Agenda packet — Ukiah City Council, March 1, 2023 (part 3 of 6)

215+00 2+00 216+00 3+00 215+00 2+00 216+00 3+00 217+00 4+00 218+00 5+00 219+00 6+00 MATCH ADJACENT SCORE PATTERN ON MILL ST. PA PA PA STATE STREET WEST MILL ST 215+00 2+00 216+00 3+00 217+00 4+00 218+00 5+00 219+00 6+00 MATCH ADJACENT SCORE PATTERN ON MILL ST. PA PA PA STATE STREETWEST MILL ST 3 PIS CHI 24" BOX
4 PLA ACE 24" BOX
2 CER CAN 24" BOX
1 CER CAN 24" BOX
3 ROE AMB 24" BOX
2 PIS CHI 24" BOX
2 KOE PAN 24" BOX ENLARGEMENT 2 ENLARGEMENT 3
2023-02-22 11:29 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.103 MILL STREET.DWG SHEET DRWN: PROJ NO:
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ORIGINAL DRAWING OF

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REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

This document and the ideas and designs
incorporated herein, as an instrument of
professional service, is the property of GHD
and shall not be reused in whole or in part
for any other project without GHD's written
authorization.
© 2023 GHD 11225278

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
0 20' 40' SCALE: 1" = 20'
N MILL STREET LP.103
MATCH LINE SEE SHEET LP.102 PLANTING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN.

SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTORSHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 4. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS, MATERIALS, EXECUTION, MAINTENANCE, AND ADDITIONAL INFO. 5. SEE DETAILS AND SPECIFICATIONS FOR PLANTING STAKING METHOD AND PLANTING SOIL REQUIREMENTS.

6. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR SHALL CONTACT ENGINEER FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN WILL RESULT IN CONTRACTOR'S LIABILITY FOR MATERIALS RELOCATION. 7. GROUNDCOVERS SHALL BE SPACED PER DETAILS. SHRUBS, PERENNIALS AND GRASSES SHALL BE SPACED PER PLAN OR PER DETAIL AS REQUIRED. 8. TREE LOCATIONS MAY BE ADJUSTED IN THE FIELD TO SUIT SPECIFIC SITE REQUIREMENTS AS DIRECTED BY ENGINEER. STAKE ALL TREE PLANTING LOCATIONS FOR APPROVAL. 9. ALL WORK TO BE PERFORMED BY LICENSED (C27) CONTRACTORS AND EXPERIENCED WORKERS.

10. SEE PLANTING LEGEND, SPECS AND BID ALTERNATE NOTES FOR BID ALTERNATE PLANT MATERIAL AREAS. 11. SEE LANDSCAPE LAYOUT PLANS FOR GRAVEL VS. WOOD MULCH AREAS. 12. SEE CIVIL DRAWINGS FOR RAIN GARDEN AREAS. 13. FOR MULCH TYPE REFER TO LANDSCAPE LAYOUT PLANS. SYMBOL BOTANICAL NAME COMMON NAME ACE RUB ACER RUBRUM 'OCTOBER GLOW' OCTOBER GLOW RED MAPLE TREES EXISTING TREE TO REMAIN AND BE PROTECTED, SEE SPECIFICATIONS FOR TREE PROTECTION CER CAN CERCIS CANADENSIS EASTERN REDBUD KOE PAN KOELREUTERIA PANICULATA GOLDEN RAIN TREE PLA ACE PLATANUS X ACERIFOLIA LONDON PLANE TREE QUE WIS QUERCUS WISLIZANII INTERIOR LIVE OAK ROB AMB ROBINIA X AMBIGUA 'PURPLE ROBE' PURPLE ROBE LOCUST ULM PAR ULMUS PARVIFOLIA 'DRAKE' DRAKE CHINESE ELM RATING WUCOLS M MM
MVL

LL PIS CHI PISTACIA CHINENSIS CHINESE PISTACHE
L SIZE RATING SYMBOL BOTANICAL NAME COMMON NAME SHRUB AND GROUNDCOVER CONTAINER PLANTS AND MATERIALS WUCOLS SPACING ACHILLEA MILLEFOLIUM 'MOONSHINE' MOONSHINE YARROW 1 GAL L ACHILLEA MILLEFOLIUM 'PAPRIKA' PAPRIKA YARROW 1 GAL L CALAMAGROSTIS X ACUTIFLORA 'OVERDAM' OVERDAM FEATHER REED GRASS 1 GAL M CEANOTHUS MARITIMUS 'VALLEY VIOLET' VALLEY VIOLET CALIFORNIA LILAC 1 GAL L ERIGERON KARVINSKIANUS 'PROFUSION' PROFUSION SANTA BARBARA DAISY 1 GAL L IRIS DOUGLASIANA DOUGLAS IRIS 1 GAL L JUNCUS PATENS CALIFORNIA GRAY RUSH 1 GAL L CAREX DIVULSA BERKELEY SEDGE 1 GALM LOMANDRA LONGIFOLIA 'BREEZE' BREEZE MAT RUSH 1 GAL L STACHYS BYZANTINA LAMB'S EARS 1 GAL L EPILOBIUM CANUM 'EVERETT'S CHOICE' EVERETT'S CHOICE CALIFORNIA FUCHSIA 1 GAL L SANTOLINA CHAMAECYPARISSUS LAVENDER COTTON 1 GAL L PER PLAN PLANTING LEGEND LAVANDULA PENDUNCULATA 'GHOSTLY PRINCESS' GHOSTLY PRINCESS SPANISH LAVENDER CALANDRINIA SPECTABILIS ROCK PURSLANE HEMEROCALLIS X 'MONOLD' STARBURST DOUBLE GOLD EVERGREEN DAYLILY 1 GAL L 1 GAL M ENLARGEMENT 2
2 SCALE: 1" = 10'-0"
- ENLARGEMENT 3
3 SCALE: 1" = 10'-0"
-

Page 169 of 482 ends

240+00 241+00 242+00 243+00 244+00 27+00 28+00 29+00 30+00 31+00 PA C3 STATE STREET WEST HENRY ST 240+00 241+00 242+00 243+00 244+00 27+00 28+00 29+00 30+00 31+00 PA C3 STATE STREETWEST HENRY ST 1 KOE PAN 24" BOX
2 KOE PAN 24" BOX
4 ACE RUB 24" BOX
2 ROB AMB 24" BOX
1 PIS CHI 24" BOX
2 PIS CHI 24" BOX ENLARGEMENT 4
2 ULM PAR 24" BOX
2 CER CAN 24" BOX
1 ACE RUB 24" BOX
1 PIS CHI 24" BOX
2023-02-22 11:32 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.104 W HENRY STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
0 20' 40' SCALE: 1" = 20'
N W HENRY STREET LP.104
MATCH LINE SEE SHEET LP.105 PLANTING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN.

Page 170 of 482 ends

245+00 246+00 247+00 248+00 249+00
55+00
56+00 PA PA C3 PA C3
PA C3 PA PA STATE STREET STATE STREET

NORTON STREET
SCOTT STREET 245+00 246+00 247+00 248+00 249+00
55+00
56+00 PA PA C3 PA C3
PA C3 PA PA STATE STREET STATE STREET

NORTON STREET
SCOTT STREET ENLARGEMENT 5 ENLARGEMENT 6 ENLARGEMENT 7
3 ULM PAR ENLARGEMENT 8 24" BOX
2 ROB AMB 24" BOX
3 QUE WIS 24" BOX
3 PIS CHI 24" BOX
4 PLA ACE 24" BOX
1 UL M PAR 24" BOX
1 CER CAN 24" BOX
1 ACE RUB 24" BOX 247+00 248+00
2023-02-22 11:36 AM YHU
\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.105 NORTON STREET.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI

C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
0 20' 40' SCALE: 1" = 20'
N
MATCH LINE SEE SHEET LP.104 NORTON STREET LP.105 ENLARGEMENT 5 5 SCALE: 1" = 10'-0"
- ENLARGEMENT 6
6 SCALE: 1" = 10'-0"
- ENLARGEMENT 7
7 SCALE: 1" = 10'-0"
- PLANTING NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN.

Page 171 of 482 ends

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BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp. SI GE R ET R ED PRO FESS ION A L E NGI N EE R STA T E O F C A L I FO R N AI C I V I L EJ R E M Y M . S C H M A L 100% DESIGN PLANS
NOT FOR CONSTRUCTION PLANTING DETAILS LP.501

Page 172 of 482 ends

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\\WRTDESIGN.COM\SF-LDRIVE\8000\8333.02 UKIAH DOWNTOWN STREETSCAPE PHASE 2\4-DOCUMENTS\4-95% CD\SHEETS\LP.502 PLANTING DETAILS.DWG SHEET DRWN: PROJ NO:0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA T 1 707 523 1010 F 1 707 527 8679 W www.ghd.com GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp. SI GE R ET R ED PRO FESS ION A L E NGI N EE R STA T E O F C A L I FO R N AI C I V I L EJ R E M Y M . S C H M A L 100% DESIGN PLANS
NOT FOR CONSTRUCTION PLANTING DETAILS LP.502

Page 173 of 482 ends

211+00 212+00 213+00 214+00 1+00 215+00 2+00 STATE STREET PA STATE STREET PA 0 20' 40' SCALE: 1" = 20'
N
X UKIAH GATEWAY IP.101 NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 1.5" 21-32 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT MATCHLINE: SEE SHEET IP.102

IRRIGATION PLAN
2023-02-21 2:16 PM DMUNGER
S:\2022\22-019 UKIAH STREETSCAPE PHASE 2\CAD\2-22-23\IRRIGATION PLAN-1-24-22.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant:

Page 174 of 482 ends

216+00 3+00 217+00 4+00 218+00 5+00 219+00 6+00 220+00 7+00

W MILL STREET STATE STREET PA PA STATE STREET

WEST MILL ST
0 20' 40' SCALE: 1" = 20'
N
X MILLS STREET IP.102 NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 1.5" 21-32 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT CONTRACTOR TO POT HOLE AND LOCATE EXISTING 2" MAINLINE AND TWO WIRE CABLE. SAW CUT EXISTING MAINLINE AND INSTALL NEW 2" MAINLINE ,GATE VALVE, AND TWO WIRE CABLE FOR NEW IRRIGATION.

MATCHLINE: SEE SHEET IP.101
MATCHLINE: SEE SHEET IP.103

IRRIGATION PLAN
2023-02-21 2:17 PM DMUNGER
S:\2022\22-019 UKIAH STREETSCAPE PHASE 2\CAD\2-22-23\IRRIGATION PLAN-1-24-22.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant:

Page 175 of 482 ends

239+00 240+00 241+00 242+00 243+00
26+00 27+00 28+00 29+00 30+00
STREET W HENRY STATE STREET PA C3 STATE STREET

WEST HENRY ST
0 20' 40' SCALE: 1" = 20'
N
X W. HENRY STREET IP.103 NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 1.5" 21-32 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT CONTRACTOR TO POT HOLE AND LOCATE EXISTING 2" MAINLINE AND TWO WIRE CABLE. SAW CUT EXISTING MAINLINE AND INSTALL NEW 2" MAINLINE ,GATE VALVE, AND TWO WIRE CABLE FOR NEW IRRIGATION. CONTRACTOR TO POT HOLE AND LOCATE EXISTING 2" MAINLINE AND TWO WIRE CABLE. SAW CUT EXISTING MAINLINE AND INSTALL NEW 2" MAINLINE ,GATE VALVE, AND TWO WIRE CABLE FOR NEW IRRIGATION.

MATCHLINE: SEE SHEET IP.102
MATCHLINE: SEE SHEET IP.104

IRRIGATION PLAN
2023-02-21 2:17 PM DMUNGER
S:\2022\22-019 UKIAH STREETSCAPE PHASE 2\CAD\2-22-23\IRRIGATION PLAN-1-24-22.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant: REPAIR AND REPLACE ANY EXISTING DAMAGED IRRIGATION DURING CONSTRUCTION.

Page 176 of 482 ends

244+00 245+00 246+00 247+00 248+00 249+00 31+00
55+00
56+00 PA PA C3 PA C3 PA C3 PA PA STATE STREET STATE STREET

NORTON STREET

SCOTT STREET
0 20' 40' SCALE: 1" = 20'
N
X NORTON STREET IP.104 NOTES: 1. ONE BUBBLER SYMBOL IS SHOWN AT TREES FOR GRAPHIC CLARITY ONLY. INSTALL MINIMUM TWO BUBBLERS AT EACH TREE. INSTALL REQUIRED NUMBER OF BUBBLERS AS DETAILED. 2. IRRIGATION EQUIPMENT MAY BE SHOWN WITHIN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PLANTED AREAS. IRRIGATION PIPE AND WIRE CROSSING BENEATH HARDSCAPE SURFACES SHALL BE CONTAINED WITHIN SLEEVING OR SCHEDULE 40 PVC CONDUIT. SLEEVING SIZE SHALL BE A MINIMUM OF TWO TIMES THE AGGREGATE DIAMETER OF ALL PIPES CONTAINED WITH SLEEVE. PROVIDE VERTICAL SWEEP FOR ALL ELECTRICAL CONDUIT ON EACH SIDE OF HARDSCAPE AND TERMINATE ENDS AT 12" MINIMUM DEPTH AND 12" FROM HARDSCAPE SURFACE. 3. UNSIZED LATERAL LINE PIPING LOCATED DOWN STREAM OF 1" PIPING SHALL BE 3/4" IN SIZE (TYPICAL). 4. SIZING OF LATERAL PIPE SHALL BE AS FOLLOWS: 0.75" 0-6 GPM 1" 7-12 GPM 1.25" 13-20 GPM 1.5" 21-32 GPM 5. SIZING OF LATERAL PIPE FOR DRIPLINE (12" O.C. GRID WITH 0.6 GPH OR LESS EMITTERS) SHALL BE AS FOLLOWS: 0.75 0-500 FT 1" 501-1100 FT 1.25" 1101-2000 FT fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant:

MATCHLINE: SEE SHEET IP.103

IRRIGATION PLAN
2023-02-21 2:17 PM DMUNGER
S:\2022\22-019 UKIAH STREETSCAPE PHASE 2\CAD\2-22-23\IRRIGATION PLAN-1-24-22.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND

ROAD DIET PROJECT - PHASE II
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION FOR VALVE C-19 CONTRACTOR TO INSTALL A MINIMUM OF TWO DRIP RINGS AROUND EACH TREE IN PLANTING AREA.

Page 177 of 482 ends

IP.500X
IRRIGATION LEGEND AND NOTES SYMBOL OPERATING DESCRIPTION PSI NOZZLE GPM OPERATING RADIUS (FEET) IRRIGATION LEGEND MODEL NUMBER DB-30-PC-CV TORO BUBBLER, MIN. 2 PER TREE. REFER TO BUBBLER DETAIL FOR QUANTITY OF BUBBLERS PER TREE SIZE. 0.5 30 TRICKLE 33 DNP SCHEDULE 40 PVC PLASTIC PIPE. COVER TO BE AS INDICATED IN SPECIFICATIONS OR AS INDICATED ABOVE FOR PIPE DEPTH OF COVER. 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. REMOTE CONTROL VALVE SIZE (IN INCHES) LATERAL LINE: SLEEVING: FLOW (GPM) CONTROLLER AND STATION NUMBER RAIN BIRD QUICK COUPLING VALVE T-YD-500-34 TORO DRIPLINE AIR RELIEF VALVE WLT-0500-T NDS SCH 40 BALL VALVE OR APPROVED EQUAL 1.5" AND SMALLER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 18" COVER. MAIN LINE: ASSOCIATED REMOTE CONTROL VALVE P-220-26 SERIES TORO REMOTE CONTROL VALVE -- EXISTING RAIN MASTER EAGLE PLUS CONTROLLER IN A STAINLESS STEEL PEDESTAL ENCLOSURE TW-D-1 RAIN MASTER SINGLE STATION DECODER (1 PER VALVE) LGT-XX-SS LEEMCO STAINLESS STEEL GATE VALVE (LINE SIZE) DZK-700-MF TORO REMOTE CONTROL VALVE WITH A PRESSURE REGULATOR (40 PSI) AND A 1" FILTER TW-D-2 RAIN MASTER TWO STATION DECODER (USE WHEN MORE THAN 1 OR MORE VALVE IS CLUSTERED TOGETHER) ROUTE RAIN MASTER TWO WIRE CABLE TO ALL REMOTE CONTROL VALVES. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 WATERPROOF SPLICE KITS OR APPROVED EQUAL. INSTALL 2 WIRE CABLE WITHIN 1.25" SCH 40 ELECTRICAL CONDUIT. PULL BOXES SHALL BE LOCATED EVERY 200' NO SPLICES ARE ALLOWED BETWEEN VALVES. REFER TO DETAIL FOR INSTALLATION INSTRUCTIONS. NOT SHOWN ON PLANS 3/4" AND LARGER: 1120-SCHEDULE 40 PVC PLASTIC PIPE WITH SCHEDULE 40 PVC SOLVENT WELD FITTINGS. 12" COVER. DRIPLINE LATERAL LINE: DRIP ZONE: TORO DL2000 SERIES DRIPLINE WITH TRI-LOC FITTINGS, PART #RGP-212. TUBING TO BE INSTALLED 4" BELOW GRADE IN A 12" O.C. GRID ACCORDING TO DETAILS. SIZE EXHAUST HEADERS AS FOLLOWS: 1": 0-10 GPM, 1.25": 11-20 GPM. ALL EXHAUST HEADERS SHALL BE 1" SCH 40 PVC OR 1" SCH 40 FLEXIBLE PVC. USE SCH. 40 PVC SOLVENT WELD FITTINGS. EXTEND PVC HEADERS TO THE ENDS OF ALL DRIP ZONES TO BALANCE FLOW IF REQUIRED. SEE DETAILS FOR FURTHER INFORMATION. DRIPLINE REMOTE CONTROL VALVE APPROXIMATE CONNECTION POINT BETWEEN DRIPLINE TUBING AND PVC SUPPLY WHEN DRIP ZONE IS LESS THAN 3 GPM AND NO PVC SUPPLY/EXHUST HEADERS ARE NEEDED. REFER TO DRIPLINE TUBING CONNECTION DETAIL FOR MORE INFORMATION. DRIPLINE REMOTE CONTROL VALVE PVC LATERAL 1. THESE IRRIGATION DRAWINGS ARE DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS MAY BE SHOWN WITHIN PAVED AREAS FOR GRAPHIC CLARITY ONLY AND ARE TO BE INSTALLED WITHIN PLANTING AREAS. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, CONDUIT, AND OTHER ITEMS WHICH MAY BE REQUIRED. INVESTIGATE THE STRUCTURAL AND FINISHED CONDITION AFFECTING THE CONTRACT WORK INCLUDING OBSTRUCTIONS, GRADE DIFFERENCES OR AREA DIMENSIONAL DIFFERENCES. IN THE EVENT OF FIELD DISCREPANCY WITH CONTRACT DOCUMENTS, PLAN THE INSTALLATION WORK ACCORDINGLY BY NOTIFICATION AND APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE AND ACCORDING TO THE CONTRACT SPECIFICATIONS. NOTIFY AND COORDINATE IRRIGATION CONTRACT WORK WITH APPLICABLE CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE, CONDUIT OR SLEEVES THROUGH OR UNDER WALLS, ROADWAYS, PAVING AND STRUCTURES BEFORE CONSTRUCTION. IN THE EVENT THESE NOTIFICATIONS ARE NOT PERFORMED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR REQUIRED REVISIONS. 2. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, STANDARDS, AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE; THE UNIFORM PLUMBING CODE, PUBLISHED BY THE WESTERN PLUMBING OFFICIALS ASSOCIATION; AND OTHER STATE OR LOCAL LAWS OR REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES OR REGULATIONS. THE CONTRACTOR SHALL FURNISH WITHOUT ANY EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED BY THE COMPLIANCE WITH THESE CODES AND REGULATIONS. 3. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION SYSTEM WITH LAYOUT AND INSTALLATION OF THE PLANT MATERIALS TO INSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING IN ACCORDANCE WITH THESE DRAWINGS, AND CONTRACT DOCUMENTS. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO INSTALLATION OF PLANT MATERIAL. 4. THE INTENT OF THIS IRRIGATION SYSTEM IS TO PROVIDE THE MINIMUM AMOUNT OF WATER REQUIRED TO SUSTAIN GOOD PLANT HEALTH. 5. IT IS THE RESPONSIBILITY OF THE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER(S) TO PROVIDE THE MINIMUM AMOUNT OF WATER NEEDED TO SUSTAIN GOOD PLANT HEALTH. THIS INCLUDES MAKING ADJUSTMENTS TO THE PROGRAM FOR SEASONAL WEATHER CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS, SLOPES, SUN, SHADE AND WIND EXPOSURE. 6. INSTALL 3" DETECTABLE TAPE ABOVE ALL PRESSURIZED MAIN LINES AS DETAILED. USE CHRISTY MODEL #TA-DT-3-BIRR FOR POTABLE IRRIGATION SYSTEMS. 7. INSTALL 2-WIRE CABLE ALONG THE MAIN LINE. CONTACT CONTROLLER REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING. 8. INSTALL 2-WIRE CABLE WITHIN 1.25" CONDUIT WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM. 9. INSTALL A 14"X19" GREY ELECTRICAL PULL BOX EVERY 200' AND AT EVERY CHANGE IN DIRECTION. ONLY SPLICE TWO WIRE CABLE AT THREE WAY WIRE CONNECTIONS. 10. IRRIGATION CONTROL WIRES: SOLID COPPER WITH U.L. APPROVAL FOR DIRECT BURIAL IN GROUND. SIZE #14AWG WIRE WITH A JACKETED 2-CONDUCTOR. PREFERRED WIRE MAKE AND MODEL IS TW-CAB-14. ALL SPLICING SHALL BE MADE WITH 3-M DBR/Y-6 OR WATERPROOF SPLICE KIT. 11. DECODER GROUNDING SHALL BE PROVIDED EVERY 600 FEET, AT THE CONTROLLER AND AT THE LAST DECODER OR AT THE END OF THE 2 WIRE PATH., (ANY SPUR OVER 50 FEET AND AT THE ENDS OF COMMUNICATION WIRE PATHS). GROUND WITH A 5/8" X 8' COPPER CLAD GROUNDING ROD. #6 COPPER WIRE TO SURGE DEVICE/DECODER. INCLUDE A SURGE ARRESTOR AT EACH GROUNDING LOCATION. A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A DBR/Y-6 WATERPROOF CONNECTOR. 12. SPLICING OF JACKETED 2-WIRE IS PERMITTED IN VALVE BOXES ONLY. LEAVE A 24" LONG COIL OF WIRE AT EACH SPLICE AND A 24" LONG EXPANSION LOOP IN ALL PULL BOXES. 13. INSTALL BLACK PLASTIC VALVE BOXES WITH BOLT DOWN, NON HINGED COVER MARKED "IRRIGATION". BOX BODY SHALL HAVE KNOCK OUTS. ACCEPTABLE VALVE BOX MANUFACTURER'S INCLUDE NDS, CARSON OR APPROVED EQUAL. 15. INSTALL REMOTE CONTROL VALVE BOXES 12" FROM WALK, CURB, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, INSTALL EACH BOX AN EQUAL DISTANCE FROM THE WALK, CURB, BUILDING OR LANDSCAPE FEATURE AND PROVIDE 12" BETWEEN BOX TOPS. ALIGN THE SHORT SIDE OF RECTANGULAR VALVE BOXES PARALLEL TO WALK, CURB, BUILDING OR LANDSCAPE FEATURE. 16. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS (AVOID LAWN AREAS WHERE POSSIBLE). 17. THE CONTRACTOR SHALL LABEL CONTROL LINE WIRE AT EACH REMOTE CONTROL VALVE WITH A 2 1/4" X 2 3/4" POLYURETHANE I.D. TAG, INDICATING IDENTIFICATION NUMBER OF VALVE (CONTROLLER AND STATION NUMBER). ATTACH LABEL TO CONTROL WIRE. THE CONTRACTOR SHALL PERMANENTLY STAMP ALL VALVE BOX LIDS WITH APPROPRIATE IDENTIFICATION AS NOTED IN CONSTRUCTION DETAILS. 18. FLUSH AND ADJUST IRRIGATION OUTLETS AND NOZZLES FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO WALKS, ROADWAYS, AND/OR BUILDINGS. SELECT THE BEST DEGREE OF THE ARC AND RADIUS TO FIT THE EXISTING SITE CONDITIONS AND THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH CONTROL ZONE. 19. LOCATE BUBBLERS ON UPHILL SIDE OF PLANT OR TREE. 20. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE CAUTION TO AVOID INJURY TO TREES AND TREE ROOTS. EXCAVATE BY HAND IN AREAS WHERE TWO (2) INCH AND LARGER ROOTS OCCUR. BACK FILL TRENCHES ADJACENT TO TREE WITHIN TWENTY-FOUR (24) HOURS. WHERE THIS IS NOT POSSIBLE, SHADE THE SIDE OF THE TRENCH ADJACENT TO THE TREE WITH WET BURLAP OR CANVAS. 21. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE SHOWN ON THE IRRIGATION DRAWINGS. VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. 22. IRRIGATION DEMAND: REFER TO PLANS. 23. PIPE SIZING SHOWN ON THE DRAWINGS IS TYPICAL. AS CHANGES IN LAYOUT OCCUR DURING STAKING AND CONSTRUCTION THE SIZE MAY NEED TO BE ADJUSTED ACCORDINGLY. 24. PIPE THREAD SEALANT COMPOUND SHALL BE RECTOR SEAL #5. 25. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES IN THE IRRIGATION LAYOUT DUE TO OBSTRUCTIONS NOT SHOWN ON THE IRRIGATION DRAWINGS SUCH AS LIGHTS, FIRE HYDRANTS, SIGNS, ELECTRICAL ENCLOSURES, ETC. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CHANGES IN THE IRRIGATION LAYOUT AND VALVE ZONING DUE TO VARIATIONS IN THE EXISTING SITE CONDITIONS SUCH AS EXPOSURE FROM BUILDINGS, TRELLISES, TREES, ETC., AS WELL AS SLOPE AND SOIL CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT OF THE PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL. 27. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING THE IRRIGATION SYSTEM DESIGN IF THE PLANTING DESIGN CHANGES FROM THE ORIGINAL PLAN AND NEEDS TO ADAPT TO THE NEW PLANTING DESIGN. THE LANDSCAPE CONTRACTOR NEEDS TO NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT OF PROPOSED CHANGES PRIOR TO INSTALLATION FOR APPROVAL. 28. WHEN WORK OF THIS SECTION HAS BEEN COMPLETED AND SUCH OTHER TIMES AS MAY BE DIRECTED, REMOVE ALL TRASH, DEBRIS, SURPLUS MATERIALS AND EQUIPMENT FROM SITE. 29. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLEMENTAL HAND WATERING OF ALL PLANT MATERIAL WITHIN DRIPLINE AREAS UNTIL THE PLANTS ARE SUFFICIENTLY ESTABLISHED. 30. VERIFY LOCATIONS OF ALL IRRIGATION COMPONENTS INSTALLED WITHIN A VALVE BOX WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DO NOT INSTALL UNTIL LANDSCAPE ARCHITECT PROVIDES ACCEPTABLE LOCATIONS. PVC LATERAL CONTROLLER AND STATION NUMBER AREA (SQ. FT.) FLOW (GPM) REMOTE CONTROL VALVE SIZE (IN INCHES) ASSOCIATED REMOTE CONTROL VALVE - EXISTING RAIN BIRD QUICK COUPLING VALVE WATER CALCULATION:
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant:
2023-02-21 2:17 PM DMUNGER
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2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 99
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS
NOT FOR CONSTRUCTION 570Z-4P-PRX-COM/ SB-180-PC2 TORO POP-UP STREAM 30 BUBBLER (TREES IN DG) 2 PER TREE 0.46 STREAM 570-DRIP-IND TORO POP-UP DRIPLINE INDICATOR WITH SIDE INLET.

Page 178 of 482 ends

IP.501X
IRRIGATION DETAILS SCALE: NONE 1 GATE VALVE SCALE: NONE 3 REMOTE CONTROL VALVE (DRIPZONE) VALVE I.D. TAG (CONTROLLER AND STATION NUMBER). REMOTE CONTROL VALVE WITH FLOW CONTROL AND MANUAL BLEED (PRESSURE REGULATOR WHERE SHOWN ON PLANS). SCHEDULE 80 PVC 90° ELBOW (TxT). PVC MAIN LINE. PEA GRAVEL OR 3/4" DRAIN ROCK- 4" [100mm] DEEP BELOW VALVE (NO SOIL IN VALVE BOX). SCHEDULE 40 OR 80 PVC TEE. REFER TO LEGEND FOR TYPE. VALVE CONTROL WIRE- PROVIDE SEAL PACKS AT ALL SPLICES AND 3' [1m] OF EXCESS UF WIRE IN A 1" [25mm] DIAMETER COIL. REFER TO IRRIGATION SPECS. SCHEDULE 80 PVC THREADED UNION. PVC LATERAL LINE. BRICK-1 EACH CORNER. 19 GAUGE 1/2" [12mm] SQUARE WIRE MESH. SCHEDULE 80 PVC NIPPLE- LENGTH AS FINISH GRADE. REQUIRED. 1 234
5 6
789 10 11 12 13 14151617
56432
1 7 111210
9 81314151617 SCHEDULE 80 PVC UNION BALL VALVE (ONE PER VALVE). 1818 SCHEDULE 80 PVC NIPPLE (3 TOTAL). 3" [75mm] MIN, 6" [150mm] MAX. 2 1 FINISH GRADE.2
1 3
3 SCHEDULE 80 PVC UNION BALL VALVE (ONE PER VALVE).
4 SCHEDULE 80 PVC THREADED UNION.
5 REMOTE CONTROL VALVE DRIP ZONE KIT. (SHALL INCLUDE VALVE, FILTER AND A 40 PSI PRESSURE REDUCING VALVE) 5 6
6 VALVE I.D. TAG (CONTROLLER AND STATION NUMBER). SCHEDULE 40 MALE ADAPTER 7 7 PVC MAIN LINE.
8 BRICK-1 EACH CORNER.
9 8 10
9 10 SCHEDULE 80 PVC NIPPLE-(4-TOTAL) LENGTH AS REQUIRED. 11 11 12 12 PEA GRAVEL OR 3/4" [20mm] DRAIN ROCK - 4" [102mm] DEEP BELOW VALVE (NO SOIL IN VALVE BOX). 19 GAUGE 1/2" [13mm] SQUARE WIRE MESH. 13 13 14 SCHEDULE 80 PVC 90° ELBOW (TxT). 1415 15 4 VALVE CONTROL WIRE- PROVIDE 3M-DBY SEAL PACKS AT ALL SPLICES AND 3' [1m] OF EXCESS UF WIRE IN A 1" [25mm] DIAMETER COIL. RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. ONE VALVE PER BOX- NO EXCEPTIONS. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL. SCALE: NONE 2 REMOTE CONTROL VALVE USE A NDS PRO SERIES 14" X 19" RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID FOR 1" VALVES. FOR 1.5" AND LARGER VALVES INSTALL BALL VALVE WITHIN A SEPARATE 10" ROUND BOX OR ONE BALL VALVE PER MANIFOLD OF VALVES. GATE VALVE SIZE SHALL BE SAME AS LARGEST VALVE WITHIN MANIFOLD. ONE VALVE PER BOX- NO EXCEPTIONS. INSTALL BOX AS SHOWN IN BOX INSTALLATION DETAIL.19 19 SCHEDULE 40 MALE ADAPTER SCHEDULE 40 OR 80 PVC TEE. REFER TO LEGEND FOR TYPE. 3" 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID. 8" CLASS 160 OR SCHEDULE 40 PVC PIPE (NOTCH TO FIT OVER MAIN LINE PIPE). PVC MAIN LINE. FINISH GRADE. PEA GRAVEL OR 3/4" DRAIN ROCK - 4" DEEP (NO SOIL IN VALVE BOX). BRICK-2 TOTAL. GATE VALVE WITH X-TOP HANDLE. MALE ADAPTER. REFER TO LEGEND FOR FITTING TYPE. 1234
56 89 REFER TO IRRIGATION LEGEND
1 23
456897
7 19 GAUGE 1/2" SQUARE WIRE MESH. WRAP UP SIDES OF BOX. SCALE: NONE 4 IRRIGATION TWO WIRE PULL BOX
1 2
3 5 3"
1 6
3 FINISH GRADE 24" LOOP OF TWO WIRE CABLE. SCHEDULE 40 U.L. LISTED PVC CONDUIT 8 PEA GRAVEL OR 3/4" [20mm] DRAIN ROCK - 4" [102mm] DEEP BELOW VALVE (NO SOIL IN VALVE BOX). 7 2
5 BRICK-ONE ON EACH CORNER
4 7
6 SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM.8
9 GREY RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. HEAT BRAND "PB" INTO LID. 6 4 SCHEDULE 40 PVC SWEEP ELLS 18 GAUGE 1/2" [13mm] SQUARE STAINLESS STEEL WIRE MESH. 1 46
2 #14AWG TWO WIRE CABLE FROM CONTROLLER. REFER TO IRRIGATION NOTES FOR MODEL NUMBER OF WIRE. ALLOW A 24" SLACK PER DECODER. USE ELECTRICAL TAPE TO HOLD SLACK CABLES TOGETHER. DECODER TWO WIRE CABLE TO NEXT DECODER ALL DECODERS SHALL HAVE A VALVE NUMBER ADDRESSED AT CONTROLLER PRIOR TO INSTALLATION. NOTE: 1. 8 VALVE BOX. REFER TO REMOTE CONTROL VALVE DETAIL FOR INSTALLATION INSTRUCTIONS. 9 REMOTE CONTROL VALVE. REFER TO REMOTE CONTROL VALVE DETAIL FOR INSTALLATION INSTRUCTIONS. 3M DBR/Y-6 OR APPROVED EQUAL WATERPROOF SPLICE KIT (4 TOTAL) DECODER WIRING IN CONDUIT SCALE: NONE 2 1
6 7
3 3
9 8
6 DECODER USE U.F. SAFETY CABLE STRIPPER BY KING INNOVATION (MODEL NUMBER 46200) FOR ALL TWO-WIRE SPLICE CONNECTIONS. 2.A MAXIMUM OF 4" OF WIRE SHALL BE STRIPPED FROM TWO WIRE CABLE WHEN SPLICING AT DECODERS. 4 CONNECT CORRECT DECODER WIRES TO VALVE SOLENOID WIRES 7 5
5 CONNECT CORRECT DECODER WIRES TO TWO WIRE CABLES. 10 1.25" CONDUIT FOR 2 WIRE CABLE WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROFF FOAM. 7 SCALE: NONE TWO WIRE CABLE 10" ROUND VALVE BOX 2-WIRE SPLICE BOX AT MAIN LINE TEE OR 3 WAY WIRE BRANCH 3M DBR/Y-6 OR APPROVED EQUAL WATERPROOF CONNECTOR. SCALE: NONE 5 1
2 3
4 2-WIRE PATH JACKETED/ TWISTED TO NEXT DECODER
6 INSTALL 5/8" DIAMETER COPPER GROUND ROD OF 8' LENGTH.7 NOTE: 2-WIRE PATH JACKETED/ TWISTED FROM CONTROLLER. ALLOW A 24" SLACK PER DECODER LIGHTNING ARRESTOR 1 2
3 4
7 5 1.25" CONDUIT FOR 2 WIRE CABLE WITH LONG SWEEPS IN AND OUT OF EACH VALVE BOX. SEAL ALL CONDUIT OPENINGS WITH WATERPROOF FOAM. CONDUIT FOR TWO WIRE CABLE. SEAL OPENINGS WITH WATERPROOF FOAM. FINISH GRADE 3M DBR/Y-6 OR APPROVED EQUAL WATERPROOF SPLICE KIT (4 TOTAL) 11 1011 BRICK-ONE ON EACH CORNER 8 8 BRICK-ONE ON EACH CORNER PEA GRAVEL BRICK-ONE ON EACH CORNER RAIN MASTER LIGHTNING ARRESTOR (MODEL TW-LA-1). 1 EVERY 600' FROM STARTING FROM CONTROLLER. TWO WIRE DECODER SYSTEMS MUST BE PROPERLY GROUNDED IN ORDER TO PROTECT AGAINST LIGHTNING SURGES. THE COMMUNICATION CABLE MUST BE GROUNDED NO FURTHER THAN 600' FROM ANY DECODER. THE SURGE DEVICE MUST BE A RAIN MASTER TW-LA-1. THE MINIMUM DISTANCE BETWEEN THE SURGE ARRESTOR AND THE GROUND ROD SHOULD BE 3' (91.4CM). RAIN MASTER RECOMMENDS A SPLIT BOLT CONNECTION TO BE USED TO CONNECT THE SURGE DEVICE TO THE GROUND WIRE WITH A 3M DBR/Y-6 WATERPROOF CONNECTOR. INSTALL EACH GROUND R0D 4 - 8' FROM LIGHTNING ARRESTOR. DO NOT INSTALL WITHIN 8' FROM ANOTHER DECODER. 9 9 GREY RECTANGULAR PLASTIC VALVE BOX WITH BOLT DOWN LID. HEAT 5 18 GAUGE 1/2" [13mm] SQUARE BRAND "GR" INTO LID. STAINLESS STEEL WIRE MESH. 6 SCALE: NONE
8 TRENCHING
2 1
356 CLEAN BACKFILL MATERIAL. FINISH GRADE. LATERAL LINE. MAIN LINE. TWO WIRE CABLE IN CONDUIT4NOTES: 1. ALL MAIN SUPPLY LINES AND LATERAL LINES SHALL BE PLACED IN SLEEVES UNDER PAVED SURFACES. INSTALL LOW VOLTAGE WIRES WITHIN A SEPARATE CONDUIT UNDER PAVED SURFACES. DO NOT TAPE WIRES WITHIN CONDUIT. 2. REUSE SALVAGED EXCAVATED FILL AND COMPACT TO ORIGINAL DENSITY IN LANDSCAPE AREAS. ALL OTHER AREAS SHALL BE AT 95% COMPACTION. BACKFILL MATERIAL SHALL BE THE EARTH EXCAVATED FROM THE TRENCHES, FREE FROM ROCKS (ANYTHING LARGER THAN 2"), CONCRETE CHUNKS, AND OTHER FOREIGN OR COARSE MATERIALS. 3. WHEN 12" POP-UP SPRINKLER HEADS ARE USED, INCREASE THE DEPTH OF LATERAL TO 18" AT THE SPRINKLER LOCATION ONLY. 8"-12" MIN. LATERAL, MAIN, AND WIRES 6" MIN. MAIN AND WIRES ONLY LATERAL ONLY 6" MIN. MULTIPLE LATERALS 6"-12" MIN. 4" 18" 12" 4" 213465
2023-02-21 2:17 PM DMUNGER
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0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 99
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant:

Page 179 of 482 ends

IP.502X
IRRIGATION DETAILS SCALE: NONE 1 WEATHERPROOF WIRE SPLICE ASSEMBLY SCALE: NONE 2 QUICK COUPLING VALVE SCALE: NONE
3 VALVE BOX INSTALLATION NOTE: SIDE VIEW TOP VIEW 1" [25mm] 10" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID. 1 1/4" x 1 1/4" x 3/16" [30mm x 30mm x 5mm] ANGLE IRON 30" [760mm] LONG W/2 STAINLESS STEEL STRAPS (ONE AROUND QCV). PVC MAIN LINE. 3" [75mm] LONG SCHEDULE 80 PVC THREADED NIPPLE. QUICK COUPLING VALVE. SCHEDULE 80 PVC THREADED NIPPLE. 10" [250mm] LONG SCHEDULE 80 PVC THREADED NIPPLE. UPC APPROVED SCHEDULE 40 PVC TEE OR ELBOW. SCHEDULE 80 PVC THREADED 90° ELL. 1 2345
6 78910 NIPPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD SIZE. REFER TO IRRIGATION LEGEND 1 2
3 4
659101112 FINISH GRADE.78 19 GAUGE 1/2" [13mm] SQUARE WIRE MESH. BRICK - 2 TOTAL. 1112 PEA GRAVEL OR 3/4" DRAIN ROCK- 4" [100mm] DEEP BELOW VALVE (NO SOIL IN VALVE BOX). 13 13 INSTRUCTIONS: 1. STRIP WIRES APPROXIMATELY 1/2" FROM ENDS TO EXPOSE WIRE. 2. TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO NOT OVERTIGHTEN. 3. INSERT WIRE ASSEMBLY TO BOTTOM OF GEL-FILLED TUBE. CHECK TO MAKE SURE CONNECTOR HAS BEEN PUSHED PAST LOCKING FINGERS AND IS SEATED AT THE BOTTOM OF THE TUBE. 4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. 5. INSPECT FINAL SPLICE ASSEMBLY THAT IT IS SECURED. NOTE: MAXIMUM # OF WIRES PER CONNECTOR: · 3-#14 GAUGE · 2-#12 GAUGE STEP 4 STEP 5 STEP 1 STEP 2 STEP 3 A1 12" TYPICAL INSTRUCTIONS: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CURB, ETC. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS. 12" 1 CONTROLLER ID.
3 RECTANGULAR VALVE BOX. ROUND VALVE BOX FOR QCV AND GATE VALVE. HEAT BRAND VALVE TYPE INTO INTO LID PER TABLE. EDGE OF LAWN, WALK, FENCE, CURB, ETC. 1 TREE2
2 ALL TREE VALVES TO HAVE TREE BRANDED INTO LID.
3 VALVE IDENTIFICATION 12" 12"5
5 TOP VIEW OF BOXES7
7 ITEMS TO BRAND: BRAND CODE GATE VALVE GV PRESSURE REDUCER PRV MASTER VALVE MV FLOW SENSOR FS SPLICE BOX SB QUICK COUPLER QC PULL BOX PB LIGHTNING ARRESTOR LA MAIN LINE AIR RELIEF ARV HYDROMETER HM GROUND ROD GR REMOTE CONTROL VALVE A___ A1 XX 4 4 HEAT BRAND VALVE TYPE PER TABLE OR CONTROLLER ID AND STATION NUMBER INTO LID. 6 6 STATION NUMBER. SCALE: NONE
4 TREE AND SHRUB BUBBLER
2 SCALE: NONE
5 TREE BUBBLER WITHIN TREE GRATE NOTE: FOR INSTALLATION OF TREE BUBBLERS REFER TO TREE BUBBLER DETAIL. 1 ROOT BALL BACK FILL MIX CITY SIDEWALK TREE GRATE FRAME TREE GRATE BUBBLER 5 6
34 345
6 1
2 UPHILL TREE BUBBLER PLACEMENT EXAMPLES UPHILL SLOPED GRADE LEVEL GRADE 1 456
78 BUBBLER (TO BE INSTALLED ON TOP OF ROOTBALL). FINISH GRADE. TREE OR SHRUB ROOTBALL. 1/2" IPS FLEXIBLE PVC. PVC TEE (SST), ELBOW (ST) OR FEMALE ADAPTER. PVC LATERAL LINE. TREE OR SHRUB. EDGE OF ROOTBALL (TYPICAL). 1011 1 56
78 1011 1/2" SCH. 40 MALE ADAPTER.
2 3
2 4
3 6" STAPLE.
9 9 TREE STAKES.
1 NOTE: SUGGESTED QUANTITY OF BUBBLERS PER TREES AND SHRUBS SIZE: · SHRUBS = 1 BUBBLER · 15 GAL OR 24" BOX = 2 BUBBLERS· 36" OR 48" BOX = 4 BUBBLERS REFER TO IRRIGATION LEGEND SCALE: NONE 6 TORO DL 2000 ISLAND LAYOUT PLAN
7 6
5 4
3 2
1 9
81011121314 PVC TEE (SxSxS). PVC ELL (SxS). TORO TRI-LOC ELL (TL-E). TORO TRI-LOC TEE (TL-T). BLANK 5/8" [16mm] POLY TUBING AT SUPPLY AND FLUSH END OF EACH ISLAND. REFER TO DRIPLINE TO PVC CONNECTION DETAIL. AIR/VACUUM RELIEF VALVE PLUMBED TO TUBING AT HIGH POINT. DRIPLINE LATERAL. MANUAL FLUSH VALVE PLUMBED TO TUBING AT LOW POINT. DRIPLINE OPERATION INDICATOR LOCATED AT THE ENDS OF EACH DRIPLINE ZONE. ISLAND PERIMETER. PERIMETER LATERALS 2" [50mm] TO 4" [100mm] FROM EDGE. FVFV AV FV AVAV 141213 4 3
2 1
5 6
7 9
8 10 11 NOTE: 1. THE TOTAL LENGTH OF A SINGLE DRIP LINE RUN SHALL NOT EXCEED 300 FT. 2. INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN EVERY 4' OR AS REQUIRED. PVC LATERAL LINE FROM VALVE. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. PVC FLUSH MANIFOLD. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED.

AV
FV
7 6
5 4
3 2
1 8
9 10
4 7 11 NOTE: 1. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE OFF A SINGLE PVC SUPPLY LINE CONNECTION OR A SINGLE RUN OF DRIPLINE SHALL NOT EXCEED 300 FT. 2. INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN EVERY 4' OR AS REQUIRED. SCALE: NONE 7 TORO DL2000 TRIANGULAR LAYOUT 1110
8 9
1 2
3 4
5 6
7 FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT PVC LATERAL LINE FROM VALVE. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. PVC SUPPLY MANIFOLD. DRIPLINE LATERAL. PERIMETER LATERALS 2" [50mm] TO 4" [100mm] FROM EDGE. AREA PERIMETER. DRIPLINE OPERATION INDICATOR LOCATED AT THE ENDS OF EACH DRIPLINE ZONE. MANIFOLD-TO-ELBOW CONNECTION. TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34) PLUMBED TO SUPPLY MANIFOLD AT HIGH POINT. TORO TRI-LOC TEE (TL-T) PVC FLUSH MANIFOLD. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. AV FV NOT TO SCALE PLAN NOTE: 1. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE OFF A SINGLE PVC SUPPLY LINE CONNECTION OR A SINGLE RUN OF DRIPLINE SHALL NOT EXCEED 300 FT. 2. INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN EVERY 4' OR AS REQUIRED. SCALE: NONE 8 TORO DL2000 ODD CURVE LAYOUT 10
8 9
1 2
3 4
5 6
7 FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT PVC SUPPLY LINE/HEADER FROM VALVE. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. DRIPLINE LATERAL. PERIMETER LATERALS 2" [50mm] TO 4" [100mm] FROM EDGE. AREA PERIMETER. DRIPLINE OPERATION INDICATOR LOCATED AT THE ENDS OF EACH DRIPLINE ZONE. MANIFOLD-TO-ELBOW CONNECTION. TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34) PLUMBED TO SUPPLY MANIFOLD AT HIGH POINT. TORO TRI-LOC TEE (TL-T) 2 1
3 4
5 6
7 9
8 4 10 PVC FLUSH MANIFOLD. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. 2023-02-21 2:17 PM DMUNGER
S:\2022\22-019 UKIAH STREETSCAPE PHASE 2\CAD\2-22-23\IP.105-IP.107 IRRIGATION L,N,D.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 99
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant:

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IP.503X
IRRIGATION DETAILS SCALE: NONE 1 TORO DL 2000 CENTER FEED MANIFOLD 1 2
3 4
5 6
7 8
9 ISOMETRIC
9 8
7 6
4 5
3 1
2 NOTE: THE TOTAL LENGTH OF A SINGLE DRIP LINE RUN SHALL NOT EXCEED 300 FT. FINISH GRADE. DEPTH OF TUBING PER IRRIGATION LEGEND. DEPTH OF PVC LATERAL LINE PER IRRIGATION LEGEND DRIPLINE TUBING. BLANK 5/8" [16mm] POLY TUBING, LENGTH AS NECESSARY. PVC TEE (SxSxT) WITH 1/2" [13mm] FPT OUTLET. PVC LATERAL LINE FROM REMOTE CONTROL VALVE. TORO TRI-LOC TEE (TL-T) SCALE: NONE 3 DRIPLINE MANIFOLD TO ELBOW CONNECTION
1 2
3 4
5 FINISH GRADE
6 TORO TRI-LOC MPT ADAPTER (TL-M50) DRIPLINE TUBING SECTION/ELEVATION NOT TO SCALE 1 8
2 3
6 TORO TRI-LOC ELBOW (TL-E)
5 7
4 DEPTH OF TUBING PER IRRIGATION LEGEND.
7 SCH 40 PVC TEE (SxSxT) WITH 1/2" FPT OUTLET.
8 DEPTH OF PVC LATERAL LINE PER IRRIGATION LEGEND TORO TRI-LOC MPT ADAPTER (TL-M50) NOT TO SCALE SECTION SCALE: NONE 2 REFER TO IRRIGATION LEGEND 4"
1 FINISH GRADE
1 2
3 4
6 7
5 8
2 CARSON 708 OR EQUAL. COLOR: BLACK. USE PURPLE FOR RECYCLED WATER SYSTEMS. 3 DRIPLINE TUBING
4 TORO TRI-LOC TEE
6 7
8 BRICK (1 OF 2)
8 PVC LATERAL LINE SUPPLY. MINIMUM SIZE TO BE 1" UNLESS SIZED DIFFERENTLY ON DRAWINGS. USE SCH 40 PVC 1"x1"x1/2" TEE OR 90° ELBOW. 5 TORO TRI-LOC MPT ADAPTER (TL-M50) SCH 40 PVC TEE (SxSxT) WITH 1/2" FPT OUTLET. BLANK 5/8" [16mm] POLY TUBING, LENGTH AS NECESSARY. BLANK 5/8" [16mm] POLY TUBING, LENGTH AS NECESSARY. DRIPLINE TO PVC CONNECTION-SINGLE SOURCE DRIP AREAS ONLY NOTE: USE ONLY WHEN THE TOTAL LENGTH OF DRIP LINE SERVICED FROM THIS PVC CONNECTION IS LESS THAN 300 FT. SCALE: NONE 5 TORO DL 2000 CENTER FEED LAYOUT SCALE: NONE
6 TORO DL 2000 END FEED LAYOUT 1110
8 9
1 2
3 4
5 6
7 FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT MANIFOLD-TO-ELBOW CONNECTION (TYP). PVC LATERAL LINE FROM VALVE. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. MANIFOLD-TO-TEE CONNECTION. DRIPLINE LATERAL. AIR/VACUUM RELIEF LATERAL, BLANK POLY TUBING CENTERED ON MOUND OR BERM. AIR/VACUUM RELIEF PLUMBED TO BLANK 5/8" POLY TUBING AT EACH HIGH POINT. PERIMETER LATERALS 2" [50mm] TO 4" [100mm] FROM EDGE. AREA PERIMETER. 12 DRIPLINE OPERATION INDICATOR LOCATED AT THE ENDS OF EACH DRIPLINE ZONE. 1110 8 9
1 2
3 4
5 6
7 MANIFOLD-TO-ELBOW CONNECTION (TYP). DRIPLINE LATERAL. AIR/VACUUM RELIEF VALVE PLUMBED TO BLANK 5/8" TUBING AT EACH HIGH POINT. AIR/VACUUM RELIEF LATERAL, BLANK 5/8" POLY TUBING CENTERED ON MOUND OR BERM. PERIMETER LATERALS 2" [50mm] TO 4" [100mm] FROM EDGE. AREA PERIMETER. DRIP OPERATION INDICATOR LOCATED AT THE ENDS OF EACH DRIPLINE ZONES. AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT. NOTE: 1. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE OFF A SINGLE PVC SUPPLY LINE CONNECTION OR A SINGLE RUN OF DRIPLINE SHALL NOT EXCEED 300 FT. 2. INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN EVERY 4' OR AS REQUIRED. PVC FLUSH MANIFOLD. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. PVC LATERAL LINE FROM VALVE. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. SCALE: NONE 7 DRIPLINE-FLUSH POINT
375421 BRICK (1 OF 2) NOTE: ALLOW A 12" MINIMUM OF PVC HOSE IN VALVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. 2 4
5 1
6 6
7 1/2" SCH 40 THREADED BALL VALVE. PEA GRAVEL SUMP (6" DEEP). FINISH GRADE NOTE: 1. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE OFF A SINGLE PVC SUPPLY LINE CONNECTION OR A SINGLE RUN OF DRIPLINE SHALL NOT EXCEED 300 FT. 2. INSTALL DRIPLINE 2-4" BELOW GRADE AND STAKE DOWN EVERY 4' OR AS REQUIRED. 3 1/2" SCH 40 MALE ADAPTER. PLAN FVFV AV PVC SUPPLY MANIFOLD. EXTEND TO END OF ZONE/EXHAUST HEADER. 1 2
3 4
5 6
7 8
9101112
2 1 PLAN FV AV 10
9 8
7 6
5 4
3 2
1 11 PVC FLUSH MANIFOLD. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. PVC FLUSH MANIFOLD. MINIMUM SIZE TO BE 1" UNLESS OTHERWISE NOTED. 1" IPS PVC HOSE FROM EXHAUST HEADER OR BLANK DRIP TUBING. SCALE: NONE 4 AIR VACUUM RELIEF VALVE IN DRIPLINE
1 2
3 4
5 6
7 8
9 NOTE: USE ONE AIR/RELIEF VALVE FOR EVERY 7 GPM PER ZONE. LOCATE AT HIGH POINTS. 6" ROUND PLASTIC VALVE BOX. HEAT BRAND "AR" ON LID IN 1" HIGH CHARACTERS. TORO DL2000 AIR/VACUUM RELIEF VALVE (YD-500-34). TORO TRI-LOC TEE X 1/2" FPT ADAPTER (TL-T-F50) TORO DL2000 TUBING/ AIR-RELIEF LATERAL. BRICK SUPPORTS (2 COMMON BRICKS REQUIRED). FINISH GRADE. 1" ABOVE FINISH GRADE. PEA GRAVEL (4" DEEP). NATIVE SOIL PER SPECIFICATIONS. 2023-02-21 2:17 PM DMUNGER
S:\2022\22-019 UKIAH STREETSCAPE PHASE 2\CAD\2-22-23\IP.105-IP.107 IRRIGATION L,N,D.DWG SHEET DRWN: PROJ NO:
0 1"

BAR IS ONE INCH ON

ORIGINAL DRAWING OF

DESCRIPTION DATE MARK
ISSUE CHKD:

REUSE OF DOCUMENTS
2235 Mercury Way, Suite 150
Santa Rosa, California 95407, USA
T 1 707 523 1010 F 1 707 527 8679
W www.ghd.com
GHD Inc.

CITY OF UKIAH

DOWNTOWN STREETSCAPE AND
ROAD DIET PROJECT - PHASE II 99
C87192
9/30/23
No.

Exp.

SI GE R
ET

R ED PRO FESS ION A L E NGI N EE R

STA T E O F C A L I FO R N AI C I V I L
EJ R E M Y M . S C H M A L
100% DESIGN PLANS

NOT FOR CONSTRUCTION
fax 925.932.5671 tel 925.939.3985
www.rmairrigation.com
2760 Camino Diablo
Walnut Creek, CA 94597
t
Russell D. Mitchell Associates, Inc.

Irrigation Consultant: SCALE: NONE
8 570 POP-UP DRIP OPERATION INDICATOR FINISH GRADE.
3 570 POP-UP DRIP OPERATION INDICATOR ASSEMBLY (TORO MODEL 570-DRIP-IND) INSTALLED AT FURTHEST POINT DOWNSTREAM OF ZONE VALVE. 2 1 PVC OR SWING PIPE SWING JOINT ASSEMBLY.
4 PVC DRIP ZONE FOOTER.
5 DEPTH OF PVC LINE PER SPECIFICATIONS. NOTE: TEFLON TAPE ALL THREADED JOINTS 1 2
3 4
5

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CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

SPECIAL PROVISIONS
FOR
DOWNTOWN STREETSCAPE, ROAD DIET AND UTILITIES PROJECT – PHASE II SPECIFICATION NO. 2021-179

CITY OF UKIAH

DEPARTMENT OF PUBLIC WORKS
300 Seminary Avenue
Ukiah, California 95482-5400
Bids Open: _____,_______, ____________
2:00 p.m.

Office of City Clerk
ATTACHMENT 2

Page 190 of 482 ends

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA
CITY COUNCIL:

MARI RODIN– MAYOR
JOSEFINA DUEÑAS– VICE-MAYOR
DOUGLAS CRANE– COUNCIL MEMBER
SUSAN SHER – COUNCIL MEMBER
JUAN OROZCO– COUNCIL MEMBER
SAGE SANGIACOMO – CITY MANAGER

TIM ERIKSEN - DIRECTOR OF PUBLIC WORKS / CITY ENGINEER
MARY HORGER – PROCUREMENT MANAGER
KRISTINE LAWLER – CITY CLERK
R. ALLEN CARTER - CITY TREASURER

CITY OF UKIAH

DEPARTMENT OF PUBLIC WORKS
MARCH 2023

Page 191 of 482 ends

DOWNTOWN STREETSCAPE PROJECT
PHASE II iii Spec No.2021-179

TABLE OF CONTENTS
PAGE

NOTICE TO BIDDERS
INSTRUCTIONS TO BIDDERS ...................................................................................................................... 1

GENERAL CONDITIONS
SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS .............................................. 3 1-01. Definitions
1-02. Examinations of Plans, Special Provisions and Site of Work 1-03. Proposal
1-04. Withdrawal of Bids
1-05. Public Opening of Bids
1-06. Bid Guaranty
1-07. Qualification of Bidders
1-08. Disqualification of Bidders
1-09. Identification of Subcontractors
1-10. General Provisions of the Standard Specifications 1-11. Addenda
SECTION 2. AWARD AND EXECUTION OF CONTRACT........................................................................... 5 2-01. Award of Contract
2-02. Return of Proposal Guaranties
2-03. Execution of Contract
SECTION 3. SCOPE AND INTENT OF CONTRACT.................................................................................... 5 3-01. Effect of Inspection and Payments
3-02. Effect of Extension of Time
3-03. Extra Work
3-04. Assignment of Contract
3-05. Subcontractors
3-06. Interpretation of Special Provisions and Drawings 3-07. Addenda
3-08. Liability of City Officials
3-09. Dispute Resolution
SECTION 4. BONDS ..................................................................................................................................... 6 4-01. Faithful Performance Bond
4-02. Material and Labor Bond
4-03. Defective Material and Workmanship Bond
4-04. Notification of Surety Companies
SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS ......................................................... 6 5-01. Minimum Scope of Insurance
5-02. Minimum Limits of Insurance
5-03. Deductibles and Self-Insured Retentions
5-04. Other Insurance Provisions
5-05. Acceptability of Insurers

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DOWNTOWN STREETSCAPE PROJECT
PHASE II iv Spec No.2021-179
5-06. Verification of Coverage
5-07. Subcontractors
SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR......................................................... 8 6-01. Legal Address of Contractor
6-02. Office of Contractor at Site
6-03. Attention to Work
6-04. Liability of Contractor
6-05. Protection of Persons and Property
6-06. Protection of City Against Patent Claims
6-07. Protection of Contractor's Work Property
6-08. Regulations and Permits
6-09. Construction Utilities
6-10. Approval of Contractor's Plans
6-11. Suggestions to the Contractor
6-12. Termination of Unsatisfactory Subcontracts
6-13. Preservation of Stakes and Marks
6-14. Assistance to Engineer
6-15. Removal of Condemned Materials and Structures
6-16. Proof of Compliance with Contract
6-17. Errors and Omissions
6-18. Cooperation
6-19. Right of Contractor to Stop Work
6-20. Hiring and Dismissal of Employees
6-21. Wage Rates
6-22. Cleaning Up
6-23. Guaranty
SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY ........................................................................ 12 7-01. Authority of the Engineer
7-02. Inspection
7-03. Surveys
7-04. Rights-of-Way
7-05. Retention of Imperfect Work
7-06. Changes in the Work
7-07. Additional Drawings by City
7-08. Additional and Emergency Protection
7-09. Suspension of Work
7-10. Right of City to Terminate Contract
7-11. Use of Completed Portions
SECTION 8. WORKMANSHIP, MATERIALS AND EQUIPMENT .............................................................. 14 8-01. General Quality
8-02. Quality in Absence of Detailed Specifications
8-03. Materials and Equipment Specified by Name
8-04. Source of Materials
8-05. Storage of Materials
8-06. Drawings, Samples and Tests
SECTION 9. PROSECUTION OF WORK ................................................................................................... 15 9-01. Equipment and Methods
9-02. Time of Completion

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DOWNTOWN STREETSCAPE PROJECT
PHASE II v Spec No.2021-179
9-03. Avoidable Delays
9-04. Unavoidable Delays
9-05. Notice of Delays
9-06. Extension of Time
9-07. Unfavorable Weather and Other Conditions
9-08. Saturday, Sunday, Holiday and Night Work
9-09. Hours of Labor
SECTION 10. PAYMENT............................................................................................................................. 17 10-01. Certification by Engineer
10-02. Progress Estimates and Payment
10-03. Substitution of Securities
10-04. Acceptance
10-05. Final Estimate and Payment
10-06. Delay Payments
10-07. Extra Work and Work Omitted
10-08. Compensation for Extra Work or Work Omitted
10-09. Compensation to the City for Extension of Time
10-10. Liquidated Damages for Delay
SECTION 11. MISCELLANEOUS ............................................................................................................... 19 11-01. Notice
11-02. Computation of Time
11-03 Claims Procedure Required by Public Contract Code Section 9204 11-04. Litigation and Forum Selection
11-05. Waiver

TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION .................................................................................................. 22 12-01. Location and Scope of Work
12-02. Arrangement of Technical Specifications
12-03. Arrangement of Plans
12-04. Business Licenses
12-05. Permits
12-06. Standard Specifications and Standard Plans
12-07. Temporary Facilities
12-08. Public Convenience and Safety
12-09. Maintaining Traffic
12-10. Stream Pollution
12-11. Warranties
12-12. Utilities
12-13. Dust Control
12-14. Noise Control
12-15. Watering
12-16. Preconstruction Conference
12-17. Progress Schedule
12-18. Progress Meetings
12-19. Safety Requirements
12-20. Public Notification
SECTION 13. CONSTRUCTION DETAILS................................................................................................. 26

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DOWNTOWN STREETSCAPE PROJECT
PHASE II vi Spec No.2021-179
Standard Plan List
Organization

DIVISION I GENERAL PROVISIONS
1 General
2 Bidding
3 Contract Award and Execution
4 Scope of Work
5 Control of Work
6 Control of Materials
7 Legal Relations and Responsibility to the Public
8 Prosecution and Progress
9 Payment

DIVISION II GENERAL CONSTRUCTION
10 General
11 Welding
12 Temporary Traffic Control
13 Water Pollution Control
14 Environmental Stewardship
15 Existing Facilities
16 Temporary Facilities

DIVISION III EARTHWORK AND LANDSCAPE
17 General
18 Dust Palliative
19 Earthwork
20 Landscape
21 Erosion Control
22 Finishing Roadway

DIVISION IV SUBBASES AND BASES
23 General
24 Stabilized Soils
25 Aggregate Subbases
26 Aggregate Bases
27 Cement Treated Bases
28 Concrete Bases
29 Treated Permeable Bases
30 Reclaimed Pavement
31 Reserved
32 Reserved
33 Reserved
34 Reserved
35 Reserved

DIVISION V SURFACINGS AND PAVEMENTS
36 General
37 Bituminous Seals
38 Reserved

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DOWNTOWN STREETSCAPE PROJECT
PHASE II vii Spec No.2021-179
39 Asphalt Concrete
40 Concrete Pavement
41 Existing Concrete Pavement
42 Groove and Grind Concrete
43 Reserved
44 Reserved

DIVISION VI STRUCTURES
45 General
46 Ground Anchors and Soil Nails
47 Earth Retaining Systems
48 Temporary Structures
49 Piling
50 Prestressing Concrete
51 Concrete Structures
52 Reinforcement
53 Shotcrete
54 Waterproofing
55 Steel Structures
56 Overhead Sign Structures, Standards, and Poles
57 Wood and Plastic Lumber Structures
58 Sound Walls
59 Structural Steel Coatings
60 Existing Structures

DIVISION VII DRAINAGE
61 General
62 Reserved
63 Reserved
64 Plastic Pipe
65 Concrete Pipe
66 Corrugated Metal Pipe
67 Structural Plate Culverts
68 Subsurface Drains
69 Overside Drains
70 Miscellaneous Drainage Facilities
71 Existing Drainage Facilities

DIVISION VIII MISCELLANEOUS CONSTRUCTION
72 Slope Protection
73 Concrete Curbs and Sidewalks
74 Pumping Equipment and Controls
75 Miscellaneous Metals
76 Wells
77 Local Infrastructure
78 Incidental Construction
79 Reserved
80 Fences

DIVISION IX TRAFFIC CONTROL FACILITIES
81 Miscellaneous Traffic Control Devices

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DOWNTOWN STREETSCAPE PROJECT
PHASE II viii Spec No.2021-179
82 Signs and Markers
83 Railings and Barriers
84 Markings
85 Reserved

DIVISION X ELECTRICAL WORK
86 General
87 Electrical Systems
88 Reserved – Undergrounding

DIVISION XI MATERIALS
89 Aggregate
90 Concrete
91 Paint
92 Asphalt Binders
93 Reserved
94 Asphaltic Emulsions
95 Epoxy
96 Geosynthetics
97 Reserved
98 Reserved

DIVISION XII BUILDING CONSTRUCTION
99 Building Construction
SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS............................................................... 155 14-01. Provisions to be Excluded from General Conditions SECTION 15. AMENDMENTS TO GENERAL CONDITIONS .................................................................. 155 15-01. Provisions of General Conditions to be Amended
SECTION 16. FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS......... 156

CERTIFICATES AND DOCUMENTS
BID SUBMITTAL CHECKLIST .................................................................................................................... 182 PROPOSAL ........................................................................................................................................... 183 BIDDING SCHEDULE................................................................................................................................. 184 FAIR EMPLOYMENT PRACTICES CERTIFICATION................................................................................ 195 WORKER'S COMPENSATION CERTIFICATE.......................................................................................... 196 CERTIFICATE OF NONDISCRIMINATION IN EMPLOYMENT ................................................................. 197 LIST OF PROPOSED SUBCONTRACTORS............................................................................................. 198 STATEMENT OF EXPERIENCE OF BIDDER............................................................................................ 199

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DOWNTOWN STREETSCAPE PROJECT
PHASE II ix Spec No.2021-179
SIGNATURE OF BIDDER........................................................................................................................... 200 BIDDER'S BOND ........................................................................................................................................ 201 NON-COLLUSION AFFIDAVIT ................................................................................................................... 202 EEO CERTIFICATION ………………………………………………………………………..…………………203 DEBARMENT AND SUSPENSION CERTIFICATION ………………………………………………………204 NONLOBBYING CERTIFICATION FOR FEDERAL AID CONTRACTS ………………………………….205 EXHIBIT 12-B BIDDER’S LIST OF SUBCONTRACTORS…………………………………………………..209 EXHIBIT 15-G CONSTRUCTION CONTRACT DBE COMMITMENT………………………………………211 EXHIBIT 15-H: PROPOSER/CONTRACTOR GOOD FAITH EFFORTS…………………………………..213 PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT…………………………………..…………216 PUBLIC CONTRACT CODE SECTION 10162 STATEMENT…………………………………….…………217 PUBLIC CONTRACT CODE SECTION 10232 STATEMENT……………………………………………….218 AGREEMENT .........................................................................................................................................219 INDEMNIFICATION AGREEMENT……………………………………………………………………………..223 EXAMPLE BOND FORMS ........................................................................................................................224 DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND.........228 DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND.............................................229

INSURANCE CERTIFICATES AND ENDORSEMENT FORMS
APPENDICES:

APPENDIX 1: ADDITIONAL UNDERGROUNDING SPECIFICATIONS
APPENDIX 2: DAVIS BACON FEDERAL WAGE RATES

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CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA

NOTICE TO BIDDERS FOR
DOWNTOWN STREETSCAPE, ROAD DIET AND UTILITIES PROJECT – PHASE II SPECIFICATION NO. 2021-179
NOTICE IS HEREBY GIVEN that sealed standard proposals for DOWNTOWN STREETSCAPE, ROAD DIET AND UTILITIES PROJECT – PHASE II will be received at the Office of the City Clerk, Ukiah Civic Center, 300 Seminary Avenue, Ukiah California until 2:00 p.m. on _______, ____, 20___, at which time, or as soon thereafter as possible, they will be publicly opened and read. Bids shall be addressed to the City Clerk and shall be endorsed “DOWNTOWN STREETSCAPE, ROAD DIET AND UTILITIES PROJECT – PHASE II.” Bids are required for the entire work described herein. No fax bids will be accepted.

ENGINEER'S ESTIMATE OF QUANTITIES
Item
No.

Description Quantity Unit of
Measure
1 Mobilization, Demobilization, and Final Cleanup 1 LS
2 Storm Water Pollution Prevention Plan (SWPPP) 1 LS
3 Storm Water Sampling and Analysis Day 10 EA
4 Temporary Water Pollution Control Measures 1 LS
5 Progress Schedule (Critical Path Method) 1 LS
6 Construction Area Signs 1 LS
7 Traffic Control System 1 LS
8 Positive Location (Potholing) 20 EA
9 Construction Survey 1 LS
10 Trench Bracing and Shoring 1 LS
11 Bypass Sewage Pumping 1 LS
12 Remove Traffic Stripe and Markings (Striping Conforms) 1 LS 13 Remove Existing Drainage Inlet 5 EA
14 Abandon Existing Storm Drain Pipe 800 LF
15 Remove/Replace Unsuitable Material - Miscellaneous Concrete 140 CY 16 Remove/Replace Unsuitable Material - Roadway Section 560 CY 17 Remove Concrete Curb and Gutter 4,100 LF
18 Remove Vertical Curb 130 LF
19 Remove Concrete Sidewalk, Driveways, and Curb Ramps 23,900 SF 20 Remove Concrete Roadway 52,000 SF
21 Remove/Salvage Trash Receptacle 1 EA
22 Remove Lighting Standard 2 EA
23 Remove Sanitary Sewer Manhole 6 EA
24 Abandon Sanitary Sewer Manhole 6 EA
25 Remove Sewer Main Line Cleanout 10 EA
26 Remove Existing Sanitary Sewer Main 2,900 EA
27 Abandon Existing Sanitary Sewer Main 2,660 LF
28 Abandon Existing Sanitary Sewer Lateral 50 EA
29 Abandon Existing Water Main 4,030 LF
30 Utility Conflict Resolution 1 LS
31 12" Water Main (C900) 1,950 LF
32 12" Water Main (Ductile Iron) 80 LF
33 6" Steel Casing Pipe - Bore and Jack (Electric) 25 LF

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34 8" Steel Casing Pipe - Bore and Jack (AT&T & CATV) 25 LF 35 18" Steel Casing Pipe - Bore and Jack (Water and SS) 76 LF 36 6" Water Main (C900) 20 LF
37 4" Water Main (C900) 60 LF
38 1" Water Service (For 3/4" Meter) 32 EA
39 Fire Hydrant and Lateral 6 EA
40 Fire Service 6 EA
41 Air Relief Valve 3 EA
42 Backflow Preventer 2 EA
43 Cap Existing Water Main 4 EA
44 Water Tie-In 6 EA
45 Temporary Blow Off Valve 1 EA
46 12" Sanitary Sewer 2,260 LF
47 10" Sanitary Sewer 1,490 LF
48 8" Sanitary Sewer 30 LF
49 48" Sanitary Sewer Manhole 13 EA
50 Sewer Main Line Cleanout 3 EA
51 4" Sewer Lateral With Cleanout 50 EA
52 Drainage Inlet 10 EA
53 LID Storm Drain Inlet 3 EA
54 Under Sidewalk Drain 13 EA
55 15" RCP Storm Drain Pipe 700 LF
56 12" RCP Storm Drain Pipe 400 LF
57 48" Storm Drain Manhole 3 EA
58 Clearing and Grubbing 1 LS
59 Remove Tree and Stump 47 EA
60 Remove Tree Grate 43 EA
61 Conform Grind 10,500 SF
62 Edge Grind 14,900 SF
63 Cold Plane Asphalt Concrete Pavement 15,600 SF
64 Roadway Excavation (F) 6,900 CY
65 Class 2 Aggregate Base (F) 4,100 CY
66 Hot Mix Asphalt (Type A) 3,100 TON
67 Adjust Existing Sanitary Manhole Cover to Grade 12 EA 68 Adjust Existing Strom Drain Manhole Cover to Grade 6 EA 69 Adjust Existing AT&T Manhole Cover to Grade 2 EA
70 Adjust Existing Drainage Inlet to Grade 3 EA
71 Adjust Existing Street Monument Cover to Grade 2 EA
72 Adjust Existing Utility Cover to Grade (Sidewalk) 85 EA 73 Adjust Existing Valves to Grade 35 EA
74 Minor Concrete (Curb and Gutter) 3,100 LF
75 Minor Concrete (6" Vertical Curb) 130 LF
76 Minor Concrete (Driveway) 6,200 SF
77 Minor Concrete (Sidewalk) 19,700 SF
78 Minor Concrete (Curb Ramp) 13 EA
79 Minor Concrete (Detectable Warning Surface) 250 SF

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80 Minor Concrete (8-inch Median Curb) 940 LF
81 Minor Concrete (Median Paving) 1,000 SF
82 Minor Concrete (Bioretention Curb & Gutter) 130 LF
83 Minor Concrete (Bioretention Vertical Curb) 170 LF
84 Irrigation System 1 LS
85 Street Tree 72 EA
86 Decomposed Granite Tree Well 1,210 SF
87 Brick Band 1,670 LF
88 Bench 6 EA
89 Bike Rack 13 EA
90 Planter Rail (Bioretention Area) 160 LF
91 Planting Area 4,600 SF
92 Plant Establishment Work 1 LS
93 Bioretention Area 800 SF
94 Survey Monument 2 EA
95 Flag Pole Sleeve 100 EA
96 Remove Roadside Sign 20 EA
97 Remove Roadside Sign Panel 2 EA
98 Thermoplastic Crosswalk and Pavement Marking 2,551 SF 99 Two-Way Blue Retroreflective Pavement Marker 9 EA
100 Metal Roadside Sign 84 EA
101 Roadside Sign - One Post 44 EA
102 Traffic Stripe (Detail 1) 330 LF
103 Traffic Stripe (Detail 8) 2,300 LF
104 Traffic Stripe (Detail 22) 4,000 LF
105 Traffic Stripe (Detail 27B) 4,000 LF
106 Traffic Stripe (Detail 27C) 920 LF
107 Traffic Stripe (Detail 32) 2,900 LF
108 Traffic Stripe (Detail 38) 750 LF
109 Traffic Stripe (Detail 39) 2,800 LF
110 Traffic Stripe (Detail 39A) 320 LF
111 Traffic Stripe (Detail 40) 120 LF
112 Green Bike Lane Pavement Markings 1,000 SF
113 Modify Signal (Gobbi St and S State St) 1 LS
114 Modify Signal (Mill St and S State St) 1 LS
115 Modify Signal (Scott St and N State St) 1 LS
116 Street Lighting System 1 LS
117 EXCAVATE, TRENCH, BACKFILL AND COMPACTION (12
INCH X 36 INCH TRENCH)
586 LF
118 EXCAVATE, TRENCH, BACKFILL AND COMPACTION (18
INCH X 48 INCH TRENCH)
224 LF
119 EXCAVATE, TRENCH, BACKFILL AND COMPACTION (24
INCH X 59 INCH TRENCH)
1,167 LF
120 1 INCH PVC SCH 40 CONDUIT (COMCAST) INCLUDING

INSTALLATION
184 FT

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121 2 INCH PVC SCH 40 CONDUIT (COMCAST) INCLUDING

INSTALLATION
3,364 FT
122 3 INCH PVC SCH 40 CONDUIT (COMCAST) INCLUDING

INSTALLATION
80 FT
123 2 INCH PVC SCH 40 CONDUIT (AT&T) INCLUDING

INSTALLATION
225 FT
124 4 INCH PVC SCH 40 CONDUIT (AT&T) INCLUDING

INSTALLATION
1,991 FT
125 3 INCH PVC SCH 40 CONDUIT INCLUDING INSTALLATION
(ELECTRIC)
442 FT
126 4 INCH PVC SCH 40 CONDUIT INCLUDING INSTALLATION
(ELECTRIC)
3,152 FT
127 EXCAVATE, BACKFILL, COMPACT AND INSTALL CABLE
SERVICE VAULTS B48 (COMCAST)
1 EA
128 EXCAVATE, BACKFILL, COMPACT AND INSTALL CABLE
SERVICE VAULTS N36 (COMCAST)
14 EA
129 EXCAVATE, BACKFILL, COMPACT AND INSTALL CABLE
SERVICE VAULTS N30 (COMCAST)
3 EA
130 EXCAVATE, BACKFILL, COMPACT AND INSTALL SERVICE
VAULTS 17" X 30" X 24" (AT&T)
3 EA
131 EXCAVATE, BACKFILL, COMPACT AND INSTALL SERVICE
VAULTS 2'6" X 4' X 3' (AT&T)
9 EA
132 EXCAVATE, BACKFILL, COMPACT AND INSTALL SERVICE
VAULTS 3' X 5' X 4' (AT&T)
2 EA
133 EXCAVATE, BACKFILL, COMPACTION AND INSTALL

PEDESTEL BOX PAD (CITY TO PROVIDE)
1 EA
134 EXCAVATE, BACKFILL, COMPACTION AND INSTALL 504LA

VAULT (CITY TO PROVIDE)
1 EA
135 EXCAVATE, BACKFILL, COMPACTION AND INSTALL PPB

PRIMARY JUNCTION BOX (CITY TO PROVIDE)
1 EA
136 EXCAVATE, BACKFILL, COMPACTION AND INSTALL

TRANSFORMER BOX PAD (CITY TO PROVIDE)
5 EA
137 EXCAVATE, BACKFILL, COMPACTION AND INSTALL

CONCRETE TRANSFORMER PAD (POUR IN PLACE)
1 EA
138 EXCAVATE, BACKFILL, COMPACTION AND INSTALL

SECONDARY SERVICE BOX (CITY TO PROVIDE)
4 EA

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Plans and Special Provisions may be inspected and/or copies obtained from the City’s website at www.cityofukiah.com/purchasing. No bid will be considered unless it is made on the forms furnished by the City and is made in accordance with the details of the Special Provisions. Each bidder must be licensed as required by law.

Further information regarding the work or these specifications can be obtained by calling Mary Horger, Procurement Manager at (707) 463-6233 or by email at [email protected].

The City Council reserves the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid by a responsible bidder and which it deems in the best interest of the City to accept. The City Council also reserves the right, but not the obligation, to waive any irregularity or failure to strictly comply with the bidding requirements, that the City determines in the reasonable exercise of its discretion does not provide the bidder with a competitive advantage over other bidders.

This project is subject to the “Buy America” provisions of the Surface Transportation Assistance Act of 1982 as amended by the Intermodal Surface Transportation Efficiency Act of 1991.

The City of Ukiah affirms that in any contract entered into pursuant to this advertisement, Disadvantaged Business Enterprises (DBE) will be afforded full opportunity to submit bids in response to this invitation. Bidders are advised that, as required by federal law, the City of Ukiah is implementing DBE requirements for this Project. Section 16 “Federal Requirements for Federal-Aid Construction Projects” under subsection titled “Disadvantaged Business Enterprises (DBE) covers these requirements.

The DBE Contract goal is 8%
No contractor or subcontractor may be listed on a bid proposal for a public works unless registered with the Department of Industrial Relations (“DIR”) pursuant to Labor Code section 1725.5 except as allowed. under Labor Code section 1771.1. The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the DIR.

Pursuant to provisions of Section 1770, including amendments thereof, of the Labor Code of the State of California, the DIR Director has ascertained the general prevailing rate of wages for straight time, overtime, Saturdays, Sundays and Holidays including employer payment for health and welfare, vacation, pension and similar purposes for the City of Ukiah. Copies of his General Prevailing Wage Determination are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD/.

The Federal minimum wage rates for this project as predetermined by the United States Secretary of Labor are set forth in the Bid Book and in copies of this book that may be examined at the offices described above where project plans, special provisions, and bid forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to holders of Bid book. Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. Attention is directed to the Federal minimum wage rate requirements in the Bid book. If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department of Industrial Relations for similar classifications of labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lower State wage rates not specifically included in the Federal minimum wage determinations. This includes "helper" (or other classifications based on hours of experience) or any other classification not appearing in the Federal wage determinations. Where Federal wage determinations do not contain the State wage rate determination otherwise available for use by the Contractor and subcontractors, the Contractor and subcontractors shall pay not less than the Federal minimum wage rate, which most closely approximates the duties of the employees in question.

The prime contractor for the work herein shall possess a current, valid State of California, Class A (General Engineering) Contractor's License. Pursuant to California Public Contract Code §22300, this contract includes provisions that allow substitutions of certain types of securities in lieu of the City withholding a portion of the partial payments due the Contractor to insure performance under this contract.

By order of the City Council, City of Ukiah, County of Mendocino, State of California.

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Dated:________________________ ________________________________________ Kristine Lawler, City Clerk, City of Ukiah, California
PUBLISH TWO TIMES:

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INSTRUCTIONS TO BIDDERS
DOWNTOWN STREETSCAPE, ROAD DIET AND UTILITIES PROJECT – PHASE II shall be performed in accordance with the Plans and Special Provisions therefor adopted, to which special reference is hereby made.

Each bidder must supply all the information required by the bid documents and Special Provisions.

Minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color or national origin in consideration for an award of any contract entered into pursuant to this advertisement. Women will be afforded equal opportunity in all areas of employment. However, the employment of women shall not diminish the standards or requirements for the employment of minorities.

All proposals or bids shall be accompanied by a cashier's check or certified check payable to the order of the City of Ukiah amounting to 10 percent of the bid, or by a bond in said amount and signed by the bidder and a corporate surety, payable to said City. Said check shall be forfeited, or said bond shall become payable to said City in case the bidder depositing the same does not, within fifteen (15) days after written notice that the contract has been awarded to him: (a) enter into a contract with the City and (b) furnish certificates of insurance and endorsements, a bond of faithful performance and a payment bond as described in the Special Provisions.

No bidder shall withdraw his or her bid for a period of thirty (30) calendar days after the date set by the City for the opening thereof.

The Contractor and any subcontractors shall each possess a valid City of Ukiah Business License prior to the start of any work.

The Contractor shall furnish a project schedule to the Engineer prior to the start of any work and start work as scheduled.

The work is to be completed within 325 working days. The Contractor will pay to the City the sum of five thousand ($5000.00) dollars per day for each and every calendar day delay beyond the time prescribed.

The staff shall notify a bidder by telephone, email or fax, if it intends to recommend the rejection of the bidder’s bid. Any bid protest must be filed with the City Clerk not more than five calendar days following the bid opening, or 2 calendar days following notice that staff is recommending the rejection of a bid. If any such timely written protest is filed, all bidders shall be provided a copy of the protest within 2 calendar days of its receipt, which may be delivered to the bidders as an email attachment or by fax. All such bidders may file with the City Manager a written objection or other response to the protest.

All objections or responses filed not more than 5 days after receipt of the written protest will be presented to the City Council at its next regular meeting occurring not less than 12 calendar days following the bid opening. The City Council will resolve the bid protest at that meeting based on the written protest, any staff recommendation and all timely written objections and responses. In accordance with the Brown Act, any person may address the City Council on this item during the meeting. The City Council action on the protest shall represent a final decision by the City on the protest.

The BIDDER is advised that this is a federal and state funded project, and as such subject to substantial special provisions and requirements. The BIDDER must ensure that all state and federal provisions are read, understood and complied with during the duration of the project, particularly regarding DBE (see definition, below) issues and related Good Faith effort. In the case of discrepancies between City of Ukiah and federal requirements, federal shall prevail.

Examination of Site, Drawings, Etc.

Each bidder shall visit the site of the proposed work and fully acquaint himself with local conditions, construction and labor required so that he or she may fully understand the facilities, difficulties and restrictions attending the execution of the work under the Contract. Bidders shall thoroughly examine and be familiar with the Plans and Special Provisions. The failure of any bidder to receive or examine any form, instrument, addendum, or other document, or to visit the site and acquaint himself with conditions there existing, shall in no way relieve the bidder from any obligation with respect to his or her proposal or to the contract. The drawings for the work show conditions as they are supposed or believed by the Engineer to exist; but, it is neither intended nor shall it be inferred that the conditions as shown thereon constitute a representation by the Engineer,

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the City or its officers that such conditions are actually existent, nor shall the City, the Engineer or any of their officers or representatives be liable for any loss sustained by the Contractor as a result of a variance between the conditions shown on the drawings and the conditions actually revealed during the progress of the work or otherwise.

The bidder's attention is directed to the possible existence of obstructions and public improvements within the limits of the work or adjacent thereto, which may or may not be shown on the Drawings. Any bid shall take into consideration that conditions may exist underground or otherwise that are not known to the City or easily detected during a site inspection that could impact the time or cost of completing the project. The City expects the bids to anticipate such conditions so that it can know for budgeting and other purposes the total cost to complete the project before accepting a bid and undertaking the legal obligation to construct the project. In awarding the contract the City relies on the contractor’s representation that its bid anticipates differing site conditions and the additional time or cost that such conditions may necessitate.

The bidder shall investigate to his or her satisfaction the conditions to be encountered, the character, quality and quantities of work to be performed and materials to be furnished and the requirements of the Plans, Special Provisions, Standard Specifications, Standard Plans, and Contract Documents. The submission of a proposal shall be considered conclusive evidence that the bidder has made such examination and has accepted the project workplace as a safe workplace to perform the work of the Contract.

Bidder Inquiries and Questions
Inquiries and questions must be submitted in writing via fax or email to the following designated contact person:

Mary Horger, Procurement Manager
Fax: (707) 313-3621
Email: [email protected]
The City reserves the right to not respond to inquiries or questions submitted within 3 business days of the bid opening.

Location of the Work
All of the work to be performed is within the City of Ukiah on State Street from Cherry Street to Mill Street and Henry Street to Norton Street.

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GENERAL CONDITIONS
SECTION 1. PROPOSAL REQUIREMENTS AND GENERAL CONDITIONS 1-01. Definitions. Whenever any word or expression defined in this section, or pronoun used in its stead, occurs in these contract documents, it shall have and is mutually understood to have the meaning given:
a. "City of Ukiah" or "City" shall mean the City of Ukiah, Mendocino County, California, acting through its City Council or any other board, body, official or officials to which or to whom the power belonging to the Council shall by virtue of any act or acts, hereafter pass or be held to appertain. b. "Engineer" shall mean the Engineer duly and officially appointed by the City to supervise and direct the work of construction under this contract, acting personally or through agents or assistants duly authorized by him, such agents or assistants acting within the scope of the particular duties entrusted to them. c. "Inspector" shall mean the engineering or technical inspector or inspectors duly authorized or appointed by the Engineer, limited to the particular duties entrusted to him or her or them. d. "Contractor" shall mean the party entering into contract with the City of Ukiah for the performance of work covered by this contract and his or her authorized agents or legal representatives. e. "Date of signing of contract" or words equivalent thereto, shall mean the date upon which this contract, with the signature of the Contractor affixed, together with the prescribed bonds, shall be or shall have been delivered to the City or its duly authorized representatives. f. "Day" or "days", unless herein otherwise expressly defined, shall mean a calendar day or days of twentyfour hours each. g. "The work" shall mean and include all the work specified, indicated, shown or contemplated in the contract to construct the improvement, including all alterations, amendments or extensions thereto made by contract change order or other written orders of the Engineer.
h. "Contract drawings", "drawings", "plans" shall mean and include 1) all drawings or plans which may have been prepared by or on behalf of the City, as a basis for proposals, when duly signed and made a part of this contract by incorporation or reference, 2) all drawings submitted in pursuance of the terms of this contract by the successful bidder with his or her proposal and by the Contractor to the City if and when approved by the Engineer and 3) all drawings submitted by the Engineer to the Contractor during the progress of the work as provided for herein.
i. Where "as shown", "as indicated", "as detailed" or words of similar import are used, it shall be understood that reference to the drawings accompanying these Special Provisions is made unless stated otherwise.

Where "as directed", "as permitted", "approved" or words of similar import are used, it shall be understood that the direction, requirements, permission, approval or acceptance of the Engineer is intended unless stated otherwise.

As used herein, "provide" or "install" shall be understood to mean "provide or install complete in place", that is, "furnish and install". "Shall" is mandatory; "may" is permissive. 1-02. Examination of Plans, Special Provisions and Site of Work. The bidder shall examine carefully the Proposal, Plans, Special Provisions, Contract forms and the site of the work contemplated therefor. It will be assumed that the bidder has investigated to his or her satisfaction the conditions to be encountered and the character, quality and requirements of all Plans, Special Provisions, Standard Specifications, and Standard Plans involved. 1-03. Proposal. Bids shall be made on the blank forms prepared by the City. All bids shall give the prices bid, both in writing and in figures and shall be signed by the bidder or his or her authorized representative, with his or her address. If the bid is made by an individual or partner, his or her name and the post office address of his or her business or partnership, along with his or her signature or the signature of one or more partners must be shown; if made by a corporation, the bid

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shall show the name of the state under the laws of which the corporation is chartered, the name of the corporation and the title of the person who signs on behalf of the corporation.

Each proposal shall be enclosed in a sealed envelope, endorsed as specified in the notice to bidders. Bidders are warned against making erasures or alterations of any kind and proposals which contain omissions, erasures, conditions, alterations, additions not called for, additional proposals or irregularities of any kind may be rejected. 1-04. Withdrawal of Bids. Any bid may be withdrawn at any time prior to the hour fixed in the notice to bidders for the openings of bids, provided that a request in writing, executed by the bidder or his or her duly authorized representative, for the withdrawal of such bid is filed with the City. The withdrawal of a bid will not prejudice the right of a bidder to file a new bid. 1-05. Public Opening of Bids. Bids will be opened and read publicly at the time and place indicated in the notice to bidders. Bidders or their agents are invited to be present. 1-06. Bid Guaranty. Each bid must be accompanied by a certified check, cashier's check or bidder's bond executed by an admitted surety insurer, payable to the order of the City of Ukiah in an amount not less than 10 percent of the bid as a guarantee that the bidder will enter into a contract, if awarded the work. 1-07. Qualification of Bidders. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. The prime contractor shall be responsible for posting job site notices as prescribed by regulation. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

Each bidder shall be licensed under the provisions of Chapter 9, Division 3 of the Business and Professions Code and shall be skilled and regularly engaged in the general class or type of work called for under this contract. A statement setting forth this experience and business standing shall be submitted by each bidder on the form provided herewith. It is the intention of the City to award a contract only to a bidder who furnishes satisfactory evidence that he or she has the requisite experience and ability and that he or she has sufficient capital, facilities and equipment to enable him or her to prosecute the work successfully and promptly within the time and in the manner agreed.

In determining the degree of responsibility to be credited to a bidder, the City may weigh evidence that the bidder or his or her personnel charged with the responsibility in the work, has performed satisfactorily other contracts of like nature and magnitude or comparable difficulty at similar rates of progress. 1-08. Disqualification of Bidders. More than one bid from an individual business, partnership, corporation or association, under the same or different names, will not be considered. Reasonable grounds for believing that any bidder is financially interested in more than one bid for the work will cause the rejection of all bids in which he or she is so interested. If there is reason to believe that collusion exists among the bidders, none of the participants in such collusion will be considered. Bids in which the prices obviously are unbalanced may be rejected. 1-09. Identification of Subcontractors. All bids shall comply with the Subletting and Subcontracting Fair Practices Act (Public Contract Code Section 4100 and following) and shall set forth:
(a) The name and the location of the place of business of each subcontractor who will perform work or labor, or render service to the prime contractor in or about the construction of the work, or to a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work according to detailed drawings contained in the plans and Special Provisions, in an amount in excess of onehalf of 1 percent of the prime contractor's total bid. (b) The portion of the work which will be done by each such subcontractor. The prime contractor shall list only one subcontractor for each such portion defined by the prime contractor in his or her bid. 1-10. General Provisions of the Standard Specifications. All provisions of the General Provisions, Sections 1 through 11, of the Standard Specifications, shall be applicable to the contract except as modified by these Special Provisions. The Standard Specifications are set forth in Section 12-06 of these Special Provisions.

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1-11. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid must check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda.

SECTION 2. AWARD AND EXECUTION OF CONTRACT
2-01. Award of Contract. Award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the specified requirements. The award, if made, will be made within thirty (30) days after opening of the bids. The City reserves the right to reject any and all bids and to waive any irregularity in the proposal not pertaining to cost. 2-02. Return of Proposal Guaranties. All bid guaranties will be held until the contract has been fully executed, after which they will be returned upon request to the respective bidders whose bids they accompany. 2-03. Execution of Contract. The contract agreement shall be executed in duplicate by the successful bidder and returned, together with the contract bonds, insurance certificates and endorsements, within fifteen (15) days after written notice of the award of the contract. After execution by the City; one copy shall be filed with the City and one copy shall be returned to the Contractor. If the bidder fails or refuses to enter into the contract agreement within the required time, then the bid guaranty accompanying the bid shall be forfeited to the City.

SECTION 3. SCOPE AND INTENT OF CONTRACT
3-01. Effect of Inspection and Payments. Neither the inspection by the Engineer or an inspector, nor any order, measurement or approved modification, nor certificate or payment of money, nor acceptance of any part or whole of the work, nor any extension of time, nor any possession by the City or its agents, shall operate as a waiver of any provision of this contract or of any power reserved therein to the City, or of any right to damages thereunder; nor shall any breach of this contract be held to be a waiver of any subsequent breach. All remedies shall be construed as cumulative. 3-02. Effect of Extension of Time. The granting of any extension of time on account of delays which, in the judgement of the City, are avoidable delays shall in no way operate as a waiver on the part of the City of its rights under this contract. 3-03. Extra Work. If extra work orders are given in accordance with provisions of this contract, such work shall be considered a part hereof and shall be subject to each and all of its terms and requirements. 3-04. Assignment of Contract. The contract may be assigned or sublet in whole or in part only upon the written consent of the City acting through its authorized agents. Consent will not be given to any proposed assignment which would relieve the original contractor or its surety of their responsibilities under the contract nor will the Engineer consent to any assignment of a part of the work under the contract.
3-05. Subcontractors. The Contractor shall be as fully responsible for the acts and omissions of his or her subcontractors and of persons either directly or indirectly employed by them, as he or she is for the acts and omissions of persons directly employed by him.

The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcontractors to the terms of this Contract which are applicable to the work of subcontractors.

Nothing contained in this contract shall be construed to create or shall be relied upon to create any contractual relationship between any subcontractor and the City and no action may be brought by any subcontractor against the City based on this contract.
3-06. Interpretation of Special Provisions and Drawings. The Special Provisions and the Contract Drawings are intended to be explanatory of each other. Any work indicated in the Contract Drawings and not in the Special Provisions, or vice versa, is to be executed as if indicated in both. In case of a discrepancy or conflict between the Technical Specifications and Contract Plans, the Technical Specifications shall govern. All work shown on the Contract Drawings, the dimensions of which are not figured, shall be accurately followed to the scale to which the drawings are made, but figured dimensions are in all cases to be followed, where given, though they differ from scaled measurements. Large scale drawings shall be followed in preference to small scale drawings. Should it appear that the work to be done, or any of the matters relative thereto, are

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not sufficiently detailed or explained in these contract documents, including the contract drawings, the Contractor shall apply to the Engineer for such further explanations as may be necessary and shall conform thereto as part of this contract, so far as may be consistent with the terms of this contract. In the event of any doubt or questions arising respecting the true meaning of the Special Provisions, reference shall be made to the Engineer and his or her decision thereon shall be final. If the Contractor believes that a clarification or interpretation justifies an increase in the contract price or contract time, the Contractor must comply with the written notice provisions of Sections 9-05 and 10-07 of these Special Provisions.

Contractor’s attention is directed to Section 12-06 of the Technical Specifications regarding the Standard Specifications and Standard Plans.
3-07. Addenda. If it becomes necessary to revise any part of these plans and specifications after they have been released, the City will issue an addendum containing the revision. All addenda will be posted on the City’s website at www.cityofukiah.com/purchasing with the rest of the bid documents. Anyone who intends to submit a bid in response to this Request for Bid much check the website frequently for any posted addenda. Anyone submitting a bid will be deemed to have seen and agreed to be bound by the posted addenda.
3-08. Liability of City Officials. No city official, nor the Engineer, nor any authorized assistant of any of them, shall be personally responsible for any liability arising under this contract. 3-09. Dispute Resolution. Claims of $375,000 or less by the Contractor that arise under this Contract are subject to the mandatory dispute resolutions provisions in Public Contract Code Sections 20104-20104.6.

SECTION 4. BONDS
4-01. Faithful Performance Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit, or certificates of deposit, acceptable to the City, conditioned upon the faithful performance of all covenants and stipulations under this contract. The amount of the bond shall be 100 percent of the total contract price, as this sum is set forth in the agreement. 4-02. Material and Labor Bond. As a part of the execution of this contract, the Contractor shall furnish a bond of a surety company or other securities providing equivalent protection such as cash, letter of credit or certificates of deposit acceptable to the City in a sum not less than 50 percent of the total contract price, as this sum is set forth in the agreement for the payment in full of all persons, companies or corporations who perform labor upon or furnish materials to be used in the work under this contract, in accordance with the provisions of Sections 3247 through 3252 inclusive of the Civil Code of the State of California and any acts amendatory thereof.
4-03. Defective Material and Workmanship Bond. As a condition precedent to the completion of this contract, the Contractor shall furnish a bond of a surety company acceptable to the City in an amount not less than 5 percent (5%) of the final contract price, to hold good for a period of one (1) year after the completion and acceptance of the work, to protect the City against the results of defective materials, workmanship and equipment during that time. This bond shall be delivered to the City before the final payment under this contract will be made. 4-04. Notification of Surety Companies. The surety companies shall familiarize themselves with all of the conditions and provisions of this contract and they waive the right of special notification of any change or modification of this contract or of extension of time, or decreased or increased work, or of the cancellation of the contract, or of any other act or acts by the City or its authorized agents, under the terms of this contract; and failure to so notify the aforesaid surety companies of changes shall in no way relieve the surety companies of their obligation under this contract.

SECTION 5. INSURANCE REQUIREMENTS FOR CONTRACTORS
(WITH CONSTRUCTION RISKS)
Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. 5-01. Minimum Scope of Insurance
Coverage shall be at least as broad as:

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1. Insurance Services Office Commercial Liability Coverage (occurrence form CG 0001).

2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto).

3. Worker's Compensation insurance as required by the State of California and Employer's Liability Insurance.

4. Course of Construction insurance covering for “all risks” of loss. 5-02. Minimum Limits of Insurance
Contractor shall maintain limits no less than:

1. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage including operations, products and completed operations. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage.

3. Employer's Liability: $1,000,000 per accident for bodily injury and property damage.

4. Course of Construction: Completed value of the project with no co-insurance penalty provisions. 5-03. Deductibles and Self-insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or the Contractor shall provide a financial guarantee satisfactory to the City guaranteeing payment of losses and related investigations, claim administration and defense expenses.
5-04. Other Insurance Provisions
The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:

1. The City, its officers, officials, employees and volunteers are to be covered as Additional Insured with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Contractor's insurance, or as a separate owner's policy.

2. The workers’ compensation policy is to be endorsed with a waiver of subrogation. The insurance company, in its endorsement, agrees to waive all rights of subrogation against the City, its officers, officials, employees and volunteers for losses paid under the terms of this policy which arises from the work performed by the named insured for the City.

3. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees or volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees or volunteers shall be excess of the Contractor's insurance and shall not contribute with it.

4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be canceled by either party, except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the City.

5. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under Subdivision (b) of Section 2782 of Civil Code.

6. Course of Construction policies shall contain the following provisions:
a.) The City shall be named as loss payee.
b.) The insurer shall waive all rights of subrogation against the City.

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5-05. Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best's rating of no less than the following:

A++ VII A- VIII
A+ VII B++ X
A VII B+ X
5-06. Verification of Coverage. Contractor shall furnish the City with original certificates and amendatory endorsements effecting coverage required by this clause. The endorsements shall be on forms provided by the City or on other than the City's forms, provided those endorsements or policies conform to the requirements. All certificates and endorsements are to be received within 15 days from written notice of contract award, and the work shall not commence until the certificates and endorsements have been approved by the City. The City reserves the right to require complete certified copies of all required insurance policies, including endorsements affecting the coverage required by these Special Provisions at any time. 5-07. Subcontractors. Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

SECTION 6. RESPONSIBILITIES AND RIGHTS OF CONTRACTOR
6-01. Legal Address of Contractor. Both the address given in the proposal and the Contractor's office in the vicinity of the work are hereby designated as places to either of which drawings, samples, notices, letters or other articles or communications to the Contractor may be mailed or delivered. The delivery at either of these places of any such thing from the City or its agents to the Contractor shall be deemed sufficient service thereof upon the Contractor and the date of such service shall be the date of such delivery. The address named in the proposal may be changed at any time by notice in writing from the Contractor to the City. Nothing herein contained shall be deemed to preclude or render inoperative the service of any drawing, sample, notice, letter or other article or communication to or upon the Contractor personally. 6-02. Office of Contractor at Site. During the performance of this contract, the Contractor shall maintain a suitable office at the site of the work which shall be the headquarters of a representative authorized to receive drawings and any such thing given to the said representatives or delivered at the Contractor's office at the site of work in his or her absence shall be deemed to have been given to the Contractor.
6-03. Attention to Work. The Contractor shall give his or her personal attention to and shall supervise the work to the end that it shall be prosecuted faithfully and when he or she is not personally present on the work, he or she shall at all reasonable times be represented by a competent superintendent or foreman who shall receive and obey all instructions or orders given under this contract and who shall have full authority to execute the same and to supply materials, tools and labor without delay and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or her or to his or her authorized representative. 6-04. Liability of Contractor. The Contractor shall do all of the work and furnish all labor, materials, tools and appliances, except as otherwise herein expressly stipulated, necessary or proper for performing and completing the work herein required in the manner and within the time herein specified. The mention of any specific duty or liability imposed upon the Contractor shall not be construed as a limitation or restriction of any general liability or duty imposed upon the Contractor by this contract, said reference to any specific duty or liability being made herein merely for the purpose of explanation.

The right of general supervision by the City shall not make the Contractor an agent of the City and the liability of the Contractor for all damages to persons or to public or private property, arising from the Contractor's execution of the work, shall not be lessened because of such general supervision.

Until the completion and final acceptance by the City of all the work under and implied by this contract, the work shall be under the Contractor's responsible care and charge. The Contractor shall rebuild, repair, restore and make good all injuries, damages, re-erections and repairs, occasioned or rendered necessary by causes of any nature whatsoever, excepting only acts of God and none other, to all or any portions of the work, except as otherwise stipulated.

To the fullest extent permitted by law, Contractor shall indemnify and hold harmless the City and its officers, directors, agents and employees from and against all claims, damages, losses and expenses including but not limited to attorneys' fees, costs

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of suit, expert witness fees and expenses and fees and costs of any necessary private investigators arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property, other than the work itself, including the loss of use resulting therefrom and (2) is caused in whole or in part by any act or omission of the Contractor, any subcontractor, or anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder, or by the negligence or omission of a party indemnified herein.

In any and all claims against the City or any of its agents or employees by any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them, or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' or workmen's compensation acts, disability benefit acts, or other employee benefit acts. The obligation to indemnify shall extend to and include acts of the indemnified party which may be negligent or omissions which may cause negligence.

The City shall have the right to estimate the amount of such damage and to cause the City to pay the same and the amount so paid for such damage shall be deducted from the money due the Contractor under this contract; or the whole or so much of the money due or to become due the Contractor under this contract as may be considered necessary by the City, shall be retained by the City until such suits or claims for damages shall have been settled or otherwise disposed of and satisfactory evidence to that effect furnished to the City.
6-05. Protection of Persons and Property. The Contractor shall furnish such watchman, guards, fences, warning signs, walks and lights as shall be necessary and shall take all other necessary precautions to prevent damage or injury to persons or property.

All property line fences and improvements in the vicinity of the work shall be protected by the Contractor and, if they are injured or destroyed, they and any other property injured by the Contractor, his or her employees or agents, shall be restored to a condition as good as when he or she entered upon the work. 6-06. Protection of City Against Patent Claims. All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the Contractor and his or her sureties shall protect and hold the City, together with all of its officers, agents, servants and employees, harmless against any and all demands made for such fees or claims brought or made on account of this contract. The Contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or classes.

Should the Contractor, his or her agents, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the Contractor shall promptly substitute other articles, materials or appliance, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Engineer elects, in lieu of such substitution, to have supplied and to retain and use, any such invention, article, material or appliance, as may by this contract be required to be supplied, in that event the Contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, its officers, agents, servants and employees, or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should the Contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then in that event the Engineer shall have the right to make such substitution, or the City may pay such royalties and secure such licenses and charge the cost thereof against any money due to the Contractor from the City or recover the amount thereof from him or her and his or her sureties notwithstanding final payment under this contract may have been made.
6-07. Protection of Contractor's Work Property. The Contractor shall protect his or her work, supplies and materials from damage due to the nature of the work, the action of the elements, trespassers, or any cause whatsoever under his or her control, until the completion and acceptance of the work. Neither the City nor any of its agents assumes any responsibility for collecting indemnity from any person or persons causing damage to the work of the Contractor. 6-08. Regulations and Permits. The Contractor shall secure and pay for all permits, give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Plans and Special Provisions are at variance therewith, he or she shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. The contractor and

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any subcontractors shall each secure and maintain a valid City of Ukiah Business License. The City of Ukiah will issue a no fee encroachment permit to the Contractor allowing him or her to perform work within City right of way or within City property after the Contract Documents have been executed and insurance certificates and endorsements have been approved by the City.
6-09. Construction Utilities. The Contractor shall be responsible for providing for and in behalf of his or her work under this contract, all necessary utilities, such as special connection to water supply, telephones, power lines, fences, roads, watchmen, suitable storage places, etc.
6-10. Approval of Contractor's Plans. The approval by the Engineer of any drawing or any method of work proposed by the Contractor in accordance with paragraph 8-06 shall not relieve the Contractor of any of his or her responsibility for his or her errors therein and shall not be regarded as any assumption of risk or liability by the City or any officer or employee thereof and the Contractor shall have no claim under this contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Engineer has no objection to the Contractor's using, upon his or her own full responsibility the plan or method approved. 6-11. Suggestions to the Contractor. Any plan or method of work suggested by the Engineer to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City shall assume no responsibility thereof. 6-12. Termination of Unsatisfactory Subcontracts. Should any subcontractor fail to perform in a satisfactory manner the work undertaken by him, such subcontract shall be terminated immediately by the Contractor upon notice from the Engineer. 6-13. Preservation of Stakes and Marks. The Contractor shall preserve carefully bench marks, reference points and stakes and in case of destruction he or she shall replace his or her stakes, reference points and bench marks and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance. Contractor’s attention is directed to Section 7-03 of these Special Provisions.
6-14. Assistance to Engineer. At the request of the Engineer the Contractor shall provide men from his or her force and tools, stakes and other materials to assist the Engineer temporarily in making measurements and surveys and in establishing temporary or permanent reference marks. Payment for such materials and assistance will be made as provided for under the caption "Extra Work," provided, however, that the cost of setting stakes and marks carelessly lost or destroyed by the Contractor's employees will be assessed to the Contractor. 6-15. Removal of Condemned Materials and Structures. The Contractor shall remove from the site of the work, without delay, all rejected and condemned materials or structures of any kind brought to or incorporated in the work and upon his or her failure to do so, or to make satisfactory progress in so doing, within forty-eight (48) hours after the service of a written notice from the Engineer, the condemned material or work may be removed by the City and the cost of such removal shall be taken out of the money that may be due or may become due the Contractor on account of or by virtue of this contract. No such rejected or condemned material shall again be offered for use by the Contractor under this Contract. 6-16. Proof of Compliance with Contract. In order that the Engineer may determine whether the Contractor has complied with the requirements of this contract, not readily enforceable through inspection and tests of the work and materials, the Contractor shall, at any time when requested, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his or her compliance with such requirements. 6-17. Errors and Omissions. If the Contractor, in the course of the work, finds any errors or omissions in plans or in the layout as given by survey points and instruction, or if he or she finds any discrepancy between the plans and the physical conditions of the locality, he or she shall immediately inform the Engineer, in writing and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk. 6-18. Cooperation. The Contractor shall cooperate with all other contractors who may be performing work in behalf of the City and workmen who may be employed by the City on any work in the vicinity of the work to be done under this contract with the work of such contractors or workmen. he or she shall make good promptly, at his or her own expense, any injury or damage that may be sustained by other contractors or employees of the City at his or her hands.

Any difference or conflict which may arise between the Contractor and other contractors, or between the contractor and workmen of the City in regard to their work shall be adjusted and determined by the Engineer. If the work of the Contractor is

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delayed because of any acts or omissions of any other contractor or of the City, the Contractor shall on that account have no claim against the City other than for an extension of time. 6-19. Right of Contractor to Stop Work. Under the following conditions the Contractor shall have the right, if he or she so desires, to stop the work and terminate the contract upon ten (10) days written notice to the Engineer and recover from the City payment for all work actually performed and for all satisfactory materials actually delivered to the site of the work for permanent incorporation therein, all as may be shown by the estimate of the Engineer. (1) If the work is stopped under an order of any court or other competent public authority for a period of time of three (3) months through no act or fault of the Contractor or of anyone employed by him. (2) If the Engineer fails to issue the monthly certificate for payment in accordance with the terms of this contract.
(3) If the City fails to pay the Contractor within sixty (60) days after it shall have become due, as provided by the terms of this contract, any sum certified by the Engineer or awarded by the City.

All provided that if such action to terminate the contract be not instituted by the Contractor within ten (10) days after the alleged existence of such condition and if written notice of such action be not at that time delivered to the City and the Engineer, then such right shall lapse until another occasion arises according to this section. 6-20. Hiring and Dismissal of Employees. The Contractor shall employ only such foremen, mechanics and laborers as are competent and skilled in their respective lines of work and whenever the Engineer shall notify the Contractor that any person on the work is, in his or her opinion, incompetent, unfaithful, intemperate or disorderly, or refuses to carry out the provisions of this contract, or uses threatening or abusive language to any person on the work representing the City, or is otherwise unsatisfactory, such person shall be discharged im mediately from the work and shall not be re-employed upon it except with the consent of the Engineer. 6-21. Wage Rates.

1. Contractor shall pay all mechanics and laborers employed or working upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics.

2. Contractor shall comply with the California Labor Code Section 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the Owner, $50.00 (or the higher minimum penalty as provided in Section 1775(B)(ii) – (iii)) for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor.

3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, Owner has ascertained the general prevailing rate of wages (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. Copies of the General Prevailing Wage Determination are available on the Internet at web address: http://www.dir.ca.gov/DLSR/PWD The Contractor shall post the wage determination at the site of work in a prominent place where it can easily be seen by the workers.

4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained by the Contractor. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City.

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5. The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE. Commencing with contracts awarded or after April 1, 2015, all contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE.

6. Travel and Subsistence Payments.

Contractor shall make travel and subsistence payments to each workman needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968).

7. Apprentices.

Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. 6-22. Cleaning Up. The Contractor shall not allow the site of the work to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition throughout the construction period. The Engineer shall have the right to determine what is or is not waste material or rubbish and the place and manner of disposal.

On or before the completion of the work, the Contractor shall without charge therefore carefully clean out all pits, pipes, chambers or conduits and shall tear down and remove all temporary structures built by him or her and shall remove rubbish of all kind from any of the grounds which he or she has occupied and leave them in first class condition. 6-23. Guaranty. All work shall be guarantied for a period of one year from the date of acceptance by the City. The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment.

The City is hereby authorized to make such repairs if within ten days after the mailing of a notice in writing to the Contractor or his or her agent, the Contractor shall neglect to make or undertake with due diligence the aforesaid repairs, provided, however, that in case of an emergency where, in the opinion of the City delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor and the Contractor shall pay the costs thereof.

Pursuant to the provisions of Section 4-03 of these Special Provisions, the Contractor shall furnish a Defective Material and Workmanship Bond in an amount not less than 5 percent of the final contract price, which shall be effective for a period of one (1) year after the completion and acceptance of the work.

SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY
7-01. Authority of the Engineer. All work done under this contract shall be done in a workmanlike manner and shall be performed to the reasonable satisfaction of the Engineer, who shall have general supervision of all work included hereunder.

To prevent disputes and litigation, the Engineer (1) shall in all cases determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract, (2) shall decide all questions relative to the true construction, meaning and intent of the Special Provisions and Drawings, (3) shall decide all questions which may arise relative to the classifications and measurements of quantities and materials and the fulfillment of this contract and (4) shall have the power to reject or condemn all work or material which does not conform to the terms of this contract. his or her estimate and decision in all matters shall be a condition precedent to an appeal for arbitration, or the right of the Contractor to receive, demand, or claim any money or other compensation under this agreement and a condition precedent to any liability on the part of the City to the Contractor on account of this contract. Whenever the Engineer shall be unable to act, in consequence of absence or other cause, then such engineer as the Engineer or the City shall designate, shall perform any and all of the duties and be vested with any or all of the powers herein given to the Engineer. 7-02. Inspection. The City will provide engineering personnel for the inspection of the work.

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The Engineer and his or her representatives shall at all times have access to the work whenever it is in preparation or progress and the Contractor shall provide proper facilities for such access and inspection.

If the Special Provisions, the Engineer's instruction, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by an authority other than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made at the source of supply where practicable. If any work shall be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense.

Re-examination of any work may be ordered by the Engineer and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the contract documents, the City shall pay the cost of reexamination and replacement. If such work is not in accordance with the contract documents, the Contractor shall pay such cost.

Properly authorized and accredited inspectors shall be considered to be the representatives of the City limited to the duties and powers entrusted to them. It will be their duty to inspect materials and workmanship of those portions of the work to which they are assigned, either individually or collectively, under instructions of the Engineer and to report any and all deviations from the Drawings, Special Provisions and other contract provisions which may come to their notice. Any inspector may be considered to have the right to order the work entrusted to his or her supervision stopped, if in his or her opinion such action becomes necessary, until the Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all contract requirements. 7-03. Surveys. Contractor shall furnish all land surveys, establish all base lines and benchmarks and make sufficient detailed surveys needed for working points, lines and elevations. The Contractor shall develop all slope stakes and batter boards. Contractor shall also develop all additional working points, lines and elevations as he or she may desire to facilitate his or her methods and sequence of construction.
7-04. Rights-of-Way. The City will provide all necessary rights-of-way and easements in or beneath which work will be performed by the Contractor under this contract.
7-05. Retention of Imperfect Work. If any portion of the work done or material furnished under this contract shall prove defective and not in accordance with the Plans and Special Provisions, and if the imperfection in the same shall not be of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain such work instead of requiring the imperfect work to be removed and reconstructed, but he or she shall make such deductions therefor in the payments due or to become due the Contractor as may be just and reasonable. 7-06. Changes in the Work. The Engineer shall have the right, in writing, to order additions to, omissions from, or corrections, alterations and modifications in the line, grade, form, dimensions, plan, or kind or amount of work or materials herein contemplated, or any part thereof, either before or after the beginning of construction. However, the arithmetical sum of the cost to the City of additions and subtractions from the work under this contract shall not exceed 10 percent of original contract amount or $5,000, whichever is the greater, unless based upon a supplementary agreement to be made therefore.

The order of such additions, omissions, corrections, alterations and modifications shall be in writing and signed by the Engineer and, in order, shall then be binding upon the Contractor. The Contractor shall proceed with the work as changed and the value of such change shall be determined as provided for in section 10-07 of these Special Provisions.

Such alterations shall in no way affect, vitiate, or make void this contract or any part thereof, except that which is necessarily affected by such alterations and is clearly the evident intention of the parties to this contract. 7-07. Additional Drawings by City. The drawings made a part of this contract at the time of its execution are intended to be fairly comprehensive and to indicate in more or less detail the scope of the work. In addition to these drawings, however, the Engineer shall furnish such additional drawings from time to time during the progress of the work as are necessary to make clear or to define in greater detail the intent of the Special Provisions and the contract drawings and the Contractor shall make his or her work conform to all such drawings. 7-08. Additional and Emergency Protection. Whenever, in the opinion of the Engineer, the Contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by the processes of construction on account of such neglect and whenever, in the opinion of the Engineer, an emergency shall arise and immediate action shall be considered necessary in

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order to protect public or private, personal or property interest, then and in that event, the Engineer, with or without notice to the Contractor may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate.

The cost and expense of such work and material so furnished shall be borne by the Contractor and, if the same shall not be paid on presentation of the bills therefor, then such costs shall be deducted from any amounts due or to become due the Contractor.

The performance of such emergency work under the direction of the Engineer shall in no way relieve the Contractor from any damages which may occur during or after such precaution has been taken by the Engineer. 7-09. Suspension of Work. The City may at any time suspend the work or any part thereof by giving five (5) days written notice to the Contractor. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the City to the Contractor so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension.

If the work, or any part thereof, shall be stopped by the notice in writing aforesaid and if the City does not give notice in writing to the Contractor to resume work at a date within ten (10) days of the date fixed in the written notice to suspend, then the Contractor may abandon that portion of the work so suspended and he or she will be entitled to the estimates and payments for all work done on the portions so abandoned, if any, plus 5 percent of the value of the work so abandoned, to compensate for loss of overhead, plant expense and anticipated profit. 7-10. Right of City to Terminate Contract. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of his or her creditors, or if a receiver should be appointed on account of his or her insolvency, or if he or she should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply sufficient properly skilled workmen or proper materials, or if he or she should fail to make prompt payments to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances and finish the work by whatever method the City may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default, shall be certified by the Engineer. 7-11. Use of Completed Portions. The City shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions which may not have expired; but such taking possession and using shall not be deemed an acceptance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time or both, as the Engineer may determine.

SECTION 8. WORKMANSHIP, MATERIALS AND EQUIPMENT
8-01. General Quality. Materials and equipment shall be new and of a quality equal to that specified or approved. Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part.
8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the

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purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal". The Contractor may offer any material or equipment which shall be equal in every respect to that specified, provided that written approval first is obtained from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, preference shall be given by the Contractor for supplies grown, manufactured or produced in the State of California and, next, for such products partially produced in this State in accordance with Government Code Section 4332.
8-05. Storage of Materials. Materials shall be so stored to ensure the preservation of their quality and fitness for the work.

They shall be so located and disposed that prompt and proper inspection thereof may be made. 8-06. Drawings, Samples and Tests. As soon as possible after execution of the contract, the Contractor shall submit to the Engineer, in quintuplicate, sufficient information including, if necessary, assembly and detail drawings to demonstrate fully that the equipment and materials to be furnished comply with the provisions and intent of these Special Provisions and Drawings. If the information thus submitted indicates the equipment or materials is acceptable, the Engineer will return one copy stamped with his or her approval; otherwise, one copy will be returned with an explanation of why the equipment or material is unsatisfactory. The Contractor shall have no claims for damages or for extension of time on account of any delay due to the revision of drawings or rejection of material. Fabrication or other work performed in advance of approval shall be done entirely at the Contractor's risk. After approval of equipment or material, the Contractor shall not deviate in any way from the design and specifications given without the written consent of the Engineer.

When requested by the Engineer, a sample or test specimens of the materials to be used or offered for use in connection with the work shall be prepared at the expense of the Contractor and furnished by him or her in such quantities and sizes as may be required for proper examination and tests, with all freight charges prepaid and with information as to their sources.

All samples shall be submitted before shipment and in ample time to permit the making of proper tests, analyses, or examination before the time at which it is desired to incorporate the material into the work. All tests of materials furnished by the Contractor shall be made by the Engineer. Samples shall be secured and tested whenever necessary to determine the quality of the material.

SECTION 9. PROSECUTION OF WORK
9-01. Equipment and Methods. The work under this contract shall be prosecuted with all materials, tools, machinery, apparatus and labor and by such methods as are necessary to the complete execution of everything described, shown, or reasonably implied. If at any time before the beginning or during the progress of the work, any part of the Contractor's plant or equipment, or any of his or her methods of execution of the work, appear to the Engineer to be unsafe, inefficient, or inadequate to insure the required quality or the rate of progress of the work, he or she may order the Contractor to increase or improve his or her facilities or methods and the Contractor shall comply promptly with such orders; but, neither compliance with such orders nor failure of the Engineer to issue such orders shall relieve the Contractor from his or her obligation to secure the degree of safety, the quality of the work and the rate of progress required of the Contractor. The Contractor alone shall be responsible for the safety, adequacy and efficiency of his or her plant, equipment and methods. 9-02. Time of Completion. The Contractor shall promptly begin the work under this contract and shall complete and make ready for full use all portions of the project made the subject of this contract within the time set forth in the agreement bound herewith.
9-03. Avoidable Delays. Avoidable delays in the prosecution or completion of the work shall include all delays which might have been avoided by the exercise of care, prudence, foresight and diligence on the part of the Contractor. The City will consider as avoidable delays within the meaning of this contract (1) delays in the prosecution of parts of the work, which may in themselves be unavoidable, but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified, (2) reasonable loss of time resulting from the necessity of submitting plans to the Engineer for approval and from the making of surveys, measurements, inspections, and testing and (3) such interruptions as may occur in the prosecution of the work on account of the reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole work within the time herein specified.
9-04. Unavoidable Delays. Unavoidable delays in the prosecution or completion of the work under this contract shall include all delays which may result, through cause beyond the control of the Contractor and which he or she could not have provided against by the exercise of care, prudence, foresight and diligence. Orders issued by the City changing the amount

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of work to be done, the quantity of material to be furnished or the manner in which the work is to be prosecuted and unforeseen delays in the completion of the work of other contractors under contract with the City will be considered unavoidable delays, so far as they necessarily interfere with the Contractor's completion of the whole of the work. Delays due to normally adverse weather conditions will not be regarded as unavoidable delays. However, truly abnormal amounts of rainfall, temperatures or other weather conditions for the location of the work and time of year may be considered as unavoidable delays if those conditions necessarily cause a delay in the completion of the work. 9-05. Notice of Delays. Whenever the Contractor foresees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of any delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause, in order that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues and to what extent the prosecution and completion of the work are to be delayed thereby.
9-06. Extension of Time. Should any delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays.

Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the Engineer within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the Engineer within 45 days of the occurrence unless the Engineer specifies in writing a longer period. All claims for a time extension must be approved by the Engineer and incorporated into a written change order. 9-07. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the Engineer, the Contractor shall be able to overcome them.

The Contractor shall be granted a time extension of one day for each unfavorable weather day which prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four (4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four (4) continuous work hours of the authorized work period.
9-08. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the Engineer.

It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the Engineer and that such permission may be revoked at any time by the Engineer if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work.
9-09. Hours of Labor. Eight (8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight (8) hours per day at not less than 1½ times the basic rate of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twenty-five dollars ($25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof.

SECTION 10. PAYMENT

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10-01. Certification by Engineer. All payments under this contract shall be made upon the presentation of certificates in writing from the Engineer and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract.
10-02. Progress Estimates and Payment. The Engineer shall, within the first seven (7) days of each month, make an estimate of the value of the work performed in accordance with this contract during the previous calendar month.

The first estimate shall be of the value of the work satisfactorily completed in place and meeting the requirements of the contract. And every subsequent estimate, except the final estimate, shall be of the value of the work satisfactorily completed in place since the last preceding estimate was made; provided, however, that should the Contractor fail to adhere to the program of completion fixed in this contract, the Engineer shall deduct from the next and all subsequent estimates the full calculated accruing amount of the liquidated damages to the date of said estimate, until such time as the compliance with the program has been restored.

The estimate shall be signed by the Engineer and, after approval, the City shall pay or cause to be paid to the Contractor in the manner provided by law, an amount equal to 95 percent of the estimated value of the work satisfactorily performed and complete in place.
10-03. Substitution of Securities.

1. At such times that Pubic Contract Code Section 22300 is in effect Contractor may propose the substitution of securities of at least equal market value for any moneys to be withheld to ensure performance under the Contract. Market value shall be determined as of the day prior to the date such substitution is to take place. Such substitution shall be made at the request and expense of the Contractor. The securities shall be one or more of the following types:
(a) Bonds or interest-bearing notes or obligations of the United States, or those for which the faith and credit of the United States are pledged for the payment of principal and interest. (b) Bonds or interest-bearing notes on obligations that are guaranteed as to principal and interest by a federal agency of the United States.
(c) Bonds of the State of California, or those for which the faith and credit of the State of California are pledged for the payment of principal and interest.
(d) Bonds or warrants, including, but not limited to, revenue warrants, of any county, city, metropolitan water district, California water district, California water storage district, irrigation district in the State of California, municipal utility district, or school district of the State of California, which are rated by Moody's or Standard and Poor as A or better. (e) Bonds, consolidated bonds, collateral trust debentures, consolidated debentures, or other obligations issued by federal land banks or federal intermediate credit banks established under the Federal Farm Loan Act, as amended; debentures and consolidated debentures issued by the Central Bank for Cooperatives and banks for cooperatives established under the Farm Credit Act of 1933, as amended; bonds, or debentures of the Federal Home Loan Bank Board established under the Federal Home Loan Bank Act; and stock, bonds, debentures and other obligations of the Federal National Mortgage Association established under the National Housing Act as amended and bonds of any Federal Home Loan Mortgage Corporation.
(f) Commercial paper of "prime" quality as defined by a nationally recognized organization which rates such securities. Eligible paper is further limited to issuing corporations: (1) organized and operating within the United States; (2) having total assets in excess of five hundred million dollars ($500,000,000); and (3) approved by the Pooled Money Investment Board of the State of California. Purchases of eligible commercial paper may not exceed 180 days' maturity, nor represent more than 10 percent of the outstanding paper of an issuing corporation. (g) Bills of exchange or time drafts on and accepted by a commercial bank, otherwise known as bankers acceptances, which are eligible for purchase by the Federal Reserve System. (h) Certificates of deposits issued by a nationally or state-chartered bank or savings and loan association. (i) The portion of bank loans and obligations guaranteed by the United States Small Business Administration or the United States Farmers Home Administration.

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(j) Student loan notes insured under the Guaranteed Student Loan Program established pursuant to the Higher Education Act of 1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Marketing Association established pursuant to Section 133 of the Education Amendments of 1972, as amended (20 U.S.C. 1087-2).
(k) Obligations issued, assumed or guaranteed by International Bank for Reconstruction and Development, the Inter-American Development Bank, the Asian Development Bank, or the Government Development Bank of Puerto Rico.
(l) Bonds, debentures and notes issued by corporations organized and operating within the United States. Such securities eligible for substitution shall be within the top three ratings of a nationally recognized rating service.

2. The securities shall be deposited with City or with any commercial bank as escrow agent, who shall arrange for transfer of such securities to the Contractor upon satisfactory completion of the contract. Any interest accrued or paid on such securities shall belong to the Contractor and shall be paid upon satisfactory completion of the contract.

The market value of the securities deposited shall at all times be maintained in an amount at least equal, in the sole judgment of City, to the moneys to be withheld pursuant to the Contract Documents to ensure performance of the Contract.

In order to comply with this condition, Contractor shall deposit additional securities as necessary upon request by City or the escrow agent.

3. Upon acceptance of any Proposal that includes substituting securities for amounts withheld to ensure performance, a separate escrow agreement satisfactory in form and substance to City shall be prepared and executed by City, the Contractor and the escrow agent, which may be City. The escrow agreement shall specify, among other matters, value of securities to be deposited; procedures for valuing the securities and for adding or withdrawing securities to maintain the market value of the deposited securities at least equal to the amount of moneys which would otherwise be withheld; the terms and conditions of conversion to cash in case of the default by the Contractor; and terms, conditions and procedure for termination of the escrow. City shall have no obligation to enter any such Agreement that does not provide the City with the unilateral right to convert securities to cash and to gain immediate possession of the cash. 10-04. Acceptance. The work must be accepted by vote of the City Council of the City of Ukiah when the whole shall have been completed satisfactorily. The Contractor shall notify the Engineer, in writing, of the completion of the work, whereupon the Engineer shall promptly, by personal inspection, satisfy himself as to the actual completion of the work in accordance with the terms of the contract and shall thereupon recommend acceptance by the City Council. 10-05. Final Estimate and Payment. The Engineer shall, as soon as practicable after the final acceptance of the work done under this contract, make a final estimate of the amount of work done thereunder and the value thereof.

Such final estimate shall be signed by the Engineer, and after approval, the City shall pay or cause to be paid to the Contractor, in the manner provided by law, the entire sum so found to be due hereunder, after deducting therefrom all previous payments and such other lawful amounts as the terms of this contract prescribe.

In no case will final payment be made in less than thirty-five (35) days after the filing of the notice of completion with the County Recorder.
10-06. Delay Payments. Should any payment due the Contractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay shall not constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Contractor interest on the amount of the payment at the rate of 6 percent per annum for the period of such delay. The terms for which interest will be paid shall be reckoned, in the case of any monthly or progress payment, from the twentieth day of the month next succeeding the month in which the work was performed to the date of payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance to the date of payment of the final estimate.

The date of payment of any estimate shall be considered the day on which the payment is offered or mailed as evidenced by the records of the Treasurer of the City. If interest shall become due on any delayed payment, the amount thereof, as determined by the City, shall be added to a succeeding payment. If the interest shall become due on the final payment, it shall be paid on a supplementary voucher to interest or any sum or sums which, by the terms of this contract, the City is authorized to reserve or retain.

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10-07. Extra Work and Work Omitted. Whenever corrections, alterations, or modifications of the work under this contract ordered by the Engineer and approved by the City increase the amount of work to be done, such added work shall be known as "extra work"; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as "work omitted".

When the Contractor considers that any changes ordered involve extra work, he or she shall immediately notify the Engineer in writing and subsequently keep him or her informed as to when and where extra work is to be performed and shall make claim for compensation therefor each month not later than the first day of the month following that in which the work claimed to be extra work was performed and he or she shall submit a daily complete statement of materials and labor used and expenses incurred on account of extra work performed, showing allocation of all materials, labor and expenses.

All such claims shall state the date of the Engineer's written order and the date of approval by the City authorizing the work on account of which claim is made. Unless such notification is made in writing within the time specified and unless complete statements of materials used and expenses incurred on account of such extra work are furnished as above required, the Contractor shall not be entitled to payment on account of extra work and Contractor shall be deemed to have waived the right to make any future claims for compensation for such extra work.

When changes decrease the amount of work to be done, they shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted.
10-08. Compensation for Extra Work or Work Omitted. Whenever corrections, additions, or modifications in the work under this contract change the amount of work to be done or the amount of compensation due the Contractor, excepting increases or decreases in contract items having unit contract prices for each measurable quantity installed in place, and such changes have been ordered in writing by the Engineer and approved by the City prior to the Contractor performing the extra work, then a price may be agreed upon. Failing such an agreement in price, the Contractor shall be compensated for performing extra work pursuant to the provisions of Section 4-1.05 "Changes and Extra Work", and Section 9-1.04,"Force Account" of the Standard Specifications.

This method of determining the price of work shall not apply to the performance of any work which is required or reasonably implied to be performed or furnished under this contract. 10-09. Compensation to the City for Extension of Time. In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right as provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such extension, except that the cost of final unavoidable delays shall not be included in such charges. 10-10. Liquidated Damages for Delay. It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, other than those cost items identified in section 10-09, will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum of five thousand dollars ($5000.00) per day for each and every calendar day's delay beyond the time prescribed.

SECTION 11. MISCELLANEOUS
11-01. Notice. Whenever any provision of the contract documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. If mailed, the notice shall be deemed received on the date of delivery stated in the return receipt.
11-02. Computation of Time. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation.

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11-03. Claims Procedure Required by Public Contract Code Section 9204. This section shall apply to any claim by the Contractor arising in connection with this project in accordance with Public Contract Code Section 9204. a. For purposes of this section "Claim" means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City under this contract.
(B) Payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to this contract and payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled. (C) Payment of an amount that is disputed by the City.
b.
(1)
(A) Upon receipt of a claim pursuant to this section, the City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and the contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The Contractor shall furnish reasonable documentation to support the claim. (C) If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion.
(D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. If the City fails to issue a written statement, paragraph (3) shall apply. (2)
(A) If the Contractor disputes the City's written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute. (B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

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(D) Unless otherwise agreed to in writing by the City and the Contractor, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.
(3) Failure by the City to respond to a claim from the Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum. (5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the Contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
c. A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section. 11-04. Litigation and Forum Selection. Contractor and City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County.

Except as otherwise expressly provided by law, the parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation.

The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and, in particular but without limitation, the warranties, guaranties and obligations imposed upon the Contractor and all of the rights and remedies available to the City thereunder, shall be in addition to and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guaranty, or by other provisions of the contract documents and the provisions of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which they apply. All warranties and guaranties made in the contract document shall survive final payment and termination or completion of this contract. The City disclaims an express or implied warranty that the plans and specifications identify all site conditions that could affect the time or cost to complete the Work. 11-05. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach.

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TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION
12-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and includes transportation and pedestrian improvements, sanitary sewer and water main replacements, and undergrounding overhead utilities on State Street between Cherry Street and Mill Street and Henry Street and Norton Street. The roadway/pedestrian work includes demolition of sidewalks, curb and gutter and cold planing the existing roadway surface, along with construction of new curb and gutter, bulb-outs, sidewalk, accessible curb ramps, asphalt overlay, storm drain modifications street lighting, landscaping and traffic signal modifications. The utility work includes potable water main, fire water and sanitary sewer utility improvements. Work includes abandoning existing water pipelines and service laterals, removal of existing hydrants and water meters, demolition of existing sanitary sewer main and sewer manholes, construction of new hydrant laterals and water hydrants, water meters, connection to existing water services and construction of sanitary sewer mains, sanitary sewer manholes and sanitary sewer laterals, cleanouts and connection to existing sanitary sewer building services and mains. The scope also includes repair of disturbed surfaces including existing roadway services and sidewalks. The undergrounding work involves trench, backfill, compact and install underground conduits for electric, AT&T and Comcast. Install vault(s), boxes, secondary service boxes for electric, AT&T and Comcast. Install electric box pads for switch, transformer(s) and pedestal(s) (installed by Contractor, provided by City) for underground duct system.

The Contractor should familiarize himself with the local conditions of the project sites. Failure to do so will in no way relieve him of the responsibility for performing any of the work or operations required as a part of this contract. Further information regarding the work or these specifications can be obtained from Mary Horger at (707) 463-6233. 12-02. Arrangement of Technical Specifications. The Technical Specifications are arranged in sections covering the various phases of work as follows:

Section No. Title
12 General Information
13 Construction Details (Special Provisions)
14 Exclusions from General Conditions
15 Amendments to General Conditions
12-03. Arrangement of Plans. General locations and linear quantities of the work are shown in on the Plans. The Plans consist of one hundred and seven (107) sheets numbered 1 through 107 and they are hereby made a part of the Contract Documents.
12-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 12-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. The Contractor shall obtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City’s Risk Manager.
12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation 2018, are hereby made a part of these special provisions, and are hereinafter referred to as "Standard Specifications" and "Standard Plans." These special provisions specify the qualitative technical requirements of the project.

Whenever in the Standard Specifications and the Standard Plans the following terms are used, they shall be understood to mean and refer to the following:

Department of Transportation - The City Council.

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Director of Public Works - The City of Ukiah Director of Public Works/City Engineer.

Engineer - The Engineer, designated by the City Council, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

Laboratory - The designated laboratory authorized by the City of Ukiah and approved by Caltrans to test materials and work involved in the contract.

State or Owner - The City of Ukiah
Other terms appearing in the Standard Specifications and the Standard Plans shall have the intent and meaning specified in Section I, Definition of Terms of the Standard Specifications.

In case of discrepancy between the contract documents, the order of precedence from the highest to lowest is as follows:

1. (City) Special Provisions

2. (City) Project Plans

3. City Standard Plans and Details

4. Standard Plans

5. Standard Specifications
12-07. Temporary Facilities. All temporary facilities are the responsibility of the Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the work.
12-08. Public Convenience and Safety. Attention is directed to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety" of the Standard Specifications. The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass the work.
12-09. Maintaining Traffic. Attention is directed to Section 7-1.03, "Public Convenience," 7-1.04, "Public Safety," 12-1.01, “General,” and 12-3," Temporary Traffic Control Devices," of the Standard Specifications.

Streets shall be open to through vehicular traffic during non-working hours. The Contractor shall provide temporary pavement, trench plates and any other methods shall be utilized to allow for a normal driver experience. The Contractor shall provide all applicable signage through the work zone to inform the public of the condition of the roadway through the site.

During work hours public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible. Access to abutting property, driveways and building entrances shall be maintained during the performance of the work. The Contractor is advised that commercial and residential businesses immediately abut the Project Area. The Contractor shall provide advance written notification of the work and of temporary closures of driveways to the abutting property owners or managers of the businesses at least 5 business days prior to the start of the Work or the temporary closure of the driveway to the respective business property. The format and content of the Notice by the Contractor shall be approved by the Engineer prior to its issuance to the public. The Contractor shall provide trench plates at driveways and left turn pockets after the trench and roadway excavation has been made at those particular locations. The Contractor shall maintain safe and accessible (ADA compliant) walkways to all business entrances within the Project Area for the duration of the project. Under no circumstances shall access to any business be blocked or closed without the written approval of the City and written consent of the business owner.

12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement.

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The Contractor’s attention is also directed to Section 13, “Water Pollution Control,” of the Standard Specifications and to Section 13-3, “Storm Water Pollution Prevention Plan”, of the Standard Specifications concerning the requirement for submittal to the Engineer for approval a Storm Water Pollution Prevention Plan (SWPPP) for the control of pollution to adjacent drainage courses during the construction of the project. Said SWPPP shall include the erosion control provisions required by Section 13, “Water Pollution Control”, of the Construction Details. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one (1) year from the date of final acceptance, except where longer warranties are specified herein. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period.
12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary.
12-13. Dust Control. Dust control shall conform to the provisions of Section 18 “Dust Palliatives” of the Standard Specifications.

Dust shall be managed all active construction areas by water at least twice daily and more often during hot or windy periods or use of a dust palliative. The active construction areas adjacent to businesses and residential areas shall be kept damp at all times. Hauling trucks shall be covered and at least a two-foot freeboard shall be maintained.

Unpaved access roads, parking areas for construction equipment and construction employee vehicles, staging areas, and storage areas shall be paved with hot mix asphalt or have a stabilized access in accordance with the details of TC-1, “Stabilized Construction Entrance/Exit,” of the Caltrans Construction Site Best Management Practices Manual or Standard Plan T58. Unpaved construction staging areas shall receive the application of either water twice daily or a dust palliative. All paved roads, parking areas, staging areas, storage areas, and public roads impacted by the work of the project shall be swept daily with street sweepers equipped with water spray to remove soil materials that have been deposited on these surfaces by reason of the work.

The Contractor shall enclose, cover, or water twice daily or apply non-toxic soil stabilizers or install erosion control blankets to or on exposed stockpiles, embankment slopes, and cut slopes.

Traffic speeds on unpaved surfaces shall be limited to a maximum speed of 15 mph 12-14. Noise Control. The Contractor’s attention is directed to the provisions of Section 14-8.02, “Noise Control", of the Standard Specifications and Section 9.08, Saturday, Sunday, Holiday, and Night Work, of these General Conditions concerning the control of noise emissions and authorized work hours and days. Between 7:00 a.m. and 7:00 p.m., noise from Contractor’s operations shall not exceed limits established by applicable laws or regulations and in no event shall exceed 86 dB at a distance of 50 feet from the noise source.

The Contractor shall notify all residents, businesses and property owners within a 500-foot radius of the construction site about the proposed construction schedule. The notification shall be in writing and it shall be developed by the Contractor and submitted to the City for approval a minimum of 5 working days prior to the proposed public notification.

The City shall provide a Noise Disturbance Coordinator who shall be responsible for acting on any local complaints concerning the construction noise being generated by reason of the work of the project. The Contractor shall conspicuously post a telephone number for the Noise Disturbance Coordinator at the construction site and he shall include it in the construction schedule notice to be provided to the residents. The Noise Disturbance Coordinator shall investigate the noise complaint allegations and shall require the Contractor to implement reasonable measures to mitigate the noise level in accordance with the requirements of these General Conditions and of the Standard Specifications.

The Contractor shall locate all stationary noise generating construction equipment such as air compressors and generators as far as practical from the nearby residences and other noise sensitive land uses. The noise source shall be acoustically shielded when practical. The Contractor shall prohibit unnecessary idling of internal combustion engines. 12-15. Watering. The application of water shall be performed in accordance with the provisions of Section 18, “Dust Palliatives,” of the Standard Specifications except as modified by these Special Provisions. The Contractor is advised that water may be obtained from fire hydrants within the Project Area under permit with the City’s Public Utilities Department and

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upon the payment of a meter deposit. Permit application and inquiry as to the water usage fees are to be made at Public Utilities Department-Water Division Building within the City’s Corporation Yard located at 1320 Airport Road, (707) 463-6200. 12-16. Preconstruction Conference. A preconstruction conference shall be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents.
12-17. Progress Schedule. Progress schedules will be required for this contract and shall conform to the provisions in Section 8-1.02D, "Level 3 Critical Path Method Schedule," of the Standard Specifications. Critical Path Method (CPM) schedules shall be prepared using Microsoft Project software, or an equivalent software application approved by the Engineer. After baseline schedule is accepted by the Engineer, Contractor shall update and submit the CPM schedule to Engineer for review every 2 calendar weeks.
12-18. Progress Meetings. The Engineer shall schedule, arrange and conduct progress meetings. These meetings shall be conducted once per week, or as mutually agreed by Contractor and City, and shall be attended by the Contractor’s superintendent and representatives of all subcontractors, utilities, and others, who are active in the execution of the Work.

The purpose of these meetings shall be to review the Contractor’s CPM schedule, resolve conflicts, and in general, coordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings and record the meeting minutes. 12-19. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project.
12-20. Public Notification. The Contractor shall be responsible for all public notification regarding construction work, including detours, lane and street closures, hours of operations, and notification of effected commercial businesses and residences within 1000 feet of the construction. For any business impacted by construction, the Contractor shall provide adequate sized on-site signage indicating that businesses are open during construction. The Contractor shall prepare public noticing via the newspaper, radio announcements, notification of the emergency vehicle agencies, public transit, Ukiah Unified School District, Ukiah Municipal Airport. At a minimum, Main Street, State Street, School Street, Perkins Street, and Gobbi Street will be affected by potential detours and street closures, with recommended alternate routes of travel. Access will be restricted to businesses and residents only during construction closures. Location of street closures signage shall be positioned to give motorists the ability to use alternate routes prior to coming to a dead end road closed for construction. All proposed detours, closures and traffic control methods shall be submitted to the Engineer for approval prior noticing to the public. All public noticing shall be performed a minimum of one (1) calendar week prior to instituting traffic control, and lane or street closures. The tentative construction schedule shall be included in the public noticing, and the use of temporary traffic signalization of intersections shall be noted. The Contractor shall submit all public notice language to the City Engineer for approval prior to publication of notices. All road closures, detour routes, and traffic control including temporary lane closure plans shall be submitted by the Contractor to the City Engineer for approval prior to public noticing and use.

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SECTION 13 - CONSTRUCTION DETAILS

STANDARD PLAN LIST
The following Standard Plans are incorporated by reference:

A3A A3B A3C A10A A10B A10C A10D A10E A10F A10G
A20A A20B A20C A20D A24A A24B A24C A24E A24F A62D
A62DA A88A A88B
D71 D72 D74C D77B D78A T3A T3B T4 T5 T11
T12 T13 T53 T58
T59 T61 T62 T63 T64
RS2 S95 ES-1A ES-1B ES-1C ES-2B ES-2C ES-2D
ES-3A ES-3C ES-4A ES-4B ES-4C ES-4D ES-4E ES-5A ES-5B ES-5C ES-5D ES-6A ES-6B ES-7A ES-7B ES-7D ES-7E ES-7M ES-7N ES-7Q ES-7R ES-8A ES-9A ES-10 ES-11 ES-13A ES-13B

ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.

Each special provision begins with a revision clause that describes or introduces a revision to the Standard Specifications as revised by any revised standard specification.

Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the Standard Specifications for any other reference to a paragraph of the Standard Specifications. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^

DIVISION I GENERAL PROVISIONS
1 GENERAL
No Changes
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
2 BIDDING
Add to section 2-1.06B:

The City makes the following supplemental project information available:

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Supplemental Project Information
Means Description
Included in the Information Handout
Available as specified in the Standard
Specifications
Included with the project plans
Available for inspection at the Transportation
Laboratory
Available for inspection at the District Office
Telephone no.: _____
Available for inspection at:

City of Ukiah Public Works Dept.

Telephone no.: (707) 463-6755
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
3 CONTRACT AWARD AND EXECUTION
Add to section 3-1.06:

The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
4 SCOPE OF WORK
Replace section 4-1.03 with:

The work involves transportation and pedestrian improvements, sanitary sewer and water main replacements, and undergrounding overhead utilities on State Street between Cherry Street and Mill Street and Henry Street and Norton Street. The roadway/pedestrian work includes demolition of sidewalks, curb and gutter and cold planing the existing roadway surface, along with construction of new curb and gutter, bulb-outs, sidewalk, accessible curb ramps, asphalt overlay, storm drain modifications street lighting, landscaping and traffic signal modifications. The utility work includes potable water main, fire water and sanitary sewer utility improvements. Work includes abandoning existing water pipelines and service laterals, removal of existing hydrants and water meters, demolition of existing sanitary sewer main and sewer manholes, construction of new hydrant laterals and water hydrants, water meters, connection to existing water services and construction of sanitary sewer mains, sanitary sewer manholes and sanitary sewer laterals, cleanouts and connection to existing sanitary sewer building services and mains. The scope also includes repair of disturbed surfaces including existing roadway services and sidewalks. The undergrounding work involves trench, backfill, compact and install underground conduits for electric, AT&T and Comcast. Install vault(s), boxes, secondary service boxes for electric, AT&T and Comcast. Install electric box pads for switch, transformer(s) and pedestal(s) (installed by Contractor, provided by City) for underground duct stem. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
5 CONTROL OF WORK
Add to section 5-1.20A:

During the progress of the work under this Contract, work under the following contracts may be in progress at or near the job site of this Contract:

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Coincident or Adjacent Contracts
City Contract no. City–Route–Post Mile Location Type of work Replace section 5-1.26 with:

Construction surveying including horizontal and vertical control and construction staking shall be the responsibility of the Contractor. Vertical and horizontal control is to be established from the existing Control Points established by the City and shown on the Plans. Vertical Control Points are shown on the Plans.

Prior to the start of excavation work, the Contractor will be required to pothole existing utilities and other underground piping for the purpose of verifying location and depth a minimum of five (5) working days in advance of excavation. The limited utility information indicated on the Plans reflects a baseline sampling of potential utility conflicts identified during the design of the project. The Contractor is responsible for potholing at these locations at a minimum. Additional utility location efforts may be required by the Contractor to positively locate all utilities impacted by the project. As a part of the Work, the Contractor will be responsible for performing all survey and construction layout work and performing testing and quality control work.

Add to section 5-1.36A:

All temporary facilities are the responsibility of the Contractor and the removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the installation and removal of the Contractor’s temporary facilities.

The City will not arrange temporary water, sewer or electrical services for construction. It is the Contractor's sole responsibility to arrange such services as necessary with the applicable utility provider(s). ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
6 CONTROL OF MATERIALS
Add to section 6-2.01A:

The Contractor shall be responsible for controlling the quality of the materials incorporated into the work and of the work performed. The City shall perform material sampling and testing to verify the work meets the specified quality requirements (Quality Assurance). The City will perform soil and aggregate sampling and testing using an independent testing laboratory firm licensed to perform such tests. Other required sampling and testing may be performed by the City’s independent laboratory certified to perform the type of sampling and testing assigned to or requested of the m.

Should any City performed test result indicate a non-compliance with the requirements of the Contract Documents, the Contractor shall remove and reconstruct or rework the non-complying portion of work at no additional cost to the City. All reconstructed and reworked items of work shall be tested at the Contractor’s expense in the same manner as required for the initial work at no additional cost to the City. Prior to any removal, reconstruction or rework of any work item already incorporated into the project, the Contractor shall first obtain the approval of the Engineer as to the Contractor’s proposed methods for removal, reconstruction or rework.

Examples of Quality Control material tests required by the Contractor on this project include, but are not limited to, compaction and gradation of aggregate base, Portland cement concrete and hot mix asphalt, compaction on roadway subgrade, and gradation & durability on aggregate materials.

The City reserves the right to test, at its own cost, any item of work that has been tested by the Contractor and any independent testing performed by the City shall not relieve the Contractor of his responsibility for sampling, testing, reporting and overall quality controlrequired by the Contract Documents. Should any independent tests performed by the Cityindicate non-compliance with theContractDocuments, uponnotice oftheEngineer, theContractor shall retest that portion of the work not in compliance to the independent test. The City will closely monitor the Contractor’s retest. Should the Contractor’s retest indicate compliance with the Contract Documents, the direct costs related to the retest shall be paid as extra work pursuant to the provisions provided inSection 9 of the Standard Specifications. Should the Contractor’s retest indicate noncompliance, the Contractor shall remove, reconstruct, or rework the non-complying portion of work and the cost of the replacement work and retest shall be borne by the Contractor.

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The Contractor shall be responsible for all material and functional testing required for all electrical, lighting and traffic signal equipment as required by the Standard Specifications.

Full compensation for performing all sampling, testing, reporting, retesting, if required, and overall quality control shall be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.03:

The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic and businesses. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass through the work.

Add to section 7-1.04:

The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8 PROSECUTION AND PROGRESS
Add to section 8-1.02D(1):

Level 3 Critical Path Method (CPM) Progress schedule will be required for this contract and shall conform to the provisions in Section 8-1.02D, "Level 3 Critical Path Method Schedule," of the Standard Specifications. After baseline schedule is accepted by the Engineer, Contractor shall update and submit CPM schedule to Engineer for review every 2 calendar weeks.

Progress schedule will be paid for as described in Section 8-1.02D(10).

Replace section 8-1.02E with:

The Engineer shall schedule, arrange and conduct progress meetings. These meetings shall be conducted once per week, or as mutually agreed by Contractor and City, and shall be attended by the Contractor’s superintendent and representatives of all subcontractors, utilities, and others, who are active in the execution of the Work. The purpose of these meetings shall be to review the Contractor’s CPM schedule, resolve conflicts, and in general, coordinate and expedite the execution of the Work. Engineer will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings and record the meeting minutes.

Replace section 8-1.03 with:

A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, work schedule, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents. Engineer will prepare and distribute an agenda for the preconstruction conference.

Add to section 8-1.04B:

The Contractor shall obtain and pay for all permits required to complete this work except the required City of Ukiah encroachment permit for work within the City right-of-way. The Contractor shall obtain an encroachment permit from the City of Ukiah Public Works Department at no cost prior to the start of the Work. The encroachment permit will not be issued until the Contract Agreement and bonds have been executed, submitted, and accepted by the City and all insurance endorsements have been submitted to and accepted by the City’s Risk Manager.

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Replace "Reserved" in section 8-1.04C with:

Physical work on the site shall not commence until a “No Fee” encroachment permit is issued by the City of Ukiah to the Contractor.

Do not start job site activities until the City authorizes or accepts your submittal for:

1. SWPPP

2. Traffic Control Plan

3. Traffic signal and lighting equipment
Submit these items, submittals for other long lead-time items, within five (5) days after Notice to Proceed has been issued.

Do not start other job site activities until all the submittals from the above list are authorized or accepted and the following information is received by the Engineer:

1. Notice of Materials To Be Used form.

2. Written statement from the vendor that the order for the sign panels has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped.

3. Written statement from the vendor that the order for electrical material has been received and accepted by the vendor. The statement must show the dates that the materials will be shipped. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 PAYMENT
Add section 9-1.18:
9-1.18A Payment Item Descriptions

1. Payment for Mobilization, Demobilization and Final Cleanup will be made in two (2) equal payments at the lump sum allowance in the Bid Schedule, which price shall constitute full compensation for all such work. The scope of work for mobilization shall include, but not limited to, obtaining all bonds, insurance and permits, moving onto the site of all plant and equipment, submittal and approval of a schedule of values for lump sum items, and obtaining approval for all shop drawings and materials for signal equipment. Payment for demobilization and final cleanup shall occur when all required items per the Contract are fulfilled and the site is free of equipment and clean and ready for use by the public. The bid amount for Mobilization, Demobilization and Final Cleanup items shall not exceed 2.5% of the total construction contract base bid price.

2. Full compensation for preparation, implementation and maintenance of Storm Water Pollution Prevention Plan (SWPPP) and conforming to the requirements Section 13 shall be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools and equipment for doing all work involved in the preparation, submission, approval, implementation, maintenance, revising and amending of the approved SWPPP as specified herein, including CSMRP, REAP, site inspection reports and storm water annual report, and no additional allowance will be made therefor. The Engineer will retain an amount equal to 25 percent of the estimated value of the contract work performed during estimate periods in which the Contractor fails to conform to the requirements of this section "Storm Water Pollution Prevention Plan" as determined by the Engineer.

Retentions for failure to conform to the requirements of this section "Water Pollution Control" shall be in addition to the other retentions provided for in the contract. The amounts retained for failure of the Contractor to conform to the requirements of this section will be released for payment on the next monthly estimate for partial payment following the date that a SWPPP has been implemented and maintained, and water pollution is adequately controlled, as determined by the Engineer.

3. Full compensation for preparation, implementation, sampling and reporting of Storm Water Sampling and Analysis Day and conforming to the requirements of this section shall be paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment for doing all work involved in the preparation, implementation, sampling and reporting of each rain event as specified herein, and no additional allowance will be made therefor.

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4. Full compensation to furnish, install and maintain Temporary Water Pollution Control Measures and conforming to the requirements of this section shall be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in the installation, construction, maintenance, removal and disposal of water pollution control practices, including non-storm water and waste management and materials pollution and water pollution control practices, except those shown on the plans for which there is a contract item of work and excluding developing, preparing, obtaining approval of, revising, and amending the SWPPP, as shown on the plans, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer, and no additional allowance will be made therefore.No adjustment of compensation will be made for any increase or decrease in the quantities of temporary water pollution control measures, regardless of the reason for the increase or decrease. The provisions in Section 9-1.06, "Changed Quantity Payment Adjustments," shall not apply to temporary water pollution control measures.

5. Full compensation for developing, updating and maintaining Progress Schedule (Critical Path Method) will be paid for at the contract lump sum price, which price shall include developing and submitting a CPM progress schedule, updating and submitting the schedule every 2 calendar weeks, and maintaining the schedule through the duration of the contract, as specified in these Construction Details, and no additional allowance will be made therefor. Payment for Progress Schedule (Critical Path Method) shall be as follows:
• A total of 25 percent of the item total is paid upon completion of 5 percent of all work and acceptance of a schedule of values for each lump sum item in the bid schedule,
• A total of 50 percent of the item total is paid upon completion of 25 percent of all work, • A total of 75 percent of the item total is paid upon completion of 50 percent of all work, and • A total of 100 percent of the item total is paid upon completion of all work.

6. Full compensation for furnishing, placing, maintaining, and removing the Construction Area Signs will be paid for at the contract lump sum price, which price shall include furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in furnishing and installing temporary construction area signs including changeable message boards, arrow boards, temporary relocation of regulatory signs, and for erecting or placing, maintaining (including covering and uncovering as needed) and when no longer required, removing construction area signs as specified in these Construction Details, and no additional allowance will be made therefor.

7. Full compensation for furnishing, placing, maintaining, and removing the temporary Traffic Control System will be paid for at the contract lump sum price, which price shall include furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in furnishing traffic control system required for direction of public vehicular and pedestrian traffic through or around the work, including preparation and implementation of the traffic control plans, pedestrian routing plans, maintaining access to businesses, noticing, temporary facilities including temporary lighting, traffic control equipment, flaggers, signs, striping, walkways, plates, barriers, and temporary pavement marker tabs, and all other pedestrian and vehicular traffic control requirements as required or specified in these Construction Details, and no additional allowances will be made therefor.

Payment for this item includes, but is not limited to, furnishing additional signage including those pertaining to the individual businesses affected, parking restrictions and pedestrian and bicycle routing.

8. Full compensation for Positive Location (Potholing) will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in positively locating utilities horizontally and vertically, tracking and conveying the information to the engineer and temporarily backfilling where required, and no additional allowances will be made therefor

9. Full compensation for Construction Survey will be measured and paid for at the contract lump sum price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in establishing and maintaining vertical control and horizontal control, staking, and related construction surveying required to perform the Work, and no additional allowances will be made therefor.

10. Full compensation for Trench Bracing and Shoring will be measured and paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in trench bracing and shoring, and no additional allowance will be made therefor.

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11. Full compensation for Bypass Sewage Pumping will be measured and paid for at the contract lump sum price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in establishing, operating and demobilizing the bypass sewage pumping as specified in these Special Provisions and Construction Details, and no additional allowances will be made therefor.

12. Full compensation for Remove Traffic Stripe and Markings will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal of paint and thermoplastic traffic striping and raised pavement markers, traffic markings and legends, including lead compliance plan, and handling, removal, and disposal of grinding or cold planing residue that is a nonhazardous waste, as specified in these Construction Details, and as shown on the Plans, and no additional allowances will be made therefor. Double yellow (4 inch) shall be measured as a single stripe. Striping and markings located within pavement removal and conform grinding limits shall be considered as included in those items, and no additional allowances will be made therefor.

13. Full compensation for Remove Existing Drainage Inlet will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing and demolishing existing storm drain inlets, and no additional allowance will be made therefor.

14. Full compensation for Abandon Existing Storm Drain Pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in abandoning of system components identified on the plans including pumping applicable pipes with slurry per the specifications, and no additional allowance will be made therefor.

15. Full compensation for Remove/Replace Unsuitable Material – Miscellaneous Concrete will be measured and paid for at the contract unit price per cubic yard, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required for the removal and replacement of materials deemed unsuitable by the Engineer, including removing base, sub-base, subgrade, cutting and pruning tree roots encountered during excavation, spreading and compacting subgrade material to achieve required subgrade elevation, backfilling as required to achieve design subgrades and finish grades, and scarifying, moisture conditioning and compacting subgrade as specified in Section 19 of the Standard Specifications and these Construction Details, including, preparation of subgrade in miscellaneous concrete areas, proof rolling, scarification, moisture conditioning, and compaction and no additional allowances will be made therefor.

16. Full compensation for Remove/Replace Unsuitable Material – Roadway Section will be measured and paid for at the contract unit price per cubic yard, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required for the removal and replacement of materials deemed unsuitable by the Engineer, including removing base, sub-base, subgrade, cutting and pruning tree roots encountered during excavation, spreading and compacting subgrade material to achieve required subgrade elevation, backfilling as required to achieve design subgrades and finish grades, and scarifying, moisture conditioning and compacting subgrade as specified in Section 19 of the Standard Specifications and these Construction Details, including, preparation of subgrade in the roadway, proof rolling, scarification, moisture conditioning, and compaction and no additional allowances will be made therefor.

17. Full compensation for Remove Concrete Curb and Gutter will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete curb and gutter including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, and cleaning of materials, as specified in these Construction Details and shown on the Plans, and no additional allowances will be made therefor.

18. Full compensation for Remove Concrete Vertical Curb will be measured and paid for at the contract unit price per linear foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete curb including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, and cleaning of materials, as specified in these Construction Details and shown on the Plans, and no additional allowances will be made therefor.

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19. Full compensation for Remove Concrete Sidewalk, Driveways, and Curb Ramps will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of existing concrete sidewalk, pedestrian ramps and driveways, including but not limited to saw cutting, removal of concrete, sand and base rock, excavation, stockpiling removed materials, hauling and disposal of removed materials, and cleaning of materials, as specified in these Construction Details and shown on the Plans, and no additional allowances will be made therefor.

20. Full compensation for Remove Concrete Roadway will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the removal of the roadway surface, including but not limited to, removal of striping and markings within the limits, lowering utility covers, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials furnishing, the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor.

21. Full compensation for Remove/Salvage Trash Receptacle will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in removing and salvaging the receptacle, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

22. Full compensation for Remove Lighting Standard will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in disconnecting lighting standard from lighting circuit, removing and abandoning junction boxes, removing existing lighting standards, bases and foundations as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these construction details, and no additional allowances will be made therefor.

23. Full compensation for Remove Sanitary Sewer Manhole will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing, demolishing and disposal of existing sanitary sewer manhole, and no additional allowance will be made therefor.

24. Full compensation for Abandon Sanitary Sewer Manhole will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing, demolishing and disposal of existing sanitary sewer manhole that is in conflict with the roadway section grading plane and filling the remainder of the manhole with a suitable material, and no additional allowance will be made therefor.

25. Full compensation for Remove Existing Sewer Main Line Cleanout will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing, demolishing and disposing of existing sewer main line cleanout, and no additional allowance will be made therefor.

26. Full compensation for Remove Existing Sewer Main will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in demolition and disposal of redundant sewer main in conflict with the new construction, and no additional allowance will be made therefor.

27. Full compensation for Abandon Existing Sewer Main will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work involved in abandoning the sewer main, including pumping applicable pipes with slurry per the size requirements in the specifications and no additional allowance will be made therefor.

28. Full compensation for Abandon Existing Sewer Lateral will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in removing, demolishing and disposing of existing sewer lateral where in conflict, and no additional allowance will be made therefor.

29. Full compensation for Abandon Existing Water Main will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all work

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involved in demolition and disposal of redundant water main in conflict with the new construction, and pumping applicable pipes with slurry per the size requirements in the specifications and no additional allowance will be made therefor.

30. Full compensation for Utility Conflict Resolution shall be paid for on a Force Account basis up to the contract allowance price and shall include full compensation for furnishing all labor, materials, permits, tools and equipment, and for doing all the work involved as required to resolve all utility conflicts, and as directed by the Engineer, and no additional compensation will be allowed therefor.

31. Full compensation for 12” Water Main C900 will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing water pipe including all pipe fittings and valves, concrete thrust blocks & pipe restraint as show on the plans, complete in place, all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe and service laterals; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; obtaining and disposing of construction water; temporary blow offs; swabbing, disinfecting and testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

32. Full compensation for 12” Water Main Ductile Iron Pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing water pipe including all pipe fittings and valves, concrete thrust blocks & pipe restraint as show on the plans, complete in place, all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; obtaining and disposing of construction water; swabbing, disinfecting and testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

33. Full compensation for 6" Steel Casing Pipe - Bore and Jack (Electric) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in the installation of the steel casing pipe under the existing box culvert structure, complete, including, excavation of sending and receiving pits, casing spacers, bracing, welding, installation, backfill, compaction, sand filling of annular space, approved casing end caps and all labor, materials, tools and equipment required in performing the work required and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

34. Full compensation for 8" Steel Casing Pipe - Bore and Jack (AT&T & CATV) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in the installation of the steel casing pipe under the existing box culvert structure, complete, including, excavation of sending and receiving pits, casing spacers, bracing, welding, installation, backfill, compaction, sand filling of annular space, approved casing end caps and all labor, materials, tools and equipment required in performing the work required and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

35. Full compensation for 18" Steel Casing Pipe - Bore and Jack (Water and SS) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in the installation of the steel casing pipe under the existing box culvert structure, complete, including, excavation of sending and receiving pits, casing spacers, bracing, welding, installation, backfill, compaction, sand filling of annular space, approved casing end caps and all labor, materials, tools and equipment required in performing the work required and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

36. Full compensation for 4” Water Main C900 will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing water pipe including all pipe fittings and valves, concrete thrust blocks & pipe restraint as show on the plans, complete in place, all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe and service laterals; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; obtaining and disposing of construction water; temporary blow offs; swabbing, disinfecting and testing; and

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any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

37. Full compensation for 6” Water Main C900 will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing water pipe including all pipe fittings and valves, concrete thrust blocks & pipe restraint as show on the plans, complete in place, all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe and service laterals; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; obtaining and disposing of construction water; temporary blow offs; swabbing, disinfecting and testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

38. Full compensation for all 1" Water Service (For 3/4" Meter) will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing water lateral pipe, water meters and service connections including all pipe fittings, as show on the plans, complete in place; all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; identifying, locating and connecting to the existing building water service connection 1-ft from the property boundary; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

39. Full compensation for Fire Hydrant and Lateral will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing fire hydrants including all pipe fittings, concrete thrust blocks & pipe restraint as show on the plans, complete in place, all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

40. Full compensation for Fire Service will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing fire services where they exist including all pipe fittings, concrete thrust blocks & pipe restraint as show on the plans, complete in place, all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

41. Full compensation for air relief valves will be measured and paid for at the contract unit price per item, which price shall include full compensation for furnishing all labor, materials, enclosures, labels, coatings, concrete pads, hardware, tools and equipment and doing all the work involved in furnishing and installing air relief valves including all pipe fittings, concrete thrust blocks & pipe restraint as shown on the plans, complete in place; all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

42. Full compensation for backflow preventers will be measured and paid for at the contract unit price per item, which price shall include full compensation for furnishing all labor, materials, enclosures, labels, coatings, concrete pads, hardware, tools and equipment and doing all the work involved in furnishing and installing backflow preventers including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; dewatering and ground water disposal; controlled low strength material if used; temporary and permanent trench paving; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

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43. Full compensation for Cap Existing Water Main will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required to excavate, cut and remove and cap the existing water main and no additional allowances will be made therefor

44. Full compensation for Water Tie-In will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required at the tie in locations to the existing main, including testing and acceptance and no additional allowances will be made therefor.

45. Full compensation for Temporary Blow Off will be measured and paid for at the contract unit price per item, which price shall include full compensation for furnishing all labor, materials, enclosures, labels, coatings, concrete pads, temporary thrust restraint, hardware, tools and equipment and doing all the work involved in furnishing and installing temporary blow offs including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated material; hand digging to protect roots; root pruning; abandonment, temporary connections, removal and disposal of existing materials; connecting to new or existing pipe; dewatering and ground water disposal; controlled low strength material if used; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications and no additional allowance will be made therefor.

46. Full compensation for all 12” PVC Pipe Sanitary Sewer pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the sanitary sewer pipe, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe or manholes; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; CCTV inspection; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

47. Full compensation for all 10” PVC Pipe Sanitary Sewer pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the sanitary sewer pipe, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe or manholes; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; CCTV inspection; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

48. Full compensation for all 8” PVC Pipe Sanitary Sewer pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the sanitary sewer pipe, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe or manholes; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; CCTV inspection; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

49. Full compensation for all 48” sanitary sewer manhole will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the sanitary sewer manholes, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe; dewatering and groundwater disposal; controlled low strength material if used; frames and covers; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

50. Full compensation for all Sewer Main Line Cleanout will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the sanitary sewer laterals and cleanouts, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing sewer main; all cleanouts frames and covers; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

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51. Full compensation for all 4” Sewer Lateral with Cleanout will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the sanitary sewer laterals and cleanouts, including inspecting existing live laterals and marking the alignment back to the point of connection to the building; all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing sewer main; all cleanouts frames and covers; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

52. Full compensation for Drainage Inlet will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in providing area storm drain inlets, including that portion of pipe not paid for under pipe; excavation, subgrade preparation, providing all pipe fittings, grouting, furnishing, placing, & compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the LID storm drain inlet on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these specifications, and no additional allowance will be made therefor.

53. Full compensation for LID Storm Drain Inlet will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment, and doing all the work involved in providing LID area storm drain inlets, including that portion of pipe not paid for under pipe; excavation, subgrade preparation, providing all pipe fittings, grouting, furnishing, placing, & compacting backfill material, and controlled density fill where required; furnishing, installing, and any other items necessary to place the LID storm drain inlet on specified fill when required by the work or shown on the Plans, and other work not specifically enumerated in the Plans or these specifications, and no additional allowance will be made therefor.

54. Full compensation for all Under Sidewalk Drains will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the storm drain pipe, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe or manholes; dewatering and groundwater disposal; controlled low strength material if used; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

55. Full compensation for all 15” RCP Storm Drain Pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the storm drain pipe, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe or manholes; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; CCTV inspection; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

56. Full compensation for all 12” RCP Storm Drain Pipe will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the storm drain pipe, including all pipe fittings, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe or manholes; dewatering and groundwater disposal; controlled low strength material if used; temporary and permanent trench paving; testing; CCTV inspection; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

57. Full compensation for all 48” Storm Drain Manhole will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in furnishing and installing the manholes, as shown on the plans, complete in place; all excavation & disposal of excavated materials; connecting to new or existing pipe; dewatering and groundwater disposal; controlled low strength material if used; frames and covers; testing; and any other items when required by the work or shown on the Plans, not specifically enumerated in the Plans or these specifications, and no allowance will be made therefor.

58. Full compensation for Clearing and Grubbing will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in

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clearing and grubbing, including but not limited to tree removal, vegetation removal, and irrigation removal within the limits shown on the Plans and as specified in these Construction Details, and no additional allowances will be made therefor.

59. Full compensation for Remove Tree and Stump will be measured and paid for at the contract unit price per each, which price shall include full compensation for all labor, materials, tools and equipment and doing all the work involved in removing street trees, including excavation and removal and all other incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

60. Full compensation for Remove Tree Grate will be measured and paid for at the contract unit price per each, which price shall include full compensation for all labor, materials, tools and equipment and doing all the work involved in removing tree grates, including excavation and removal and all other incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

61. Full compensation for Conform Grinding will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete cold planning and grinding at conforms, including but not limited to, removal of striping and markings within conform grind limits, lowering utility covers, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials furnishing, the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor.

62. Full compensation for Edge Grinding will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete cold planning and grinding at conforms, including but not limited to, removal of striping and markings within conform grind limits, lowering utility covers, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials furnishing, the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor.

63. Full compensation for Cold Plane Asphalt Concrete Paving will be measured and paid for at the contract unit price per square foot and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in the asphalt concrete cold planning, including but not limited to, removal of striping and markings within grind limits, lowering utility covers, excavation, stockpiling removed materials, hauling and disposal of removed materials, cleaning of materials furnishing, the asphalt concrete for and constructing, maintaining, removing and disposing of temporary asphalt concrete tapers and generally preparing surface for asphalt concrete pavement, as specified in these Construction Details, shown on the Plans, and directed by the Engineer and no additional allowances will be made therefor.

64. Full compensation for Roadway Excavation will be measured and paid for at the contract unit price per cubic yard (F) for the final pay quantity in the Engineer’s Estimate, which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required for the roadway excavation and bioretention / LID area excavation as described in this section within the limits shown on the Plans, removing asphalt concrete pavement, base, sub-base, subgrade, cutting and pruning tree roots encountered during excavation, spreading and compacting subgrade material to achieve required subgrade elevation, backfilling as required to achieve design subgrades and finish grades, and scarifying, moisture conditioning and compacting subgrade as specified in Section 19 of the Standard Specifications and these Construction Details, including, preparation of subgrade in all roadway, curb and gutter, sidewalk, driveway and ramp areas, proof rolling, scarification, moisture conditioning, and compaction and no additional allowances will be made therefor.

Removal of existing bituminous pavement and base materials will be paid for as roadway excavation.

65. Full compensation for Class 2 Aggregate Base will be measured and paid for at the contract unit price per cubic yard and shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work required for the hauling, constructing, placing, spreading, moisture conditioning and compacting of aggregate base, and Class 2 permeable material to finish grade or subgrade elevations within the limits shown on the Plans, as specified in Section 26 of the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.

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66. Full compensation for Hot Mix Asphalt (Type A) will be measured and paid for at the contract unit price per ton which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for performing all work under “Hot Mix Asphalt,” including but not limited fiber reinforced HMA, fiber reinforced leveling course, fiber reinforced HMA overlay, tack coat, subgrade proof rolling, compaction, testing and other incidentals as shown on the Plans and specified in the Standard Specification, these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor.

67. Full compensation for Adjust Existing Sanitary Manhole Cover to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing sanitary sewer manhole covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering manhole covers prior to roadway removal/cold planing shall be paid for under those items of work as further described in these Construction Details.

68. Full compensation for Adjust Existing Storm Drain Manhole Cover to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing storm drain manhole covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering manhole covers prior to roadway removal/cold planing shall be paid for under those items of work as further described in these Construction Details.

69. Full compensation for Adjust AT&T Manhole Cover to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing utility manhole covers to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering manhole covers prior to roadway removal/cold planing shall be paid for under those items of work as further described in these Construction Details.

70. Full compensation for Adjust Existing Drainage Inlet to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing storm drain inlet to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering manhole covers prior to roadway removal/cold planing shall be paid for under those items of work as further described in these Construction Details.

71. Full compensation for Adjust Existing Street Monument Cover to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing cover to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering manhole covers prior to roadway removal/cold planing shall be paid for under those items of work as further described in these Construction Details.

72. Full compensation for Adjust Existing Utility Cover to Grade (Sidewalk) will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing utility and box covers in sidewalk areas, to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor.

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73. Full compensation for Adjust Existing Valves to Grade will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in adjusting existing valve covers and sanitary sewer cleanout covers, to new finish grades, including but not limited to excavation, backfill, concrete, grade rings, debris platforms, cleaning, asphalt or concrete pavement and mortar throughout the project limits and all other related work specified on the Plans, in these Construction Details, the Standard Specifications and as directed by the Engineer and no additional allowances will be made therefor. Lowering covers prior to roadway removal/cold planing shall be paid for under those items of work as further described in these Construction Details.

74. Full compensation for Minor Concrete (Curb and Gutter) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb and gutter complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

75. Full compensation for Minor Concrete (6” Vertical Curb) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing the curb in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

76. Full compensation for Minor Concrete (Driveway) will be measured and paid for at the contract unit price per square foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing driveway curb cut complete in place, including setting and verification of grade, placing rebar as shown in the detail, placing and finishing concrete, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

77. Full compensation for Minor Concrete (Sidewalk) will be measured and paid for at the contract unit price per square foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing sidewalk complete in place, including setting and verification of grade, placing and finishing concrete, retaining curbs behind sidewalks, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

78. Full compensation for Minor Concrete (Curb Ramp) will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing curb ramps including setting and verification of grade, furnishing and placing concrete, expansion joints and all other incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor. The work limits for Minor Concrete (Curb Ramp) shall include all concrete work up to the sidewalk border. Sidewalk area outside of the ramp will be paid for under Minor Concrete (Sidewalk).

79. Full compensation for Minor Concrete (Detectable Warning Surface) will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in installing the detectable warning surface including setting and verification of grade, and all other incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

80. Full compensation for Minor Concrete (8” Median Curb) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing 8” median curb complete in place, including formwork, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

81. Full compensation for Minor Concrete (Median Paving) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing median paving complete in place, including formwork, expansion joints, scoring,

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and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

82. Full compensation for Minor Concrete (Bioretention Curb & Gutter) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing the bioretention curb and gutter complete in place, including formwork, rebar, utility penetrations, waterproofing, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

83. Full compensation for Minor Concrete (Bioretention Vertical Curb) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing the bioretention curb and gutter complete in place, including formwork, rebar, utility penetrations, waterproofing, expansion joints, scoring, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

84. Full compensation for Irrigation System will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in constructing the landscape irrigation system, including but not limited to piping, sleeves, fittings, valves, controls, emitter assemblies, sprinkler assemblies and all other irrigation work shown on the Plans and as specified in these Construction Details, and no additional allowances will be made therefor.

85. Full compensation for Street Tree will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in providing new street trees, including excavation, backfill, import planting soil, fertilizer, root barriers and all other incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

86. Full compensation for Decomposed Granite Tree Well will be measured and paid for at the contract unit price per square foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing decomposed granite pavement complete in place, including excavation, subgrade preparation, setting and verification of grade, compaction, placing material, finishing, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

87. Full compensation for Brick Band will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in constructing the brick band complete in place, including setting and verification of grade, placing and the base material and bricks, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

88. Full compensation for Bench will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in providing new benches, including concrete anchors and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

89. Full compensation for Bike Rack will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in providing new bike racks, including concrete anchors and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

90. Full compensation for Planter Rail will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in preparing and installing new planter rail along the bioretention area and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

91. Full compensation for Planting Area will be measured and paid for at the contract unit price per square foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in preparing and installing new landscape planting, including but not limited to preparation, excavation, soil placement, fertilizer, placing plants, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and

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specified in these Construction Details, and no additional allowances will be made therefor.

92. Full compensation for Plant Establishment Work will be paid for at the contract lump sum price, which price shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in maintaining the new landscape planting for a 125 day plant establishment period starting after Notice of Substantial Completion of the contract, including but not limited to irrigation system maintenance, replacement of damaged or defective irrigation system components, and replacement of damaged plants and trees, trimming of plants and trees, fertilizing, removal of weeds, pest control, debris removal, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

93. Full compensation for Bioretention Area will be measured and paid for at the contract unit price per square foot, which price shall include full compensation for furnishing all labor, materials, tools and equipment and doing all the work involved in preparing and installing the amended soil and drain rock, including but not limited to preparation, excavation, soil placement, and all incidentals, as shown on the Plans and City of Ukiah Standard Plans, and specified in these Construction Details, and no additional allowances will be made therefor.

94. Full compensation for Survey Monument will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in providing survey monuments at the locations shown on Plans, including the City furnished survey marker disk, concrete, frames and covers, granular materials, coordination with the City, and all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

95. Full compensation for Flagpole Sleeve will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work involved in providing flag pole sleeves in sidewalks at the locations shown on Plans, including all incidentals, as shown on the Plans and specified in these Construction Details, and no additional allowances will be made therefor.

96. Full compensation for Remove Roadside Sign (Metal Post) will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal, salvage, relocation and disposal of roadside signs, including but not limited to poles, foundations, excavation, backfill, new metal posts, hardware, and concrete footings, as specified in these Construction Details and Standard Specifications, and shown on the Plans, and no additional allowances will be made therefor.

97. Full compensation for Remove Roadside Sign Panel will be measured and paid for at the contract unit price per each and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for performing all work involved in removal, salvage, relocation and disposal of roadside signs mounted on existing poles including hardware, as specified in these Construction Details and Standard Specifications, and shown on the Plans, and no additional allowances will be made therefor.

98. Full compensation for Thermoplastic Crosswalk and Pavement Marking will be measured and paid for at the contract unit price per square foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of the pavement markings including but not limited to surface preparation, establishing layout and alignment, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.

Parking Tees are included in this item.

99. Full compensation for Two-Way Blue Retroreflective Pavement Marker will be measured and paid for at the contract unit price per each, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of retroreflective pavement markers which are not included in standard details, including but not limited to surface preparation, establishing layout and alignment, adhesive, markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. 100. Full compensation for Metal Roadside Sign will be measured and paid for at the contract unit price per each

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which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for installing new roadside signs on new and existing poles and on existing and new posts that already have a sign, including but not limited sign panels, brackets, braces, straps, screws, bolts, washers, nuts, and all other required hardware and other incidentals as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. 101. Full compensation for Roadside Sign – One Post will be measured and paid for at the contract unit price per each which price shall include full compensation for furnishing all plant, labor, materials, tools, equipment, transportation, and incidentals for installing new roadside signs on new posts and concrete foundations, including but not limited excavation, backfill, concrete, disposal, sign panels, brackets, braces, straps, screws, bolts, washers, nuts, and all other required hardware and other incidentals as shown on the Plans and specified in the Standard Specifications and these Construction Details, and as directed by the Engineer, and no additional allowances will be made therefor. 102. Full compensation for Traffic Stripe (Detail 1) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.
103. Full compensation for Traffic Stripe (Detail 8) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.
104 Full compensation for Traffic Stripe (Detail 22) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.
105. Full compensation for Traffic Stripe (Detail 27B) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor. 106. Full compensation for Traffic Stripe (Detail 27C) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.
107. Full compensation for Traffic Stripe (Detail 32) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the Plans and Standard Plans, and specified in the Standard Specifications and these Construction Details, and no additional allowances will be made therefor.
108. Full compensation for Traffic Stripe (Detail 38) will be measured and paid for at the contract unit price per linear foot, which price shall include full compensation for furnishing all plant, labor, materials, tools and equipment and doing all the work necessary for the installation of traffic stripe per the Standard Detail, including but not limited to surface preparation, establishing layout and alignment, thermoplastic, adhesive, pavement markers, and temporary striping, as shown on the

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Ukiah City CouncilMarch 1, 2023

Ukiah City Council
March 1, 2023