weather , or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract.

2. The CONTRACTOR further acknowledges that it has satisfied itself as to the character, quality, and quantity of surface and subsurface materials to be encountered from inspecting the site and from evaluating information derived from exploratory work that may have been done by the CITY or included in these Contract Documents. Any failure by the CONTRACTOR to become acquainted with all the available information will not relieve the CONTRACTOR from responsibility for properly estimating the difficulty or cost of successfully performing the work or for properly installing the Work.

3. Field Verification:
a. Before undertaking each part of the work, the CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements.
b. As the work proceeds, the CONTRACTOR shall field verify the depth and location of all buried utilities, and existing systems, and location of hazardous waste and contaminants.
c. The CONTRACTOR shall promptly report in writing to the ENGINEER any conflict, error, or discrepancy which the CONTRACTOR may discover and shall obtain a written interpretation or clarification from the ENGINEER before proceeding with any work affected thereby.

B. Existing Utilities and Improvements

1. Location of Underground Utilities:
a. Known existing underground conduits, pipelines and other utilities have been shown on the contract drawings in their approximate locations (within 3 feet of actual location). However, the accuracy or completeness of utilities indicated on the drawings is not guaranteed.
b. It shall be the responsibility of the CONTRACTOR to determine the exact location of all utilities and their service connections.

01 11 03-5
Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

c. All potholing or other procedures for verifying utility location shall be performed by the CONTRACTOR as necessary to prepare for excavation at least 4 working days in advance of scheduled excavation.
d. The CONTRACTOR shall immediately notify the ENGINEER as to any utility located by him which has been incorrectly shown or omitted from the Drawings. e. If the CONTRACTOR cannot locate an underground utility whose presence is indicated on the Drawings, the ENGINEER shall be notified in writing. f. The CONTRACTOR shall ascertain the exact locations of underground utilities whose presence is indicated o n the Drawings. T he locations of their service laterals work and of service laterals or appurtenances of any other underground utilities which can be inferred from the presence of visible facilities such as buildings, meters and junction boxes shall be obtained prior to doing work that may damage such utilities or interfere with their service. g. Utilities Not Shown on Drawings:
1) Attention is directed to the possible existence of underground utilities not indicated on the Drawings and to the possibility that underground utilities may be in a location different from that indicated on the Drawings. 2) If the ENGINEER determines that the underground utility for which such notice has been given has not been depicted on the Drawings with reasonable accuracy (within 3 feet of actual location), the additional cost incurred in locating the utility will be paid for as extra work as provided in the Agreement.
3) If the CONTRACTOR discovers a buried utility not indicated on the Drawings, the CONTRACTOR shall immediately give the ENGINEER and the Utility Company written notification of the existence of such utility. 4) Such utilities shall be located and protected from damages as directed by the ENGINEER and the cost of such work will be paid for as extra work as provided in the Agreement.

2. Utility Coordination:
a. The CONTRACTOR shall notify Underground Service Alert (USA ) at least 4 days prior to excavation, telephone (800) 642-2444.
b. The CONTRACTOR shall also contact all utility owners not registered with USA but known to have utilities in the project area to field locate underground utilities at least 4 days prior to excavation.
c. The CONTRACTOR shall notify all owners of utilities when the Work is in progress and shall make arrangements as are necessary to coordinate outages or make any emergency repairs.
d. Existing utilities that are shown or that are made known and located to the CONTRACTOR prior to excavation, and that are to be retained; and all utilities that are constructed during excavation operations shall be properly supported and protected from damage during the progress of the work.

3. Utility Protection and Damage:
a. Existing utilities that are shown or that are made known and located to the CONTRACTOR prior to excavation, and that are to be retained, and all utilities that are constructed during excavation operations shall be properly supported and protected from damage during the progress of the work. b. Should any damage to a utility occur during the progress of the work, the CONTRACTOR shall notify the CITY or the utility owner at once and render all assistance possible to repair the damage and restore the service.

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Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

c. No extra compensation will be made for the repair of any services or utility damaged by the CONTRACTOR nor for any damage incurred through neglect or failure to provide adequate protection to existing utilities. d. The provisions of this Section shall not be abated even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling.
e. Damage Report:
1) If the CONTRACTOR damages any underground utilities not shown on the Drawings or not depicted on the Drawings with reasonable accuracy (within 3 feet of actual location) or any lateral service the location of which could not be inferred by the CONTRACTOR, a written report thereof shall be made immediately to the ENGINEER by CONTRACTOR.
2) The CONTRACTOR's report shall also advise the ENGINEER of any schedule delays as a result of utility damages . Compensation for such delays w ill be determined in accordance with the Agreement. The CONTRACTOR shall be entitled to no other compensation for any such damage.

4. All utilities encountered along the line of the work shall remain continuously in service during all work under the Contract, unless otherwise shown on the drawings, or unless other arrangements satisfactory to the ENGINEER are made with the owner of said utilities.

C. CONTRACTOR's Responsibility for Utility Facilities and Service

1. Where the CONTRACTOR's operations could cause damage or inconvenience to railway, telephone, television, power, oil, gas, water, sewer, or irrigation systems, the CONTRACTOR shall make all arrangements necessary for the protection of these utilities and services.

2. The CONTRACTOR shall be solely and directly responsible to the owner and operators of such properties for any damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of any injuries or damage which may result from the construction operations under this Contract.

3. Neither the CITY nor its officers or agents shall be responsible to the CONTRACTOR for damages because of the CONTRACTOR's failure to protect utilities encountered in the Work.

4. In no event shall interruption of any utility service be allowed outside working hours unless granted by the owner of the utility.

5. No sand, mud, rocks or other construction debris shall be disposed of in the sanitary sewers or storm sewers.

6. Any discharge of construction water to the sewer or storm drain systems requires a City of Roseville discharge permit a minimum of 7 calendar days prior to planned discharge, as approved by ENGINEER.

7. Where bypassing of sewage is required to perform sewer repairs or service relocations and where temporary pumps are required to bypass any sewage across traffic lanes, the discharge lines crossing the traffic lanes shall be buried a minimum of 4 inches below the pavement surface and backfilled with temporary asphalt concrete surfacing. The CONTRACTOR shall take all necessary steps to assure continuous flow of sewage. Bypassing of untreated wastewater to surface waters or courses will not be permitted.

8. The CONTRACTOR shall replace, at its own expense, any and all existing utilities or structures removed or damaged during construction, to their existing condition unless otherwise provided for in these Contract Documents.

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Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

9. The CONTRACTOR shall repair or replace, at its own expense, all pavement damaged during the construction, to its existing condition unless otherwise provided for in these Contract Documents.

D. Names of Known Utilities Serving the Area

1. The following is a list of the known public utilities serving the area:
a. City of Roseville:
1) Water – (916) 774-5750
2) Storm Water – (916) 774-5790
3) Recycled Water – (916) 774-5750
4) Sewer – (916) 774-5750
5) Electric – (916) 797-6937
6) Traffic Signals – (916) 746-1760
b. Pacific Gas and Electric (PG&E):
1) Gas – (530) 320-2908
2) Electric – (530) 320-2908
E. Interfering Structures

1. The CONTRACTOR shall take necessary precautions to prevent damage to existing structures whether on the surfac e, aboveground, or underground. An attempt has been made to show major structures on the Drawin gs. While the information has been compiled from the best available sources, its completeness and accuracy cannot be guaranteed, and it is presented as a guide to avoid possible difficulties.

2. The CONTRACTOR shall protect all existing structures, trees, shrubs, and other items on the project site that are to be preserved, by substantial barricades or other devices commensurate with the hazard, from injury or destruction by vehicles, equipment, workmen, or other agents.

3. Where existing fences, gates, buildings, or any other structure must be removed to properly carry out the work, or are damaged during the work, they shall be restored at the CONTRACTOR's expense to their original condition or better.

4. Without additional compensation, the CONTRACTOR may remove and replace in a condition as good as or better than original, any small structures such as fences, and signposts that interfere with the CONTRACTOR's operations.

F. Field Relocation

1. During the progress of construction, it is expected that minor relocations of the work will be necessary.

2. Such relocations shall be made only by direction of the ENGINEER.

3. If existing structures are encountered that will prevent construction as shown, notify the ENGINEER before continuing with the work in order that the ENGINEER may make such field revisions as necessary to avoid conflict with the existing structures.

4. Any CONTRACTOR request(s) for additional compensation or contract time resulting from necessary field relocations will be considered as set forth in the Agreement.

5. If the CONTRACTOR fails to notify the ENGINEER when a structure which interferes with construction is encountered, and proceeds with the work despite this obstruction, the CONTRACTOR shall do so at their own risk and at no additional cost to the CITY.

G. Traffic Control shall be per City of Roseville Design Standards. All traffic control plans (including signage) shall be per the current CAMUTCD (California Manual on Uniform Traffic Control Devices).

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Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

1.7 REFERENCE POINTS AND SURVEYS
A. Locations and elevations of benchmarks are shown on Drawings.

B. Dimensions for lines and elevations for grades of structures, appurtenances, and utilities are indicated on Drawings, together with other pertinent information required for laying out Work. If conditions vary from those indicated, notify CITY immediately, who will make or approve minor adjustments, as required.

C. CITY may perform checks to verify accuracy of CONTRACTOR's layout Work and that completed Work complies with Contract Documents.

D. Any existing survey points or other control markers destroyed without proper authorization will be replaced by owner of the survey points or control markers at CONTRACTOR's expense.

E. CONTRACTOR's Responsibilities:

1. Provide all survey and layout required.

2. Locate and protect reference points prior to starting site preparation.

3. Notify CITY at least 3 working days in advance when grade and line surveying will be performed by CONTRACTOR.

4. Check and establish exact location of existing facilities prior to construction of new facilities and any connections thereto.

5. In event of discrepancy in data provided by CITY, request clarification before proceeding with Work.

6. Provide cut sheets for all staking.

7. Preserve and leave undisturbed control staking until ENGINEER has completed checks it deems necessary.

8. Re-establish reference points resulting from destruction by CONTRACTOR's operations.

9. Cooperate with ENGINEER so that checking and measuring may be accomplished with least interference to CONTRACTOR's operations.

1.8 SEQUENCE AND PROGRESS OF WORK
A. The CONTRACTOR shall submit a Construction Schedule covering the entire Work in accordance with Section 01 32 13, Progress Schedule.

B. The CONTRACTOR shall incorporate the requirements of Section 01 14 03 , Special Project Constraints, into the Construction Schedule.

C. Alternate Sequence:

1. The CONTRACTOR’s schedule may use a different sequence from that shown or specified, if techniques and methods known to the CONTRACTOR will result in cost and time savings to the CITY and still achieve the required objectives.

2. The ENGINEER’s determination on the acceptability of any alternative sequence from that shown or specified shall be final.

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Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

1.9 CONTRACTOR'S USE OF PREMISES
A. The CONTRACTOR shall coordinate use of the premises, for the CONTRACTOR’s storage and the operations of the CONTRACTOR’s workmen, with CITY and utility service companies.

1. 1800 Booth Road is available to the Contractor for material storage or project office.

The City can supply sewer and water connections but the Contractor will have to make arrangements for power.

B. Restriction of Work Area:

1. The full use of the premises for storage, the operations of workmen and for all other construction activities will not be available to the CONTRACTOR.

2. The CONTRACTOR must operate entirely within the space allowed to the CONTRACTOR.

3. The Drawings defines the area allocated to the CONTRACTOR.

C. The CONTRACTOR shall be solely responsible for obtaining and paying all costs in connection with any additional work area, storage sites, access to the site or temporary right-of-way, which may be required for proper completion of the Work.

D. Limitations on Use of Work Area:

1. It shall be understood that responsibility for protection and safe -keeping of equipment and materials on or near the site will be entirely that of the CONTRACTOR and that no claim shall be made against the CITY or their authorized representatives by reason of any act.

2. It shall be further understood that should any occasion arise necessitating access to the sites occupied by these stored materials or equipment, the ENGINEER shall direct the CONTRACTOR owning or responsible for the stored materials and equipment to immediately move the same.

3. No materials or equipment may be placed upon the property of the CITY, other than in the designated areas as shown on the Drawings, unless the ENGINEER has agreed to the location contemplated by the CONTRACTOR to be used for storage.

4. All stored materials shall be labeled according to the appropriate contractor or Subcontractor with the manufacturer's label as well.

5. Appropriate material safety data sheets (e.g., MSDS) shall be provided.

E. The CONTRACTOR shall be required to share use of the premises with other Contractors whose services the CITY has obtained or will obtain for construction of other facilities on the site.

1.10 USE OF OWNER’S FACILITIES
A. The CONTRACTOR may use existing facilities or equipment in the Work for construction purposes, only if the CITY’s written permission is obtained.

B. Restore existing facilities and equipment used for temporary purposes to original condition in a manner satisfactory to CITY.

C. The full use of the premises for storage, the operations of workmen, and for all other construction activities, will not be available for the CONTRACTOR.

D. The CONTRACTOR must operate entirely within the space allowed to the CONTRACTOR.

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Summary of Work
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

E. The Drawings define the Work Zone area allocated to the CONTRACTOR.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
++ END OF SECTION ++

01 14 03-1
Special Project Constraints
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

SECTION 01 14 03

SPECIAL PROJECT CONSTRAINTS
PART 1 - GENERAL

1.1 LIMIT OF CONSTRUCTION ACTIVITIES ON WORK SITE
A. Work Months:

1. Schedule B construction activities may only occur between April 15th and October 15th to avoid the rainy season. Work that cannot completed prior to October 15thdue to supply issues outside of the Contractor’s control must be negotiated with the City.

B. Traffic Control:

1. During non-work hours, the CONTRACTOR shall keep all lanes of traffic open and clear. All trenches shall be backfilled or covered with suitable steel plates and open to traffic. Steel plates shall sit flush with the existing pavement and shall be pinned and staked. Plates cannot be installed on top of AC.

2. No equipment, construction material or excavated material that will interfere with traffic shall be stored on streets or roadways at any time.

C. Bypass Pumping

1. See Section 01 57 03

1.2 SEQUENCE OF WORK
A. General:

1. The CONTRACTOR shall schedule and sequence their work to complete the Work by the specified completion date.

2. The CITY’s wastewater collection system must remain operational at all times, with scheduled shutdowns as necessary to complete the Work and with prior approval of CITY, as described herein.

3. Re-vegetation of graded areas shall take place as quickly as possible as weather permits.

1.3 PROJECT CONSTRAINTS
A. Maintenance of CITY’s Operations:

1. Constraints listed herein involve limits on activities during construction. These limits relate to the critical nature of the existing sewer system.

2. Continuous operation of CITY’s facilities is of critical importance. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified.

3. Work Plan:
a. The CONTRACTOR shall submit a detailed Work Plan and time schedule for all construction activities that will make it necessary to remove a pipeline, electrical circuit, equipment, structure, road or other facilities from service, including the critical outages identified herein.
b. The Work Plan shall, at a minimum, identify:
1) the date and time when each activity will occur;
2) what equipment will be present including standby equipment;

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Special Project Constraints
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

3) what assistance will be required by CITY’s operating personnel; 4) an emergency backup plan identifying wh at action will be taken if Work cannot be completed within the allotted time; and
5) what individual will be in charge of the activity.
c. Submit Work Plan 10 working days prior to the scheduled activity.

4. Perform Work continuously during critical connections and changeovers, and as required to prevent interruption of CITY’s operations.

5. Shutdowns:
a. Coordinate proposed Work with CITY and facility operations personnel before affecting unit shutdowns. The CONTRACTOR shall provide written confirmation of the shutdown date and time five (5) working days prior to the actual shutdown. b. Under no circumstances shall the CONTRACTOR cease Work at the end of a normal working day or at the end of a working week if such actions may inadvertently cause a cessation of any facility operating process, in which case, remain onsite until necessary repairs are complete.

6. Do not close lines, open valves or gates, shut down equipment, or take other action which would affect the operation of existing systems, except as specifically required by the Contract Documents and after approval of CITY.

7. Do not proceed with Work affecting a facility's operation without obtaining CITY's advance approval of the need for and duration of such Work.

B. Relocation of Existing Facilities:

1. During construction, it is expected that minor relocations of Work will be necessary.

2. Provide complete relocation of existing structures and Underground Facilities, including piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other necessary items.

3. Use only new materials for relocated facility. Match materials of existing facility, unless otherwise shown or specified.

4. Perform relocations to minimize downtime of existing facilities.

5. Install new portions of existing facilities in their relocated position prior to removal of existing facilities, unless otherwise accepted by CITY.

C. Hours of Work and Overtime:

1. Normal working hours at the Construction Site for the project shall be 7A.M. to 5P.M., weekdays, no work during the weekend nor during CITY observed holidays. a. Conduct Work outside normal working hours only after obtaining prior written consent and approval from the CITY.
1) Contractor shall request work -hour variations in writing, a minimum of ten (10) days prior to the start of the proposed work period. 2) Contractor shall not rely on approval of work outside of normal working hours without prior consent of the CITY. Approval shall be at the sole discretion of the CITY.
b. Contractor will develop Project Schedule assuming work during normal working hours only.

2. All overtime Work by the CONTRACTOR necessary to conform to the requirements of this Section and related Sections shall be performed by the CONTRACTOR, at no cost to the CITY and shall be performed in accordance with the Agreement. The CONTRACTOR shall make no claims for extra compensation as a result thereof.

01 14 03-3
Special Project Constraints
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

1.4 CONSTRUCTION SEQUENCING CONSTRAINTS
A. No specific construction sequencing constraints other than those listed in this or other Specification sections have been determined at the time of Final Design.

B. Construction sequencing constraints will be developed by Design -Assist Team as necessary.

C. This section includes requirements for sequencing and scheduling the Work. Utilize the description of the critical events in the work sequence as a guideline for scheduling and undertaking the Work. Where milestones are specified, CONTRACTOR shall schedule and undertake the Work in accordance with the specified requirements.

D. Schedule B Milestones:

1. Schedule B work on Sierra College Blvd. shall be completed before Schedule A.

2. Work for Schedule B will occur between April 15 and October 15.

E. Schedule A Milestones:

1. Hickory Street:
a. Schedule A work to start with open cut work on Hickory Street. b. Work on Hickory Street shall start with the new SSMH at Porter Drive and move eastward to minimize disruption of sewer flows.

2. Atkinson Street:
a. Traffic to be limited to residential traffic only during construction.

3. Church Street:
a. Traffic Control Plan shall include flagging outside of commute hours. b. Two-way traffic will be allowed on Church Street outside of working hours. c. Denio’s Market will be open Friday through Sunday and Contractor shall make every effort to maintain foot and car access while minimizing impact to parking. d. No work affecting Atkinson Friday through Sunday
e. All sidewalks leading to Denio’s Market shall remain open Friday to Sunday.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)
+ + END OF SECTION + +

01 14 03-4
Special Project Constraints
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

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01 29 03-1
Measurement and Payment
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

SECTION 01 29 03

MEASUREMENT AND PAYMENT
PART 1 - MEASUREMENT

1.1 SCHEDULE A BID DESCRIPTIONS

Bid Schedule Item No. 1 – Mobilization and Demobilization The LUMP SUM price paid shall include full compensation for bonds, insurance, required permits and fees, shop drawings, project phasing, supervision, coordination of concurrent work with other contractors, meetings, pre-construction documentation of project area (photos and HD video), “as-built” plans or record drawings, clean-up of the work area including removal of USA markings at project completion, movement of personnel, equipment, supplies, and incidentals to and from the project site, surveying, and resetting survey monuments; for the establishment of all other facilities necessary for work on the project, including temporary sanitation facilities for the workers; for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items of work on the project site; for work and improvements called for or implied by the Contract Documents, which are not included in the other bid items but are required to complete the Work. Payment for mobilization at 10% of the lump sum bid price shall be made at the time of the first progress payment after the Contractor has purchased bonds and insurance. Fifty percent shall be paid when the Contractor has mobilized to the project site and initiated work. The remainder of 40% shall be paid at the time of last progress payment after all cleanup and demobilization is completed.

Bid Schedule Item No. 2 – Worker Protection and Trench Safety/Shoring This item includes all labor, materials, equipment, and supplies required for providing a detailed plan of worker safety and maintaining safety during construction, including conforming to Labor Code Sections 6700-6708, all applicable safety orders and permits.

The Contractor shall be responsible for the design, construction, and effects of sloping and shoring systems for the project. The Contractor shall submit to the Owner’s Representative a detailed plan stamped and signed by a Professional Civil Engineer, licensed in the State of California, showing the design of shoring, bracing, sloping, or other provisions for worker protection as required by General Provisions 5-1.07 Safety Requirements. The shoring bracing, shielding, and sheeting plan shall contain alternative (i.e., contingent) systems should the initial systems not achieve the following minimum performance requirements.

1. Protect personnel that enter the excavation.

2. Protect existing utilities, pavements, and structures.

3. Excavation of slopes and/or installa tion of the shoring system must be done in a manner that does not damage existing structures, pavements, and utilities including through settlement, heave, or vibrations.

4. Prevent caving of lateral movement of excavation walls and associated loss of adjacent ground and adjacent ground surface settlement, even when subjected to construction vibrations.

5. Provide stable excavation walls, slopes, and bottom.

6. Allow for removal of shoring and excavation backfilling in a manner that does not damage the finished pipeline or existing structures, pavements, and utilities including

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Measurement and Payment
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

through settlement, heave, or vibrations. Any void space created by shoring removal should be completely filled with controlled density fill.

7. Resist lateral loads from vehicular traffic, construction equipment and spoils, and hydrostatic pressures, if any.

Site specific shoring desig n submittal shall be required when excavations fall within an imaginary plan e projected downward at an inclination of 1H:1V from the nearest edge of adjacent structures and utilities.

The Contractor shall monitor and evaluate subsurface soil conditions encountered in project excavations. Contractors and their excavation designers shall acknowledge Cal/OSHA requirements to develop their own assessment of safe slopes for the project. The responsibility for soil type classification and determination of safe temporary slope inclinations is a field decision to be made at the time of excavation by the Contractor’s “competent person”.

In the interest of public safety and convenience, the entire open trench and all excavations shall be plated and equipment relocated as directed to minimize public impact at the end of each working day. The completed sections of trench shall be backfilled and compacted, and when in streets, opened to traffic as soon as possible.

Schedule A Item No. 3 – Bypass Pumping
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to provide bypass pumping on Hickory, Atkinson and Church Streets during construction.

Schedule A Item No. 4 – Traffic Control
The LUMP SUM price shall include all necessary equipment, materials, labor, and miscellaneous items. Flagger must be dedicated solely to traffic control purposes and shall not be pulled to perform other work while an active flagger is required. Traffic control is to be in accordance with California Traffic Manual minimum recommended channelizer and sign spacing. This work shall include routing of pedestrian, vehicular, and construction traffic; furnishing labor, tools, equipment, materials and incidentals for implementing and providing the traffic control devices, phasing, signage, striping, and personnel in accordance with the Contract Documents.

Full compensation for Traffic Control, including all services, permits (Caltrans), material costs, delivery, installation, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City shall be considered as included in the lump sum price paid for Bid Item 4, Traffic Control, complete and in-place, and no additional compensation will be allowed therefor.

Schedule A Item No. 5 – Open-Cut Pipe Installation on Hickory Street The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 15” VCP between (NEW) SSMH No. 1 and SSMH C04-203 in Hickory Street: open cut installation shall include the cost of, but is not limited to:
• Identifying the locations of existing subsurface utilities and connection points; • All pavement, curb, gutter and sidewalk saw-cutting, removal and replacement; • Trench excavation, backfill, compaction and safety;
• Imported bedding material;
• Sub-grade preparation and all compaction;

01 29 03-3
Measurement and Payment
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

• Furnishing and installing VCP sewer pipe as indicated on the Drawings, including fittings and appurtenances;
• Furnishing and installation of new manhole (SSMH-01) as detailed in Drawing C-02 and SD-01;
• Disposal of excess excavated material;
• Removal and replacement where necessary of interfering portions of existing sewer pipes and improvements;
• Placing, joining, and retaining pipe, bends, adapters, couplings, vertical and horizontal offsets, restrained or harnessed joints, end caps, and other fittings not included in other bid items;
• Erosion and sediment control;
• Restoration of damaged and disturbed street improvements; and • Temporary resurfacing, permanent asphalt concrete and concrete resurfacing as needed; and
• Concrete cross gutter repair.
• All other labor, equipment and material incidental to the installation of the pipe, complete in place.

Full compensation for installing VCP Pipe including all labor, equipment, materials, tools and incidentals, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City, shall be considered as included in the unit prices paid per linear food of pipe installed, complete and in place, and no additional compensation will be allowed therefor.

City shall install bells at existing structures. Work to make connections to the City -installed bells shall be included in this bid item.

Schedule A Item No. 6 – Pipe Installation on Atkinson Street The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 14” HDPE pipe between and connect to SSMH C04-136 and SSMH C04-203 in Atkinson Street: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

Full compensation for installing HDPE Pipe including all labor, equipment, materials, tools and incidentals, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City, shall be considered as included in the unit prices paid per linear food of pipe installed, complete and in place, and no additional compensation will be allowed therefor.

Schedule A Item No. 7 – Furnish and Install New Manhole (SSMH-02) on Atkinson Street
The UNIT PRICE is for this work includes furnishing and installation of new manhole as detailed in Drawing C-04 and SD-01. Included in the cost is the abandonment of the 10” SS between SSMH C04-203 and (NEW) SSMH-02, pavement cutting removal, excavating, furnishing and installing the new manhole on an existing sewer.

Schedule A Item No. 8 –Pipe Installation on Church Street The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 18” and 14” HDPE pipe between and connect to SSMH B04-006 and SSMH C04-180 in Church Street: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

01 29 03-4
Measurement and Payment
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

1.2 SCHEDULE B BID DESCRIPTIONS

Schedule B Item No. 1 – Mobilization and Demobilization The LUMP SUM price paid shall include full compensation for bonds, insurance, required permits and fees, shop drawings, project phasing, supervision, coordination of concurrent work with other contractors, meetings, pre-construction documentation of project area (photos and HD video), “as-built” plans or record drawings, clean-up of the work area including removal of USA markings at project completion, movement of personnel, equipment, supplies, and incidentals to and from the project site, surveying, and resetting survey monuments; for the establishment of all other facilities necessary for work on the project, including temporary sanitation facilities for the workers; for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items of work on the project site; for work and improvements called for or implied by the Contract Documents, which are not included in the other bid items but are required to complete the Work. Payment for mobilization at 10% of the lump sum bid price shall be made at the time of the first progress payment after the Contractor has purchased bonds and insurance. Fifty percent shall be paid when the Contractor has mobilized to the project site and initiated work. The remainder of 40% shall be paid at the time of last progress payment after all cleanup and demobilization is completed.

Schedule B Item No. 2 – Worker Protection and Trench Safety/Shoring This LUMP SUM item includes all labor, materials, equipment, and supplies required for providing a detailed plan of worker safety and maintaining safety during construction, including conforming to Labor Code Sections 6700-6708, all applicable safety orders and permits.

1. Protect personnel that enter the excavation.

2. Protect existing utilities, pavements, and structures.

3. Excavation of slopes and/or installation of the shoring system must be done in a manner that does not damage existing structures, pavements, and utilities including through settlement, heave, or vibrations.

4. Prevent caving of lateral movement of excavation walls and associated loss of adjacent ground and adjacent ground surface settlement, even when subjected to construction vibrations.

5. Provide stable excavation walls, slopes, and bottom.

01 29 03-5
Measurement and Payment
Church Street and Pump Station 26 Collections System Improvements Project City of Roseville April 2024
WWE Project: 23-056 BID SET

6. Allow for removal of shoring and excavation backfilling in a manner that does not damage the finished pipeline or existing structures, pavements, and utilities including through settlement, heave, or vibrations. Any void space created by shoring removal should be completely filled with controlled density fill.

7. Resist lateral loads from vehicular traffic, construction equipment and spoils, and hydrostatic pressures, if any.

Site specific shoring design submittal shall be required when excavations fall within an imaginary plane projected downward at an inclination of 1H:1V from the nearest edge of adjacent structures and utilities.

Schedule B Item No. 3 – Bypass Pumping
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to provide bypass pumping on Sierra College Boulevard during construction.

Schedule B Item No. 4 – Traffic Control
The LUMP SUM price shall include all necessary equipment, materials, labor, and miscellaneous items. Flagger must be dedicated solely to traffic control purposes and shall not be pulled to perform other work while an active flagger is required. Traffic control is to be in accordance with California Traffic Manual minimum recommended channelizer and sign spacing. This work shall include routing of pedestrian, vehicular, and construction traffic; furnishing labor, tools, equipment, materials and incidentals for implementing and providing the traffic control devices, phasing, signage, striping, and personnel in accordance with the Contract Documents.

Full compensation for Traffic Control, including all services, permits (Caltrans), material costs, delivery, installation, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City shall be considered as included in the lump sum price paid for Bid Item 5, Traffic Control, complete and in-place, and no additional compensation will be allowed therefor.

Schedule B Item No. 5 – Pipe Installation Upstream of PS26 (Work Zone 1) The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” SS between MH No. 2 and MH No. 1 in Work Zone 1: pipe bursting during construction, including excavation, and inspections during pipe bursting process. Open cut installation shall include the cost of, but is not limited to:
• Identifying the locations of existing subsurface utilities and connection points; • All pavement, curb, gutter and sidewalk saw-cutting, removal and replacement; • Trench excavation, backfill, compaction and safety;

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• Imported bedding material;
• Sub-grade preparation and all compaction;
• Furnishing and installing VCP sewer pipe as indicated on the Drawings, including fittings and appurtenances;
• Disposal of excess excavated material;
• Removal and replacement where necessary of interfering portions of existing sewer pipes and improvements;
• Placing, joining, and retaining pipe, bends, adapters, couplings, vertical and horizontal offsets, restrained or harnessed joints, end caps, and other fittings not included in other bid items;
• Erosion and sediment control;
• Restoration of damaged and disturbed street improvements; and • Temporary resurfacing, permanent asphalt concrete and concrete resurfacing as needed; and
• Concrete cross gutter repair.
• All other labor, equipment and material incidental to the installation of the pipe, complete in place.

Full compensation for installing VCP and HDPE Pipe including all labor, equipment, materials, tools and incidentals, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City, shall be considered as included in the unit prices paid per linear food of pipe installed, complete and in place, and no additional compensation will be allowed therefor.

City shall install bells at existing structures. Work to make connections to the City -installed bells shall be included in this bid item.

Schedule B Item No. 6 – Furnish and Install New Weir Manhole (Work Zone 1) The UNIT PRICE is for this work includes furnishing and installation of new hybrid PVC weir manhole as detailed in Drawing C-15. Included in the cost is pavement cutting removal, excavating, furnishing and installing the new weir manhole with slide gate and weir blocks.

Schedule B Item No. 7 – Pipe Installation Between MH A08-010 to MH B08-196 (Work Zone 2)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 10” HDPE pipe between and connect to MH A08-010 and MH B08-196 in Work Zone 2: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

Schedule B Item No. 8 – Pipe Installation Between MH B08-196 to B08-113 (Work Zone 3)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” SS between MH B08-196 and B08-113 in Work Zone 3: pipe bursting during construction, including excavation, and inspections during pipe bursting process. Open cut installation shall include the costs described in Schedule B Item No. 5.

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Full compensation for installing VCP and/or HDPE Pipe including all labor, equipment, materials, tools and incidentals, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City, shall be considered as included in the unit prices paid per linear food of pipe installed, complete and in place, and no additional compensation will be allowed therefor.

City shall install bells at existing structures where open cut is utilized. Work to make connections to the City-installed bells shall be included in this bid item.

Schedule B Item No. 9 – Pipe Installation Between MH B08-113 to MH B08-077 (Work Zone 4)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” HDPE pipe between and connect to MH B08-113 and MH B08-077 in Work Zone 4: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

Schedule B Item No. 10 – Pipe Installation Between MH B08-077 to MH B08-062 (Work Zone 5)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” HDPE pipe between and connect to MH B08-077 and MH B08-062 in Work Zone 5: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

PART 2 - GENERAL

2.1 GENERAL
A. Payment will be made at the price bid for each item listed on the bidding form or as extra work as provided in the General Conditions.

B. No initial progress payment (other than a single mobilization payment as described in Article 1. 3 below) will be made prior to acceptance by the ENGINEER of the CPM Construction Schedule, the associated Schedule of Costs, and the list of anticipated submittals.

C. No subsequent progress payment will be made prior to receipt by the ENGINEER of the monthly update of the Construction Progress Schedule, as specified in Sections 01 31 19, Project Meetings and 01 32 16, Progress Schedule.

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D. No subsequent progress payment will be made prior to receipt by the ENGINEER of Certified Payroll for the previous month.

2.2 SCHEDULE OF COSTS FOR PAYMENTS
A. Submit to the ENGINEER, within 5 days of acceptance of the Construction Schedule, five (5) copies of a Schedule of Costs. The Schedule of Costs shall be a form showing a detailed breakdown of quantities and prices of work and materials required to perform and complete the contract.

B. The Schedule of Costs shall provide a cost breakdown for each element detailed in the approved Construction Schedule. The total of the price breakdown must agree with the lump-sum price bid. The elements listed and price breakdown shall not be front end loaded or unbalanced, shall be subject to adjustment between the ENGINEER and the CONTRACTOR, and will be used as a basis for progress payments.

C. The Schedule of Costs will be used as a basis for determining the amount of the monthly progress payments.

D. Acceptance of the Schedule of Costs by the ENGINEER shall not relieve the CONTRACTOR of the responsibility of performing all the work needed to complete the project at the lump-sum price bid.

2.3 PAYMENT FOR MOBILIZATION
A. Mobilization Cost Breakdown:

1. As soon as practicable after receipt of the Notice to Proceed, the CONTRACTOR shall submit a breakdown to the ENGINEER for approval, which shall show the estimated value of each major component of mobilization.

2. When approved by the ENGINEER, the breakdown will be the basis for initial progress payments in which mobilization is included.

3. Said breakdown shall not be "front end loaded" or unbalanced.

B. One CONTRACTOR payment may be made prior to acceptance of the Construction Schedule, Schedule of Costs, and list of anticipated submittals.

1. Payment shall be limited to mobilization items only.

2. The Construction Schedule is described in Section 01 32 13, Simplified Project Schedule

3. Mobilization items are described in Section 01 71 13, Mobilization.

4. The Schedule of Costs is described in Paragraph 1.2 of this Section.

5. The list of anticipated submittals is described in Section 01 33 03, Submittal Procedures.

2.4 PROGRESS PAYMENTS
A. Progress Payment Request Submittal:

1. Unless otherwise mutually agreed, by the 25th of each month, the CONTRACTOR shall prepare and submit monthly progress payment requests for work completed through the 25th day of the month.

2. Said payment request shall be based on the breakdown of activities as specified in the Schedule of Costs described in Paragraph 1.2 above.

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3. The monthly schedule update shall be submitted as part of the monthly progress payment report.

B. The ENGINEER will review progress payment requests and make a determination of the percent completion of all activities (rounded to the nearest whole percent) based on an approximate measurement of all materials supplied and work performed.

C. In the event that the CONTRACTOR fails to provide the OWNER with an acceptable Monthly Contract Record Drawing Submittal in accordance with Section 01 33 03, Submittal Procedures the OWNER shall deduct compensation for such monthly submittal as provided in Section 01 32 13, Simplified Project Schedule . Said deduction shall become the sole property of the OWNER.

D. Retention:

1. From the amount thus determined, five percent thereof will be deducted as retention by OWNER for performance security.

2. Acceptance of separate components shall not operate to release performance retention.

3. The amount of all payments previously made to the CONTRACTOR and any amounts due the OWNER from the CONTRACTOR for supplies, materials, services, damages, or otherwise deductible under the terms of the contract will be deducted from the remainder.

4. The remaining amount will be paid as a progress payment by the OWNER to the CONTRACTOR on the third Friday of the succeeding month or as soon thereafter as is practical.

E. In addition to the retention under Paragraph D above, the whole or part of any payment of the estimated amount due the CONTRACTOR may be withheld as an additional retention if such course be deemed necessary to protect the OWNER from loss due to the CONTRACTOR’s failure to perform any of the following: (1) meet CONTRACTOR’s payment obligations; (2) execute the work; (3) correct defective work; (4) settle damages as provided; or (5) produce substantial evidence that no stop notices will or have been filed, and/or if it has been determined that unpaid balances may be insufficient to complete the work.

F. All material and work covered by progress payments thereupon become the sole property of the OWNER, but this provision shall not be construed as relieving the CONTRACTOR from sole responsibility for all materials and work upon which payments have been made or the restoration of any damaged work or as a waiver of the OWNER’s right to require fulfillment of all of the contract terms. Said CONTRACTOR’s obligation extends through the close of the warranty period.

G. Payment for Materials:

1. No payment shall be made for materials stored offsite.

2. Payment may be made for those materials delivered to the site but not incorporated in the work to the extent that the materials are included in the Construction Schedule as cost-loaded material delivery activities.

3. Only material items manufactured specifically for this project and that cost individually in excess of $20,000 will be considered for partial payment as stored materials.

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4. Partial payment for materials delivered will not be made before the respective shop drawings, installation instructions and O&M manuals have been submitted, reviewed, and accepted in accordance with Section 01 33 03, Submittal Procedures.

5. To receive partial payment for materials delivered to the site, but not incorporated in the work, it shall be necessary for the CONTRACTOR to submit to the ENGINEER, at least 7 days prior to the end of said month, a list of such materials.

6. At their sole discretion, the ENGINEER will approve items for which partial payment is to be made.

7. The list of materials and invoices shall be clearly identified by referencing the associated activity or item on the price breakdown.

8. Partial payment for materials delivered to the site or a bonded warehouse will be made in an amount equal to 75% of the respective suppliers ’ invoices(s) for the actual net cost for the item(s) delivered plus delivery charges.

9. The CONTRACTOR's actual net cost for the materials must be supported by invoices of suppliers.

10. Proper storage and protection of materials shall be provided by the CONTRACTOR.

Final payment shall be made only for materials actually incorporated in the work and, upon acceptance of the work, all materials remaining for which advance payments had been made shall revert to the CONTRACTOR, unless otherwise agreed, and partial payments made for these items shall be deducted from the final payment for the work.

2.5 FINAL PAYMENT AND RELEASE OF CLAIMS

1. Upon the completion of the work as determined by the ENGINEER, a Notice of Acceptance will be issued and recorded with the County.

2. The OWNER will pay to the CONTRACTOR within 35 days after filing of the Notice of Acceptance, or as soon thereafter as practicable, the remaining amount due the CONTRACTOR including retainage, less all prior payments and advances whatsoever to or for the account of the CONTRACTOR for supplies, materials, services, damages, stop notices, or otherwise deductible under the terms of the contract.

3. All prior estimates and payments including those relating to extra work shall be subject to correction by this payment, which throughout this contract is called "Final Payment".

2.6 RELEASE OF CLAIMS:

A. Neither the final payment nor any part of the retained percentage shall become due until the CONTRACTOR shall have delivered to the OWNER a complete release of all claims against the OWNER arising under and by virtue of this contract and related to undisputed amounts, including claims of Subcontractors and suppliers of either materials or labor.

B. If disputed contract claims in stated amounts are unresolved 35 days after issuance of the Notice of Acceptance, a progress payment of undisputed amounts and retained funds will be made by OWNER upon receipt of a release specifically excluding the disputed contract claims.

C. Claims by the OWNER against the CONTRACTOR for liquidated damages or actual damages or other causes will be a valid basis for withholding of funds by the OWNER.

D. Upon resolution of disputed claims the CONTRACTOR shall execute a supplemental release and, upon delivery the OWNER will make final payment.

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PART 3 - PRODUCTS (NOT USED)
PART 4 - EXECUTION (NOT USED)

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SECTION 01 29 03

MEASUREMENT AND PAYMENT
PART 1 - MEASUREMENT

1.1 BASE BID SCHEDULE DESCRIPTIONS

1. Protect personnel that enter the excavation.

2. Protect existing utilities, pavements, and structures.

4. Prevent caving of lateral movement of excavation walls and associated loss of adjacent ground and adjacent ground surface settlement, even when subjected to construction vibrations.

5. Provide stable excavation walls, slopes, and bottom.

6. Allow for removal of shoring and excavation backfilling in a manner that does not damage the finished pipeline or existing structures, pavements, and utilities including

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through settlement, heave, or vibrations. Any void space created by shoring removal should be completely filled with controlled density fill.

7. Resist lateral loads from vehicular traffic, construction equipment and spoils, and hydrostatic pressures, if any.

Bid Schedule Item No. 3 – PS26 Improvements
The LUMP SUM price shall include all necessary equipment, materials, labor, and miscellaneous items to complete the following work:
• Demolish existing electrical control panel pad and switch board; • Install and connect new Control Panel and pad, Emergency Generator and pad, Electrical Instrumentation and Controls;
• Demolish existing fencing;
• Install new fencing and connect to existing fencing;
• PS26 bypass pumping;
• Remove and salvage existing PS26 submersible pumps, chains, guide rails, discharge elbows and DIP;
• Install new City-furnished submersible pumps and accessories, stainless steel and DIP piping in wet well;
Replace 12” DIP between MH No. 1 and PS26 Wet Well with 12” VCP via open cut installation. Open cut installation shall include the cost of, but is not limited to:
• Identifying the locations of existing subsurface utilities and connection points; • All pavement, curb, gutter and sidewalk saw-cutting, removal and replacement; • Trench excavation, backfill, compaction and safety;
• Imported bedding material;
• Sub-grade preparation and all compaction;
• Furnishing and installing VCP sewer pipe as indicated on the Drawings, including fittings and appurtenances;
• Disposal of excess excavated material;
• Removal and replacement where necessary of interfering portions of existing sewer pipes and improvements;
• Placing, joining, and retaining pipe, bends, adapters, couplings, vertical and horizontal offsets, restrained or harnessed joints, end caps, and other fittings not included in other bid items;
• Erosion and sediment control;
• Restoration of damaged and disturbed street improvements; and

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• Temporary resurfacing, permanent asphalt concrete and concrete resurfacing as needed; and
• Concrete cross gutter repair.
• All other labor, equipment and material incidental to the installation of the pipe, complete in place.

Full compensation for installing VCP including all labor, equipment, materials, tools and incidentals, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City, shall be considered as included in the unit prices paid per linear food of pipe installed, complete and in place, and no additional compensation will be allowed therefor.

City shall install bell at existing PS26. Work to make connections to the City-installed bell shall be included in this bid item.

1.2 ADDITIVE BID SCHEDULE DESCRIPTIONS

Additive Bid Schedule Item No. 1A – Mobilization and Demobilization The LUMP SUM price paid shall include full compensation for bonds, insurance, required permits and fees, shop drawings, project phasing, supervision, coordination of concurrent work with other contractors, meetings, pre-construction documentation of project area (photos and HD video), “as-built” plans or record drawings, clean-up of the work area including removal of USA markings at project completion, movement of personnel, equipment, supplies, and incidentals to and from the project site, surveying, and resetting survey monuments; for the establishment of all other facilities necessary for work on the project, including temporary sanitation facilities for the workers; for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items of work on the project site; for work and improvements called for or implied by the Contract Documents, which are not included in the other bid items but are required to complete the Work. Payment for mobilization at 10% of the lump sum bid price shall be made at the time of the first progress payment after the Contractor has purchased bonds and insurance. Fifty percent shall be paid when the Contractor has mobilized to the project site and initiated work. The remainder of 40% shall be paid at the time of last progress payment after all cleanup and demobilization is completed.

Additive Bid Schedule Item No. 2A – Worker Protection and Trench Safety/Shoring This LUMP SUM item includes all labor, materials, equipment, and supplies required for providing a detailed plan of worker safety and maintaining safety during construction, including conforming to Labor Code Sections 6700-6708, all applicable safety orders and permits.

1. Protect personnel that enter the excavation.

2. Protect existing utilities, pavements, and structures.

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3. Excavation of slopes and/or installation of the shoring system must be done in a manner that does not damage existing structures, pavements, and utilities including through settlement, heave, or vibrations.

4. Prevent caving of lateral movement of excavation walls and associated loss of adjacent ground and adjacent ground surface settlement, even when subjected to construction vibrations.

5. Provide stable excavation walls, slopes, and bottom.

7. Resist lateral loads from vehicular traffic, construction equipment and spoils, and hydrostatic pressures, if any.

Site specific shoring design submittal shall be required when excavations fall within an imaginary plane projected downward at an inclination of 1H:1V from the nearest edge of adjacent structures and utilities.

Additive Bid Schedule Item No. 3A – Bypass Pumping
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to provide bypass pumping on Sierra College Boulevard during construction.

Additive Bid Schedule Item No. 4A – Traffic Control
The LUMP SUM price shall include all necessary equipment, materials, labor, and miscellaneous items. Flagger must be dedicated solely to traffic control purposes and shall not be pulled to perform other work while an active flagger is required. Traffic control is to be in accordance with California Traffic Manual minimum recommended channelizer and sign spacing. This work shall include routing of pedestrian, vehicular, and construction traffic; furnishing labor, tools, equipment, materials and incidentals for implementing and providing the traffic control devices, phasing, signage, striping, and personnel in accordance with the Contract Documents.

Full compensation for Traffic Control, including all services, permits (Caltrans), material costs, delivery, installation, and for conforming to all applicable provisions of the Standard Specifications, these Special Provisions, and the requirements of the City shall be considered as included in the lump sum price paid for Bid Item 5, Traffic Control, complete and in-place, and no additional compensation will be allowed therefor.

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Additive Bid Schedule Item No. 5A – Pipe Installation Upstream of PS26 (Work Zone 1)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” SS between MH No. 2 and MH No. 1 in Work Zone 1: pipe bursting during construction, including excavation, , and inspections during pipe bursting process. Open cut installation shall include the cost of, but is not limited to:
• Identifying the locations of existing subsurface utilities and connection points; • All pavement, curb, gutter and sidewalk saw-cutting, removal and replacement; • Trench excavation, backfill, compaction and safety;
• Imported bedding material;
• Sub-grade preparation and all compaction;
• Furnishing and installing VCP sewer pipe as indicated on the Drawings, including fittings and appurtenances;
• Disposal of excess excavated material;
• Removal and replacement where necessary of interfering portions of existing sewer pipes and improvements;
• Placing, joining, and retaining pipe, bends, adapters, couplings, vertical and horizontal offsets, restrained or harnessed joints, end caps, and other fittings not included in other bid items;
• Erosion and sediment control;
• Restoration of damaged and disturbed street improvements; and • Temporary resurfacing, permanent asphalt concrete and concrete resurfacing as needed; and
• Concrete cross gutter repair.
• All other labor, equipment and material incidental to the installation of the pipe, complete in place.

City shall install bells at existing structures. Work to make connections to the City -installed bells shall be included in this bid item.

Additive Bid Schedule Item No. 6A – Furnish and Install New Weir Manhole (Work Zone 1)
The UNIT PRICE is for this work includes furnishing and installation of new hybrid PVC weir manhole as detailed in Drawing C-10. Included in the cost is pavement cutting removal, excavating, furnishing and installing the new weir manhole with slide gate and weir blocks.

Additive Bid Schedule Item No. 7A – Pipe Installation Between MH A08-010 to MH B08-196 (Work Zone 2)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 10” HDPE pipe between and connect to MH A08-010 and MH B08-196 in Work Zone 2: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

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considered as included in the unit prices paid per linear food of pipe installed, complete and in place, and no additional compensation will be allowed therefor.

Additive Bid Schedule Item No. 8A – Pipe Installation Between MH B08-196 to B08-113 (Work Zone 3)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” SS between MH B08-196 and B08-113 in Work Zone 3: pipe bursting during construction, including excavation, and inspections during pipe bursting process. Open cut installation shall include the costs described in Bid Schedule Item No. 5A.

City shall install bells at existing structures where open cut is utilized. Work to make connections to the City-installed bells shall be included in this bid item.

Additive Bid Schedule Item No. 9A – Pipe Installation Between MH B08-113 to MH B08-077 (Work Zone 4)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” HDPE pipe between and connect to MH B08-113 and MH B08-077 in Work Zone 4: pipe bursting during construction, including excavation, and inspections during pipe bursting process.

Additive Bid Schedule Item No. 10A – Pipe Installation Between MH B08-077 to MH B08-062 (Work Zone 5)
The LUMP SUM price is for this work shall include all necessary equipment, materials, and labor needed to install the 12” HDPE pipe between and connect to MH B08-077 and MH B08-062 in Work Zone 5: pipe bursting during construction, including excavation, and inspections during pipe bursting process.