Colton City Council
December 3, 2024

received are as follows:

1. Roadway Engineering $ 323,531.00

2. DM Contracting $ 327,057.00

3. JT Construction Group $ 469,025.00

Staff evaluated and reviewed each submitted bid. After a review and verification of performance, on-going and completed projects, staff recommend award of the construction contract to Roadway Engineering & Construction Corp, as the lowest responsive and responsible bidder, in the amount of $323,531.00 for the Police Department Backlot Renovation Project.

FISCAL IMPACTS

Sufficient appropriations for the $323,531.00 contract with Roadway Engineering & Construction Corp. for the Police Departmen t Backlot Renovation Project are available i n the FY2024-25 adopted budget in Building Maintenance Fund building capital account number 605- 6150-6211-4950-0000-000.

ENVIRONMENTAL IMPACTS

Staff recommends the Police Department Restroom Renovation Project be determined Categorically Exempt under California Environmental Quality Act (CEQA) Guidelines (Artic le 19, Section 15301(a), Class 13).

ALTERNATIVES

1. Provide alternative direction to staff.

ATTACHMENT

1. PD Parking Lot Expansion Plan - FINAL

2. TKE Work Proposal - Colton Police Parking Lot Expansion - reduced 9 Packet Pg. 285

BUS STOP

GENERATOR
SHED
CANOPY

GRADING PLANS CITY OF COLTON

PUBLIC WORKS DEPARTMENT
100% PLANS

CITY OF COLTON

COUNTY OF SAN BERNARDINO, CALIFORNIA

POLICE DEPARTMENT PARKING LOT EXPANSION
650 N. LA CADENA DRIVE COLTON, CA.

VICINITY MAP
N.T.S

CONTRACTOR'S RESPONSIBILITY FOR SAFETY
N.P.D.E.S BMP - DETAILS
’
“
’“
”

ENGINEER'S NOTICE TO CONTRACTOR
N.P.D.E.S. REQUIREMENTS

UTILITY PURVEYORS

NOTIFICATIONS

INDEX OF DRAWINGS

IMPROVEMENT PLANS

PROJECT ADDRESS

9.a
Packet Pg. 286
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction)

SHEDCANOPY

BUS STOP

GENERATORCIVIC CENTERBUILDINGCIVIC CENTERBUILDING

GRADING PLANSCITY OF COLTONPUBLIC WORKS DEPARTMENT
100% PLANSIMPROVEMENT PLANS
DEMOLITION NOTES:

HATCH LEGEND
NOTE:

9.a
Packet Pg. 288
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction)

BUS STOP

GENERATOR
SHED
CANOPY

CIVIC CENTERBUILDING

GRADING PLANSCITY OF COLTON

PUBLIC WORKS DEPARTMENT
100% PLANS

GRADING PLANS
STRIPING NOTES:

CONSTRUCTION NOTES:

LEGEND
NOTE:
6'

9.a
Packet Pg. 289
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction)

GRADING PLANS CITY OF COLTON

PUBLIC WORKS DEPARTMENT
100% PLANS

GRADING PLANS
NOTE:

STRIPING NOTES:

CONSTRUCTION NOTES:

DEMOLITION NOTES:
8"x8"x16" SPLIT FACE 2-SIDE

CMU (TYP)
TOP COURSE 8"x8"x16"
4-SCORE SPLIT 2-SIDE
CMU
10"x4"x16" SPLIT 2-SIDE CAP
6'-0"
WALL TO BE DESIGNED PER SSPWC 601-5, (2021
EDITION) DBL. REINF., TYPE 1, 25 PSF LOAD
12"
4'-9"
6'

9.a
Packet Pg. 290
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction)

BUS STOP GENERATOR

SHEDCANOPY
ELECTRICAL SITE PLAN1
ELECTRICAL SITE PLANELECTRICAL PLANSCITY OF COLTONPUBLIC WORKS DEPARTMENTJElectrical Engineering & [email protected] 864-0223Fax 909 864-0280 Engineering Inc.8048 Palm AveHighland. Ca.

Job #James CornsP.M.2980
1SXXX
1SXXX
1SXXX
10598
6 6
100% PLANS

9.a
Packet Pg. 291
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) PULLBOX DETAIL1
TRENCH DETAIL2
SINGLE LINE DIAGRAM1ELECTRICAL PLANSCITY OF COLTONPUBLIC WORKS DEPARTMENTJElectrical Engineering & [email protected] 864-0223Fax 909 864-0280 Engineering Inc.8048 Palm AveHighland. Ca.

Job #James CornsP.M.2980

GENERAL NOTES

GEN NOTES, SYMBOL LIST & DETAILS

ELECTRICAL SYMBOLS LIST

LIGHTING FIXTURE SCHEDULE
331S
10598
6 6
100% PLANS

9.a
Packet Pg. 292
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction)

ELECTRICAL SPECIFICATIONS
“”“”“”
ELECTRICAL PLANSCITY OF COLTONPUBLIC WORKS DEPARTMENTJElectrical Engineering & [email protected] 864-0223Fax 909 864-0280 Engineering Inc.8048 Palm AveHighland. Ca.

Job #James CornsP.M.2980 ELECTRICAL SPECIFICATIONS
100% PLANS
10598
6 6

9.a
Packet Pg. 293
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction)

BUS STOP

GENERATOR
CANOPY
SHED

LA CADENA DR

E STREET

LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK

RELOCATE EXISTING IRRIGATION

CONTROLLER, ENCLOSURE, AND
EQUIPMENT TO NEW WALL.

CONTRACTOR SHALL

COORDINATE ELECTRICAL
POWER

EXISTING IRRIGATION BACKFLOW,

PROTECT IN PLACE

EXISTING BUILDING BACKFLOW
PROTECT IN PLACE.NEW WALL PER CIVIL
M
1 C
SHRUBS-LOW HZ#1
305 S.F.

LANDSCAPE

DRIPLINE

1.44 IN/HR
25 PSI
1 1" 5
CONCRETE HEADER PER CIVIL.

IRRIGATION PLANS ARE DIAGRAMMATIC IN NATURE. IRRIGATION MAINLINE AND ALL VALVES TO BE LOCATED ON PROJECT PROPERTY, IN PLANTER AREAS WHERE POSSIBLE. NO IRRIGATION EQUIPMENT IS TO BE INSTALLED IN STREETS, DRIVE AISLES OR BUILDINGS. (1) PIPING AND VALVES ARE SHOWN IN HARDSCAPE FOR CLARITY ONLY.

C
M

NOT SHOWN
SYMBOL
-
-
(2)
(1)
-
(1)
(1)
(1)
NOTES

EQUIPMENT LEGEND
SCH 40 PVC IRRIGATION PIPE / WIRE SLEEVE - 36" MIN. COVER SCH. 40 PVC NON-PRESSURE LATERAL LINE - 12" MIN. COVER

EXISTING IRRIGATION MAINLINE
EXISTING RAINBIRD ESP-LXME CONTROLLER IN WALL MOUNT ENCLOSURE. SHALL BE RELOCATED TO NEW CMU BLOCK WALL PER CIVIL PLAN. ELECTRICAL POWER, EXISTING VALVE WIRES, AND

ANTENNA CONNECTION SHALL BE RELOCATED/ PROVIDED TO NEW CONTROLLER LOCATION FOR FUNCTION OF EXISTING IRRIGATION SYSTEM.

EXISTING BACKFLOW PREVENTER- PROTECT IN PLACE. CONTRACTOR SHALL TEST TO VERIFY FUNCTION AND REPAIR/ REPLACE AS NEEDED.

EXISTING IRRIGATION WATER METER
MANUFACTURER/MODEL #
'F', SHT. X
'G', SHT. X
'H', SHT. X
-

PLAN SIZE

SEE CHART
N/A
N/A
'E', SHT. X
'D', SHT. X 1"

PLAN SIZE
24 STA.
-
-N/A

DETAIL SIZE
(1)
-
(1)
- 'E', SHT. X PLAN SIZE
(2) NIBCO T-585 BRONZE BALL VALVE. INSTALL IN GREEN VALVE BOX'C', SHT. X LINE SIZE (1) - -
* = UNLESS OTHERWISE NOTED

PIPE SIZING CHART
6" PIPE
3" PIPE
4" PIPE
8" PIPE
2 1/2" PIPE
1" PIPE
2" PIPE
3/4" PIPE
1 1/4" PIPE
1 1/2" PIPE
31-40 WIRES1 1/2" PIPE 3" SLEEVE
61-99 WIRES
100+ WIRES
41-60 WIRES
10" SLEEVE
8" SLEEVE
6" SLEEVE
4" SLEEVE
2 1/2"-3" PIPE
N/A
2" PIPE
6" PIPE
4" PIPE
11-20 WIRES
21-30 WIRES
5-10 WIRES
1-4 WIRES
SCH 40 PVC SLEEVING CHART
2" SLEEVE
1 1/2" SLEEVE
1 1/4" SLEEVE
2 1/2" SLEEVE
1" PIPE
1/2" PIPE
3/4" PIPE
1 1/4" PIPE
VALVE
SIZE

CONTROLLER
STATION # /
(GPM)
FLOW

HYDROZONE
AREA

IRRIGATION
TYPE

PRECIP RATE

PRESSURE
SCH. 40 PVC DRIPLINE HEADER- SIZE SHALL MATCH LATERAL PIPE SIZE - HUNTER HDL-09-12-XX-PC SUBSURFACE DRIPLINE WITH ROWS SPACED 12" ON CENTER'C'-'E', SHT. X17 MM - NETAFIM MANUAL FLUSH VALVE - TLSOV. INSTALL IN GREEN 10" ROUND BOX 'A', SHT. X 3/4" 'B', SHT. X LINE SIZE
'A', SHT. X LINE SIZE
HUNTER HQ-44-LRC QUICK COUPLING VALVE; INSTALLED IN VALVE BOX HUNTER ECO-ID DRIP OPERATION INDICATOR'B', SHT. X 6"--
12/14 GA UF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT HUNTER ICV-201G NORMALLY CLOSED MASTER VALVE WITH ACCU-SYNC PRESSURE REGULATOR. INSTALL IN GREEN VALVE BOX
HUNTER HFS-FCT-208 FLOW-SYNC FLOW SENSOR. INSTALL IN GREEN VALVE BOX HUNTER ICZ-101-LF-25 DRIP CONTROL ZONE ASSEMBLY.

INSTALL IN GREEN VALVE BOX
EXISTING IRRIGATION VALVE. CONTRACTOR SHALL FIELD VERIFY AND ADJUST/ ABANDON IN PLACE AS NECESSARY.

SCH. 40 PVC IRRIGATION MAINLINE - 18" MIN. COVERMATCH

EXISTING
-
'F', SHT. X

METER SIZE

WATER TYPE

STATIC PRESSURE

PEAK DEMAND

SOURCE AT

DATE INFO OBTAINED
P.O.C. INFORMATION
1"

POTABLE
65 PSI
5 GPM

COLTONSITE READING
03/22/24
DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\IRRIGATION.dwg Jul 31, 2024 - 4:44pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX

LANDSCAPE IRRIGATION PLAN
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24
010' 20'40' N

GENERAL IRRIGATION NOTES

1.THE FOLLOWING PLANS, NOTES, AND DETAILS ARE PRESENTED IN A DIAGRAMMATIC METHOD TO CONVEY SYSTEM COMPONENTS, EQUIPMENT, AND LAYOUT. ITEMS MAY BE SHOWN IN AREAS WHERE NO IRRIGATION EQUIPMENT SHALL BE PLACED TO ONLY COMMUNICATE OVERALL DESIGN INTENT FOR CLARITY. THE CONTRACTOR SHALL NOT INSTALL ITEMS OFF PROPERTY, IN ROADWAYS, WALKS, OR BUILDINGS- IN ALL CASES ALL EQUIPMENT SHALL BE IN LANDSCAPE AREAS ONLY.

2. ANY CONFLICTS WITH SITE FEATURES OR CONDITIONS, NOT KNOWN TO THE DESIGN TEAM AT THE TIME OF PLAN DEVELOPMENT SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO BIDDING. THE CONTRACTOR SHALL INCLUDE IN THEIR BID AN ALLOWANCE FOR MINOR ADJUSTMENTS OF LOCATIONS, SPACING, AND ADDITIONAL HEADS OR DRIP MATERIAL FOR PROVIDING FULL COVERAGE TO ALL PLANTED MATERIAL.

3. THE FOLLOWING DRAWINGS SHOW TYPICAL REPRESENTATIONS OF THE OVERALL SYSTEM AND THE REQUIRED INFORMATION FOR OVERALL HYDRAULIC DESIGN. THEY DO NOT ILLUSTRATE EVERY POSSIBLE CONDITION, APPLICATION, AND OR SITE CONSTRAINT. IT IS THE CONTRACTORS RESPONSIBILITY AS THE SUBJECT MATER EXPERT TO SUPPLY THE APPROPRIATE MEANS AND METHODS INCLUDING ALL REQUIRED ACCESSORIES, MATERIALS, AND EQUIPMENT TO FURNISH A FULLY FUNCTIONING IRRIGATION SYSTEM.

4. THE CONTRACTORS BID SHALL INCLUDE ALL ITEMS REQUIRED TO CONSTRUCT AND INSTALL A FULLY FUNCTIONAL SYSTEM TO MEET THE DEMANDS OF THE PLANTING PLANS.

THE CONTRACTOR SHALL ASK, PURPOSE, OR VERIFY ANY DESIGN CLARIFICATIONS DURING THE BIDDING PROCESS AS PART OF THEIR DUE DILIGENCE. FAILURE TO DO SO SHALL

MAKE THE CONTRACTOR SOLELY RESPONSIBLE FOR ANY ADDITIONAL TIME, COSTS, OR WORK REQUIRED TO COMPLETE THE PROJECT WITH ALL REQUIRED ITEMS FOR A FULLY FUNCTIONAL AUTOMATIC IRRIGATION SYSTEM.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED PERMITS, ENCROACHMENT REQUIREMENTS, INSPECTIONS, AND ANY OTHER ITEMS REQUIRED TO DO THE WORK SUCH AS TRAFFIC CONTROL, DUST CONTROL, OR SITE SAFETY AND SECURITY ITEMS.

6. MAINLINE FEEDER FROM POINT OF CONNECTION TO BACKFLOW PREVENTER SHALL BE PER LOCAL PURVEYOR OR CODE REQUIREMENTS WHICHEVER IS MORE STRINGENT.

7. THE FINAL LOCATION OF ALL MAJOR IRRIGATION EQUIPMENT SHALL BE APPROVED AND ADJUSTED AS NECESSARY PER SITE CONDITIONS PRIOR TO INSTALLATION. THE

CONTRACTOR SHALL REQUEST INSPECTION/ FIELD REVIEW AND HAVE WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OR BE SOLELY RESPONSIBLE FOR ANY ADJUSTMENTS AS REQUIRED LATER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SLEEVE INSTALLATIONS AS SHOWN PER PLAN AND ANY ADDITIONAL REQUIREMENTS BASED OF SITE CONSTRAINTS WITH OTHER TRADES PRIOR TO INSTALLATION OF HARDSCAPE, PAVING, WALLS OR FOUNDATIONS.

9. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS PER THE SPECIFICATIONS AND ANY REQUIRED BY THE GOVERNING BODY, NO WORK SHALL BE COVERED OR CLOSED PRIOR TO INSPECTION AND APPROVAL. FAILURE TO HAVE THE WORK INSPECTED SHALL RESULT IN THE CONTRACTOR BEING REQUIRED TO EXPOSE AND MAKE AVAILABLE THE WORK FOR INSPECTION AT THEIR OWN COST.

10. THE IRRIGATION SYSTEM HAS BEEN DESIGNED PER SUPPLIED STATIC WATER PRESSURE BY OTHERS, THE CONTRACTOR SHALL VERIFY SITE WATER PRESSURE PRIOR TO START OF WORK AND FORWARD ANY FINDINGS IN WRITING TO THE LANDSCAPE ARCHITECT. FAILURE TO DO SO WILL RESULT IN ANY CORRECTIONS, ADJUSTMENTS, AND OR ADDITIONAL EQUIPMENT REQUIREMENTS TO BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION FOR POWER SUPPLY AND ANY REQUIRED FIELD CONNECTIONS TO ALL CONTROLLERS, PUMPS, FERTIGATION SYSTEMS AS REQUIRED BY THE PLANS.

12. COORDINATE MAINLINE AND LATERAL PIPING WITH TREE AND PLANTING LOCATIONS TO SEPARATE AND REMOVE ANY CONFLICTS.

13. THE CONTRACTOR SHALL TEST THE STATIC PSI AT EACH VALVE AND ADJUST VALVE MOUNTED PRESSURE REGULATORS AS NEEDED FOR OPTIMAL PERFORMANCE.

14. NO LOW HEAD DRAINAGE, SURFACE POOLING OF WATER, OVERSPRAY ON HARDSCAPE, STRUCTURES, OR EQUIPMENT WILL BE ALLOWED. CONTRACTOR TO INCLUDE IN THEIR BID FOR ANY ADDITIONAL CHECK VALVES OR EQUIPMENT REQUIRED TO MEET THE REQUIREMENT.

15. CONTRACTOR REQUIRED TO SUPPLY ALL EQUIPMENT FOR TESTING, AND CONTRACT/SUPPLY 3RD PARTY WATER AUDITS AS REQUIRED BY LOCAL REGULATIONS AND CODES.

16. THE CONTRACTOR SHALL FOLLOW AND UNDERSTAND ALL THE REQUIREMENTS OF THE SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION.

DRIP IRRIGATION NOTES

1. ALL AREAS TO RECEIVE DRIP IRRIGATION SHALL BE AMENDED, GRADED, AND READY FOR PLANTING PRIOR TO INSTALLATION.

2. ALL DEBRIS, ROCKS, OR SHARP ITEMS SHALL BE REMOVED IF THEY CAN CAUSE DAMAGE TO THE DRIP EQUIPMENT SUCH AS PUNCTURES, CUTS, OR GAUGING PRIOR TO INSTALLATION.

3. REFER TO DETAILS FOR TYPICAL LAYOUTS, HEADER LOCATIONS, AND CONNECTION POINTS AS WELL AS FLUSH VALVE AND AIR RELIEF VALVE LOCATIONS WHICH MAY NOT BE SHOWN PER PLAN DUE TO GRAPHICAL ISSUES. ALL VALVES SHALL INCLUDE FLUSHING AND AIR RELIEF AS REQUIRED BY THE MANUFACTURER.

4. ALL DRIP LINES SHALL BE SLEEVED IN SCH 40 PIPE FOR ANY CROSSINGS UNDER HARDSCAPE.

5. ALL DRIP LINES BE SECURELY STAKED PER DETAILS WITH ADDITIONAL LINE TO ALLOW FOR EXPANSION AND CONTRACTION.

6. ALL DRIP LINES TO BE CLEANLY CUT AT 90-DEGREE INTERVALS, NO SOLVENTS OR OTHER LIQUIDS SHALL BE USED WHICH MAY DEGRADE THE TUBING OUR JAGGED/ROUGH CUTS WILL BE ALLOWED.

7. INSTALL AIR/VACUUM RELIEF VALVES AT THE HIGHEST POINT OF THE HYDROZONE.

8. INSTALL MANUAL FLUSH VALVE AT THE FARTHEST END OF EACH HYDROZONE.

9. FLUSH ALL LINES, AND SYSTEM FULLY PRIOR TO CAPING ALL ENDS TO REMOVE ANY INSTALLATION DEBRIS OR SEDIMENT.

10. CONTRACTOR SHALL UP SIZE VALVE BOXES AS NEEDED FOR LARGER DRIP VALVE FILTERS TO ENSURE ACCESS FOR MAINTENANCE OF FILTERS.

LI-1
10598
100% PLANS

9.a
Packet Pg. 294
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\IRRIGATION.dwg Jul 31, 2024 - 4:44pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX

LANDSCAPE IRRIGATION DETAILS
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24

H G F E
ABCD
NOTES:

BUNDLE AND TAPE WIRES AT 12'O.C. PIGTAIL AND LOOP CONTROL WIRES AT ALL 90° CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. 36" MIN. COVER IS REQUIRED FOR RECLAIMED WATER MAINLINE (WHERE APPLICABLE).

INSTALL 1'x1'X1' THRUST BLOCK AT ALL TERMINAL POINTS ON MAINLINE. 24 16 57
12"
6"
36" MIN.

Trenching

1. FINISH GRADE

2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE SPECS

3. CHRISTY'S IRRIGATION 3" WIDE BLUE DETECTABLE WARNING TAPE 18" ABOVE PRESSURIZED MAINLINE. SHALL READ "CAUTION BURIED POTABLE WATERLINE"

4. NON-PRESSURE LATERAL LINE PER LEGEND

5. PRESSURE SUPPLY LINE PER LEGEND

6. CONTROL WIRES - INSTALL BELOW PRESSURE SUPPLY LINE

7. PROVIDE 2" OF CLEAN BACKFILL BELOW PRESSURE MAINLINE 18"
3 NOTES:

SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS.

RECLAIMED WATER SLEEVES TO BE A MINIMUM 42"-48" DEEP (OR PER WATER DISTRICT STANDARDS) WHERE APPLICABLE. 23 16 45 6"
2"
12"

SEE CHART BELOW
Sleeving
24" <3"
36" 3"+
30" <3"
36" 3"+

LANDSCAPE

VEHICULAR
PAVING

PRESSURE

MAINLINE
12" <3"
18" 3"+
24" <3"
30" 3"+

LANDSCAPE

VEHICULAR
PAVING

NON PRESSURE

LATERAL

1. HARDSCAPE (TYPICAL)

2. CLEAN BACKFILL - 90% COMPACTION REQUIRED - SEE
SPECS

3. SAND (TYPICAL)

4. NON-PRESSURE LATERAL LINE/ SLEEVE (SIZE PER CHART)

5. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE
(SIZE PER CHART) 6. PRESSURE SUPPLY LINE / SLEEVE
(SIZE PER CHART)
1 2345678
Wire Connections

1. SLIP BASE SOCKET OVER END OF WIRES

2. STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER

3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER

4. PUT CRIMP END OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE

5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE

6. PUSH SEALING PLUG INTO BASE SOCKET

7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION

8. COMPLETED WATERPROOF WIRE CONNECTION

9. SPEARS DS-400 WIRE CONNECTOR OR APPROVED EQUAL9
Master Valve
2 MV
4 3
65 5111011
13 1
9 14
8 7
12 11 10 11 18"-24"
2"
6"
12"
10 1. ELECTRIC CONTROL VALVE PER LEGEND

2. JUMBO RECTANGULAR VALVE BOX WITH
BOLT-DOWN LID AND SS BOLT. LID AND BOX TO BE
GREEN

3. HEAT BRAND "MV" ON LID IN 2" HIGH

CHARACTERS

4. FINISH GRADE

5. PVC SCH 80 NIPPLE SCH 80 COUPLING

6. SPEARS DS-400 PRE-FILLED DRI-SPLICE
CONNECTOR WITH CRIMP SLEEVE W/36"

EXPANSION LOOP

7. UF WIRES TO CONTROLLER MASTER VALVE
OUTPUT. GAUGE PER LEGEND

8. 3/4" CRUSHED ROCK - 6" DEEP

9. COMMON BRICK - 4 REQUIRED

10. PVC MAINLINE PER LEGEND - LENGTH AS

REQUIRED

11. PVC SCH 80 ELL - SxS

12. MAINLINE PIPING FROM POINT OF CONNECTION

13. MAINLINE PIPING TO CONTROL VALVES

14. PVC SCH 80 UNION - SIZE AS REQUIRED

15. VALVE BOX EXTENSION(S) AS REQUIRED
15 1/2" IN TURF
2" IN PLANTER
Flow Sensor
FS
MIN. UPSTREAM LENGTH OF
STRAIGHT PIPE = 10x PIPE DIA.

MIN. DOWNSTREAM LENGTH OF
STRAIGHT PIPE = 5x PIPE DIA.

FLOW
2158964
117 10 3
18"-24"
2"

1. 10" ROUND PLASTIC VALVE BOX WITH LOCKING
LID AND SS BOLT. BOX AND LID TO BE GREEN

2. HEAT BRAND "FS" ON LID IN 2" HIGH

CHARACTERS

3. FINISH GRADE

4. 3/4" CRUSHED ROCK - 4" DEEP

5. FLOW SENSOR PER LEGEND

6. COMMON BRICK - 4 REQUIRED

7. PVC MAINLINE FROM POC - PER LEGEND

8. PVC MAINLINE TO SYSTEM -PER LEGEND

9. VALVE BOX EXTENSIONS AS REQUIRED

10. WATERPROOF WIRE CONNECTORS WITH 36"

EXPANSION LOOP

11. CABLE TO TRANSMITTER/CONTROLLER PER

MANUFACTURER
2" IN PLANTER 1/2" IN TURF
Ball Valve
NOTE:

USE TEFLON TAPE ON ALL MALE PIPE THREADS.
2 178964 5
3 2"
BV

1. RECTANGULAR VALVE BOX WITH BOLT-DOWN LID
AND SS BOLT. BOX AND LID TO BE GREEN

2. HEAT BRAND "BV" ON LID IN 2" HIGH

CHARACTERS

3. FINISH GRADE

4. 3/4" CRUSHED ROCK - 4" DEPTH

5. BALL VALVE PER IRRIGATION PLAN

6. COMMON BRICK - 4 REQUIRED

7. SCH 80 PVC NIPPLE AND SCH 80 COUPLING (2)
REQUIRED.

8. MAINLINE PIPING PER IRRIGATION PLAN

9. VALVE BOX EXTENSION(S) AS REQUIRED
18" MIN.
2" IN PLANTER
1/2" IN TURF
Quick Coupler Valve
QCV
2513
9 3
676
8 12 4 1
11 10
NOTE:

USE TEFLON TAPE ON ALL
MALE PIPE THREADS.
6"-12"2"
4"
18"-24"

1. 10" ROUND PLASTIC VALVE BOX WITH
LOCKING LID AND SS BOLT. BOX AND LID TO

BE GREEN

2. HEAT BRAND "QCV" ON LID IN 2" HIGH

CHARACTERS

3. FINISH GRADE

4. 3/4" CRUSHED ROCK 4" DEEP

5. QUICK COUPLER PER LEGEND

6. PVC SCH 80 NIPPLE LENGTH AS REQUIRED

7. PVC SCH 80 STREET ELL - TxT

8. PVC SCH 80 ELL - TxT

9. SCH 80 PVC MAINLINE FITTING

10. PVC SCH 80 MAINLINE PIPING PER

EQUIPMENT LEGEND

11. WALK, CURB, OR WALL, ETC.

12. #4 REBAR, 18" MINIMUM LENGTH SUPPORT
STAKE

13. STAINLESS STEEL CLAMP - 2 REQ.
2" IN PLANTER 1/2" IN TURF
Drip Control Valve Assembly
NOTES:

TEE OFF MAINLINE

TO BE SAME SIZE

AS LATERAL LINE
EXITING VALVE.

ONLY REDUCE PIPE
SIZE AT VALVE.

1. FINISH GRADE/TOP OF MULCH

2. JUMBO PLASTIC VALVE BOX WITH BOLT DOWN

LID AND SS BOLT - HEAT BRAND STATION
NUMBER ON LID IN 2" HIGH CHARACTERS. BOX

COLOR TO BE GREEN

3. 36-INCH LINEAR LENGTH OF WIRE, COILED

4. SPEARS DS-400 PRE-FILLED DRI-SPLICE

CONNECTOR WITH CRIMP SLEEVE

5. BRASS BALL VALVE, SIZE TO MATCH VALVE SIZE

6. 'CHRISTYS' I.D. TAG PER VALVE NUMBER

7. REMOTE CONTROL VALVE

8. PRESSURE REGULATING QUICK CHECK BASKET
FILTER

9. PVC SCH. 80 UNION FOR SERVICING

10. LATERAL PIPE PER PLAN

11. PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)

12. PVC SCH 80 ELL

13. PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)
AND PVC SCH 80 ELL

14. PVC SCH 80 TEE OR ELL

15. MAINLINE PIPE

16. 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED
GRAVEL

17. PVC SCH 80 NIPPLE

18. COMMON BRICK - 4 REQUIRED
1 2
34675
11 12
11 17
16 151413
8 9
10 12"
24"
18 2" IN PLANTER
1/2" IN TURF
Maintenance Schedule
LI-2
10598
100% PLANS

9.a
Packet Pg. 295
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\IRRIGATION.dwg Jul 31, 2024 - 4:44pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX

LANDSCAPE IRRIGATION DETAILS
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24
E
ABCD
NOTES:

ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA. CONTRACTOR TO SIZE PVC SUPPLY MANIFOLD TO COMPENSATE FOR FLUSH VALVE FLOWS. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH. 4 6
1 5
2 1. PVC PIPE (PER LEGEND)

2. SCH. 40 PVC TEE

3. LANDSCAPE DRIP TUBING (PER LEGEND)

4. SCH. 40 PVC MALE ADAPTER

5. COMPRESSION ADAPTER FITTING

6. SCH. 40 PVC CROSS

7. COMPRESSION COUPLING

8. COMPRESSION ELBOW FITTING

9. COMPRESSION TEE FITTING
383 9
373 3
Dripline Fittings
6 4 3 2 1
2"
****
5 Dripline Burial
7 1. TOP OF MULCH

2. LANDSCAPE DRIP LINES

3. FINISH GRADE IN PLANTER AREAS, BACKFILL OVER DRIPLINE

4. FINISHED GRADE

5. SUB-GRADE OF NATIVE SOIL

6. (**) LATERAL DRIP LINE SPACING PER PLAN

7. RAINBIRD TDS-050 TIE-DOWN STAKE AT 3' O.C. MAX.
62 8
9 3
NOTES:

ALL PERIMETER LATERALS ARE TO BE 2'' TO 4'' FROM THE EDGE OF PLANTER AREA.

FV
AV
146 2
5 7
Dripline End Connection

1. AUTOMATIC FLUSH VALVE (PER LEGEND) PLUMBED TO TUBING

2. AREA PERIMETER

3. LANDSCAPE DRIP TUBING (PER LEGEND)

4. PVC FLUSH MANIFOLD

5. REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (SEE RCV DETAIL)

6. MANIFOLD-TO-ELBOW CONNECTION

7. PVC SUPPLY MANIFOLD

8. AIR/VACUUM RELIEF VALVE (PER LEGEND) PLUMBED TO BLANK

TUBING AT EACH HIGH POINT

9. AIR/RELIEF BLANK TUBING LATERAL ON MOUNDS OR BERMS
NOTES:

USE TEFLON TAPE ON ALL MALE PIPE THREADS FOR PVC TO PVC CONNECTIONS. SET PERIMETER HEADS 1"-2" FROM EDGE OF WALK, WALL, OR CURB, ETC. ALL FITTINGS FOR SWING JOINTS MUST BE SAME SIZE AS INLET ON BASE OF HEAD. LATERAL LINE FITTING OUTLET SHALL BE SAME SIZE AS HEAD INLET. 14 76 32

1. DRIP OPERATION INDICATOR PER LEGEND

2. PVC SCH 80 NIPPLE - 12" MINIMUM LENGTH

3. PVC SCH 40 STREET ELL - TxT

4. MARLEX STREET ELL - TxT

5. PVC SCH 40 LATERAL LINE FITTING

6. LATERAL LINE PER EQUIPMENT LEGEND

7. FINISH GRADE
5 12"
Drip Operation Indicator
SCALE:

Dripline Flush Valve
1 2
3 456

1. FINISH GRADE

2. 6" GREEN ROUND VALVE BOX

3. PVC BALL VALVE - LINE SIZE

4. BLANK DRIPLINE

5. BRICK SUPPORTS (THREE REQUIRED)

6. 3/4" PEA GRAVEL SUMP
LI-3
10598
100% PLANS

9.a
Packet Pg. 296
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\IRRIGATION.dwg Jul 31, 2024 - 4:44pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX

LANDSCAPE IRRIGATION SPECS
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24

IRRIGATION
PART 1 - GENERAL
Refer to standard contract documentation for items outside of technical installation scope.

1.01 GENERAL CONDITIONS:

A. Provide all labor, materials, tools, transportation, equipment and incidentals necessary to perform the work as indicated on the Irrigation Plans and as herein specified to install a complete and fully functioning Automatic Irrigation system providing full coverage of all planted areas.

1.02 SCOPE OF WORK:

A. Irrigation materials and equipment.

B. Installation standards.

C. System location and layout.

D. Excavation and backfill.

E. Installation of pipe, equipment, and appurtenances.

F. Water flow meters.

G. Field quality control - Coverage Tests, as builts, and 3rd party water audit.

H. Plant irrigation establishment period.

I. Clean up.

1.03 REFERENCES:

A. The Standard Specifications for Public Works Construction, “Greenbook”, latest edition at the time of Bid, is reference as if herein contained and the contractor shall keep a copy at the project site. These Specifications shall supersede conflicts with information given in the “Greenbook”, unless otherwise determined by the Owner or their designated representative.

B. American Society for Testing and Materials (ASTM):

1. ASTM A53, ASTM D1557,ASTM D1785, ASTM D2241, ASTM D2464, ASTM D2466, ASTM D2564, C. California Code of Regulations, Title 24:

1. Part 3 California Electrical Code
D. Underwriters Laboratories Inc. (UL):

1. UL 651 Schedule 40 and 80 Rigid PVC Conduit.

1.04 VERIFICATION OF DIMENSIONS:

A. Dimensions and layout are approximate, before proceeding with any work, Contractor shall verify all dimension and shall immediately inform the L.A. and owner of any discrepancies between the drawings and/or specifications and actual field conditions. No work shall be done in any area where there is such a discrepancy until approval has been given by L.A. and owner. Any work done without notification and prior approval will be the sole responsibility of the Contractor to remedy as required by L.A. and Owner.

1.05 SUBMITTALS:

A. Existing Static water pressure/ Water service size verification:

Contractor to document readings in writing on Contractors form that list time & date, reading in PSI, location, and type of gauge used in addition to date stamped photographs of readings. Contractor to document all points of service including both potable and recycled. Final results shall be submitted to the Owners representative prior to purchase of equipment and material.

B. Materials List:

1. Complete material list shall be submitted prior to performing any work. Catalog data and full descriptive literature must be submitted whenever the use of the item is different than those specified is requested. Notarized certificate must be submitted by plastic pipe and fitting manufacturer indicating that material complies with specifications, unless material has been previously approved.

2. Material list shall be submitted using the following format (double spaced between each item):

Item DescriptionManufacturer Model

1. Pressure Pipe Lasco Sch. 40

2. Lawn HeadRainbird 1804-SAM-PRS
Etc. Etc.Etc. Etc.

C. Record Drawings:

1. Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings daily including noting when work was done.

2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Owners Representative. Prior to final inspection of work, submit record drawings to Owners Representative for approval.

3. Dimensions shall be from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.). Data to be shown on record drawing shall be recorded day to day as the project is being installed. All lettering on drawings shall be minimum 1/8 inch in size.

4. Show locations and depths of the following items:
a. Point of connection.
e. Routing of sprinkler pressure lines (dimension maximum 100 feet along routing) and Routing of control wires.
f. Gate valves/ Isolation valves and Sprinkler control valves. g. Quick coupling valves.
h. Related equipment (as may be directed).

5. Maintain record drawings on-site at all times. Upon completion of work, transfer all as-built information to clean blackline print for reproduction and create a digital PDF.

D. Operation and Maintenance Manual: Operation and Maintenance Data, for submittal requirements.

As a minimum, provide operation and maintenance instructions for the following items:

1. Electric Remote-Control Valves (including master control valves);

2. Irrigation Controller including Satellite Irrigation Controllers;

3. Water Flow Meters; and

4. Irrigation Controller support Software and Accessories.

1.05 QUALITY ASSURANCE:

A. The landscape irrigation system shall consist of a completely automatic, electrically-controlled bubbler, drip, and spray-irrigation system. The system shall be installed to provide complete coverage with minimum maintenance. The irrigation system shall be installed to prevent overspray onto walks and structures.

B. The irrigation system shall avoid conflicts with plant materials, lighting standards, sign posts, architectural features, above and below ground utilities, and drainage system. Contractor responsible for coordination with other trades to verify acceptable locations to avoid conflicts in addition to providing additional heads or adjustments as required.

C. Irrigation piping layout is schematic, showing location of pipes and fittings close to landscape areas is not always possible graphically. All equipment shall be located inside the landscape areas.

D. Planting Irrigation establishment period is specified in the Planting Specifications and is the same duration as the Plant Establishment period..

1.06 SEQUENCE AND SCHEDULING:

A. Contractor to coordinate layout and installation of irrigation sleeves, conduits, and piping under paved areas and other features prior to their construction with other trades.

B. Coordinate installation of irrigation system with excavation of planting beds and backfilling of planting beds with topsoil.

C. The irrigation system shall be installed, tested, and fully automatic prior to installation of plant material.

D. Tree and plant locations shall be staked or flagged in the field prior to installation of irrigation pipe and heads/emitters. Refer to the plant list on the Contract Drawings for plant setbacks and spacing requirements.

1.07 EXISTING UTILITIES:

A. Existing utilities and conditions: Prior to cutting into the soil, locate all cables, conduits, sewer lines, septic systems, and other utilities commonly encountered underground and take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, promptly notify the L.A. and Owner who will give direction. Proceed in the same manner if a rock layer or any other conditions encountered underground make changes advisable.

1. Where investigation of subsurface conditions has been made by a qualified body in areas in which local materials may be obtained, the Contractor may request the use of such information but will be solely responsible for its verification and accuracy

2. It is the Contractors sole responsibility to verify any located or demarked utilities via pot holing or other method prior to start of excavation. Failure to do so will result in all damages being the sole responsibility of the Contractor.

1.08 INSPECTIONS:

A. Inspections will be required for:

1. Pressure test of irrigation main line.

2. Coverage test.

3. Manufacture certification, for warranty, verification of installation per manufacture requirements.

4. Final inspection/start of maintenance. Final inspection shall be performed by the Owners Representative and Landscape Architect. All sensors, gauges, grounding, and accessories must be installed and functioning/programmed per manufacture. A third party water audit by a Certified Landscape Irrigation Auditor per MWELO requirements must be completed and final report supplied prior to inspection.

5. Completion of maintenance and owner's Final acceptance.

B. Inspection Requests:

1. Contractor shall notify the Owners Representative and Landscape Architect in advance for requesting all inspections as follows:

Pressure supply line installation and testing - 36 hours (1- 2 working days) System layout - 36 hours (1- 2 working days)
Coverage Tests - 36 hours (1- 2 working days)
Final Inspection - 48 hours (2 working days)

2. When inspections have been conducted by other approved personnel, the Contractor shall show evidence in writing of when and by whom these inspections were made including a signature of the referenced Inspector.

3. No inspection will commence without updated "record" prints. In the event the Contractor calls for an inspection without the appropriate required information or completed work the the inspection will be terminated and the Contractor charged for the inspectors time and must reschedule.

C. Closing in Un-inspected Work:

1. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been inspected, tested, and approved by the Owners Representative.

2. Any additional inspections required due to the Contractors actions, such as failing to have work inspected or covering it prior will- result in additional inspections charged by the current hourly rate of the Landscape Architect or Certified Irrigation designer/Auditor including travel time and expenses.

D. Coverage Test/ Adjustments:

1. When the sprinkler system is completed, Contractor shall perform a coverage test in the presence of the Owners Representative and the Landscape Architect to determine if the water coverage for planting areas is complete and adequate. This test shall be accomplished before any planting.

2. Any adjustment required for proper coverage shall be the Contractors Responsibility, and shall include field adjustments and additions as needed to head layout as directed by the Landscape Architect. All additional cost associated with final system tuning and adjustments shall be the Contractors Responsibility.

E. Hydrostatic Tests:

1. All pressure lines shall be tested under a hydrostatic pressure of 150 psi for a period of not less than two hours or per local governing regulation- whichever is greater.

2. All hydrostatic tests shall be made in the presence of the Owners Representative. No pressure line shall be backfilled until it has been inspected, tested, and approved in writing.

F. Contractor shall furnish necessary force pump and all other test equipment.

1.09 TURNOVER ITEMS:

A. Controller Charts:

1. Record drawings must be approved by Owners representative before charts are prepared.

2. Provide one controller chart for each automatic controller. Chart shall show the area covered by controller.

3. The chart is to be a reduced copy of the actual "record" drawing. In the event the controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size.

4. Chart shall be a blackline print with a different color used to show the area of coverage for each station.

5. When completed and approved, the chart shall be hermetically sealed between two pieces of plastic, each piece being a minimum 20 mils in thickness.

B. Operation and Maintenance Manuals:

1. Two individually bound copies of operation and maintenance manuals shall be delivered to the Owners Representative 10 calendar days prior to final inspection. The manuals shall describe the material installed.

2. Each complete, bound manual shall include the following information:
a. Index sheet stating Contractor's address and telephone number, duration of guarantee period, list of equipment including names and addresses of local manufacturer representatives. b. Complete operating and maintenance instructions for all equipment. c. Spare parts lists and related manufacturer information for all equipment.

C. Equipment:

1. Supply as part of this contract the following items:
a. 4 additional sprinkler heads and or emitter of each type and spray pattern shown. b. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head involved. c. 10 additional drip emitters of each type and flow rate shown. d. 25' of each type of drip tubing used per plan, and 6 of each fittings used. e. Two keys for each automatic controller.

D. Contractor to supply and verify with the Owners Representative what type of padlocks and keys are required for enclosures that can be padlocked. Each locking mechanism must have 4 copies of the correct key for turnover to the Owners Representative. Depending on actual enclosures per plan this includes locks for gates, any needed chains/cables, and other security instruments for the protection of Irrigation equipment.

1.12 GUARANTEE:

A. General:

The entire sprinkler system, including all work done under this contract, shall be guaranteed against all defects and fault of material and workmanship for a period of one (1) year following the filing of the Notice of Completion. All materials used shall carry a manufacturer's guarantee of one (1) year.

Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to the Owner within ten (10) calendar days of receipt of written notice from the Owners Representative. When the nature of the repairs as determined by the Owners Representative constitute an emergency (e.g. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the Owners Representative by the Contractor, all at no additional cost to the Owner.

PART 2 - MATERIALS

2.01 GENERAL:

A. Materials and or equipment installed or furnished shall be new and in pristine condition. Materials that have faded, are dirty, or have been improperly stored will be rejected and shall be removed from the site and replaced at no expense to the Owner.

B. All materials shall be stored per manufactures recommendation and protected from, weather, construction activities, and vandalism/theft.

2.02 PIPE:

A. Pressure supply line from point of connection through backflow prevention unit shall be Type 'K' brass or copper pipe or per local code requirments.

B. Pressure supply lines 2-1/2 inches in diameter and up to 6 inches in diameter downstream of backflow prevention unit shall be Class 315 PVC.

C. Pressure supply lines 2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC.

D. Non-pressure lines shall be Schedule 40 solvent weld PVC.

2.03 COPPER PIPE AND FITTINGS:

A. Copper pipe shall be Type 'K', hard tempered ASTM B 88 and fittings shall be wrought solder joint type in accordance with ANSI B16.22.

B. Joints shall be soldered with silver solder, conforming to ASTM B206.

2.04 BRASS PIPE AND FITTINGS:

A. Brass pipe shall be 85 percent red brass, ANSI, Schedule 40 screwed pipe.

B. Fittings shall be medium brass, screwed 125-pound class.

2.05 GALVANIZED STEEL PIPE AND FITTINGS:

A. All galvanized steel pipe shall be Schedule 40, threaded, coupled, and hot-dipped galvanized, and shall comply with the requirements of ASTM A 120-66 or ASTM A 53-67.

B. All fittings for galvanized steel pipe shall be 150-pound rated galvanized malleable iron, banded pattern.

C. Pipe sizes indicated on the drawings are nominal inside diameter, unless otherwise noted.

2.06 CONDUIT:

A. Conduit: Provide rigid non-metallic conduit conforming to UL Standard No. 651 for rigid non- metallic conduit, such as Schedule 40 PVC conduit, unless otherwise indicated.

2.07 PLASTIC PIPE AND FITTINGS:

A. All plastic pipe shall bear the following markings: manufacturer's name, nominal pipe size, schedule or class, type of material, pressure rating in psi, NSF seal of approval, and the date of extrusion.

B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound.

C. Rubber gasket PVC pipe, couplings, and fittings shall conform to ASTM D 1784 Type I, Grade I, 2,000-psi design stress. Couplings, rubber gaskets, and fittings shall be as approved by the pipe manufacturer.

D. Ring-type rubber gasket couplings shall permit a 5 degree deflection of the pipe at each coupling (2-1/2 degree each side) without exfiltration or infiltration, cracking or breaking.

E. All fittings shall be standard weight Schedule 40 and shall be injection molded of an improved PVC fitting compound. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated.

F. When connection is plastic to metal, male adapters shall be used. The male adapter shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be nonhardening sealing compound compatible with plastics. Compound must not lubricate the joint.

G. All threaded nipples shall be standard weight Schedule 80 with molded threads.

H. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy.

I. Solvent cementing shall be neat and demonstrate quality workmanship- Primer and Glue shall not be used in excess or applied in a way to affect the portions of the pipe that are not part of the actual connected joint. Any joints with excessive runs/drips, trails, or globing of Glue and or Primer shall be cut out in whole and replaced at cost by the Contractor until an acceptable professional product is completed and accepted by the Owners Representative.

2.08 BACKFLOW PREVENTION UNITS:

A. The backflow prevention unit shall be as indicated on the drawings.

2.09 BACKFLOW PREVENTION ENCLOSURE:

A. The backflow prevention device enclosure shall be as indicated on the drawings or approved substitute. Install one for each backflow device.

2.10 BOOSTER PUMP:

A. The Pump unit shall be as indicated on the drawings if required.

2.11 VALVES:

A. Gate and Ball Valves:

1. Ball valves 2 inches or smaller shall have screwed joints and brass bodies.

2. All gate valves larger than 3 inches in diameter shall have 2-inch-square operating units and have an arrow cast in the metal indicating the direction of opening. Valves shall have iron body and be bronze mounted.

3. All gate valves larger than 2 inches and up to 3 inches in diameter shall conform to (1) or (2) above.

4. All gate valves shall have a minimum working pressure of not less than 150 psi and shall conform to AWWA standards.

B. Quick Coupling Valves:

1. Body of valves shall be brass with a wall thickness guaranteed to withstand normal working pressure of 150 psi without leakage. Valves shall have 3/4-inch female threads opening at base, with two-piece body. Construct valves to be operated only with a coupler, designed for that purpose. Coupler is inserted into valve and a positive, watertight connection shall be made between coupler and valve. Hinge cover shall be brass with a yellow rubber-like vinyl cover bonded to it.

C. Remote Control Valves:

1. Valves shall be spring-loaded, self-cleaning, packless diaphragm activated, of a normally closed type.

2.12 VALVE BOXES:

A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils, color to be green unless otherwise specified by plans B. The valve box cover shall be secured with a hidden latch mechanism or bolts.

C. The cover and box shall be capable of sustaining a load of 1,500 pounds.

D. Valve box extensions shall be by the same manufacturer as the valve box.

E. Gate valve boxes shall be round plastic boxes with bolt-down covers marked "GV," heat branded in 2" high characters; AMETEK or approved equal.

F. Remote control valve boxes shall be rectangular plastic boxes with bolt-down covers marked "RCV"; and with the valve identification number heat branded in 2" high characters; AMETEK or approved equal.

G. Valve boxes shall be sized to fit all equipment with ample room for operation and any required maintenance tasks, Contractor to adjust as needed per field conditions and final assembly of components at no additional cost.

2.13 AUTOMATIC CONTROLLER:

A. Automatic controller and enclosure shall be as called for on the plans

2.14 ELECTRICAL:

A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installation.

B. All electrical work shall conform to local codes and ordinances.

2.15 WIRING:

A. Remote control wire shall be direct-burial AWG-UF type, sized according to manufacturer's specifications per the drawings, and in no case smaller than 14 gauge.

B. Connections shall be either Spears Dri Splice or 3M DBR/Y Direct burial type connectors per the details.

C. Common wires shall be white in color. (Where two or more controllers are used, the common wires shall be white with a different color stripe for each controller.) Control wires shall be black (where two or more controllers are used, the control wires shall be a different color for each controller.) These colors shall be noted on as-built plans located on controller door.

D. Two wire systems shall use the required specified wire and connectors per the manufacture.

2.16 SPRINKLERS:

A. Sprinklers shall be as called for on the plans.

2.17 FERTIGATION:

A. If called for on the plans shall be provided by Eco-Fert fertigation. Contractor shall coordinate installation and programming with Eco-Fert. Eco-Fert System Number EFSS-FP1. Coordinate Installation with Eco-Fert (949) 766-5800 and include all piping, conduits and electrical service for installation.

PART 3 - EXECUTION

3.01 GENERAL:

A. Water Supply:

1. Connections to or for the installation of the water supply shall be at the locations shown on the drawings. Any changes caused by actual site conditions shall be made at no additional cost to the Owner.

B. Electrical Service:

1. Contractor shall make and supply all electrical connections including conduit, wiring, and support breakers/switches to supply the irrigation controller, booster pump, and fertigation system in addition to any required ancillary equipment.

C. Layout:

1. Layout irrigation system prior to excavation and make minor adjustments required due to differences between site and diagrammatic drawings/plans. All equipment to be located within planter areas. It is the Contractors responsibility to notify the Landscape Architect of any items of concern prior to start of installation. Any changes in layout or design by the Contractor not disclosed and approved prior by the Landscape Architect are made at the Contractors sole liability.

D. Diagrammatic Intent:

1. The drawings are purposely diagrammatic, due to scale it is impossible to show all items in their actual location on the plan. The size and location of equipment and fixtures are drawn to scale where possible to show overall system makeup and design. Provide offsets in piping and changes in equipment locations as necessary to conform with structures, hardscape, and to avoid obstructions or conflicts with other work. Contractor shall not willfully install any equipment that would be out of place, cause issue/ interference with other work, or appear to be out of location per industry standards. All equipment shall be located in landscape areas with consistent offsets from hardscape unless specifically approved by the Owners Representative prior to installation for any non-conforming circumstances.

E. Modifications:

1. Contractor shall make modifications to the irrigation system to avoid blockage of sprinkler irrigation patterns, to prevent overspray and excessive runoff onto walkway and parking areas, and to provide full irrigation coverage to the planted areas. Such modifications also include adjusting locations and or adding heads as required to spray around trees, light poles, sign posts, other objects that obstruct spray pattern, and any other adjustments required due to field conditions unknow at the time of design. All cost's associated with Modifications are the Contractors sole responsibility as they shall be considered included as part of the bid.

F. Grades:

1. Before starting work, carefully check all grades to determine that the site is properly graded and work may safely proceed, keeping within the specified material depths with respect to finish grade.

G. Inspections:

1. Prior to all work of this section, carefully inspect the current work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Any installation prior to the completion of other trades that requires work to be adjusted or redone is the sole responsibility of the contractor.

2. Verify existing grades are correct and that proper coverage per the details and final equipment locations and heights are correct. Any work installed that is found to be incorrectly installed per the details that requires adjustment to equipment or pipe relocation is the sole responsibility of the Contractor.

3. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations.

H. Discrepancies:

1. In the event of discrepancy, notify the Owners Representative and the Landscape Architect prior to starting work.

2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved and approval of solution has been granted in writing.

3. Failure of the Contractor to accurately lay out or knowingly install the system in a way that creates design inadequacies without prior acknowledgement to the Owners Representative will be the direct responsibility of the Contractor to remedy without any additional costs or impact to the Owner.

I. Field Measurements:

1. Contractor shall be responsible to make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other trades, including the proper location of required sleeves, and support items that may involve other trades.

3.02 INSTALLATION STANDARDS:

A. The landscape irrigation system shall be installed in accordance with applicable requirements of the California Plumbing Code and California Electrical Code, and the requirements of the jurisdictional water company or utility district.

B. Manufactured materials and equipment shall be installed in accordance with the respective manufacturer's instructions for the location and conditions including any manufacture specific requirements such as specialized connectors and or hardware regardless of there specific inclusion in the plans or details.

3.03 TRENCHING:

A. Dig trenches and support pipe continuously on bottom of ditch. Lay pipe to an even grade and snake for contraction and expansion requirements. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade.

B. Contractor responsible for all trenching activities which shall be in accordance with current safety and OSHA requirements.

C. Provide minimum cover of 24 inches, maximum 30 inches on pressure supply lines 3 inches and larger.

D. Provide minimum cover of 18 inches, maximum 24 inches on pressure supply lines 2-1/2 inches and smaller.

E. Provide minimum cover of 4” for subsurface drip lines, or as recommended by the subsurface drip line manufacture.

F. Provide minimum cover of 18 inches, maximum 24 inches for control wires.

G. Provide minimum cover of 12 inches, maximum 16 inches for non-pressure lines.

H. Provide minimum cover of 24 inches, maximum 30 inches for all pipe sleeved under paving.

I. Provide minimum cover of 36 inches in infiltration areas (6” minimum backfill cover over pipe beneath gravel layer).

J. When two pipes are to be placed in the same trench, maintain a six-inch space between pipes as a minimum. No pipe shall be installed directly over or next to another.

K. For pressurized lines, snake as needed in the trench to allow for minor expansion and contraction depending on the type of pipe used. Follow manufactures recommendations.

L. Where it is necessary to excavate adjacent to existing trees, the Contractor shall avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. All roots 2 inches and larger in diameter shall be tunneled under and shall be heavily wrapped with wet burlap to prevent scarring or drying. Where trenching machine is run close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making a clean cut through the roots. Roots 1 inch and larger in diameter shall be painted with two coats of Tree Seal or approved equal. Trenches adjacent to trees shall be closed within 24 hours. Any damage to tree root structure and resulting decline will be the sole responsibility of the Contractor.

M.After trenches have been excavated, pipe shall be installed, tested, and inspected, and the trench shall be backfilled and compacted without undue delay.

3.04 PIPING:

A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphaltic concrete pavement.

B. Cutting or breaking of existing pavement is not permitted.

C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, and burrs and reaming; install pipe with all markings up for visual inspection and verification.

D. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings; store plastic pipe and fittings under cover until ready to install; transport plastic pipe on a vehicle with a bed long enough to allow the pipe to lay flat, avoid undue bending and any concentrated external load.

E. Remove all dented, crushed, scratched, and damaged pipe sections.

F. Contractor shall install concrete thrust blocking at all changes of direction and terminal points of pressure pipe per plans and for a pipe 3" and larger as a standard..

G. All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades.

H. Parallel lines shall not be installed directly over one another.

I. In solvent welding/ cementing, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods; allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling.

J. Solvent welding/cementing shall be neat and demonstrate quality workmanship- Primer and Glue shall not be used in excess or applied in a way to affect the portions of the pipe that are not part of the actual connected joint. Any joints with excessive runs/drips, trails, or globing of Glue and or Primer shall be cut out in whole and replaced at cost by the Contractor until an acceptable professional product is completed and accepted by the Owners Representative K. 360-degree applicators shall be used to apply primer and solvent on sizes - 2 inches and larger.

L. Center load all plastic pipe prior to pressure testing.

M.All threaded plastic-to-plastic connections shall be assembled using Teflon tape.

N. For plastic-to-metal connections, work the metal connections first. Use a nonhardening pipe dope on all threaded plastic-to-metal connections, except where noted otherwise.

O. Snake all piping to allow for expansion and contraction due to environmental conditions.

3.05 ASSEMBLIES:

A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practice.

B. Install backflow assemblies at locations approved in the field and at height required by local codes.

C. Valves shall be installed in Landscape areas whenever possible per Owners Representative standards.

D. Each valve box shall be installed on a foundation of gravel backfill; 3 cubic feet minimum. Place boxes on common bricks bedded in backfill per details. Valve boxes shall be installed with their tops ½” inch above the surface of surrounding finish grade in lawn areas and 2” inch above the surface of surrounding finish grade in shrub areas or per details.

E. Valve box risers or extensions shall be installed as needed per field conditions at no additional cost, they shall be by the same manufacture as the installed box.

F. Areas with evidence burying rodents on site or adjacent will require metal fabric or wire mesh installed under boxes prior to gravel and shall be placed at all other possible entry points to protect the equipment from damage. All cost associated with wire fabric installation shall be the responsibility of the contractor.

3.06 BACKFILLING:

A. Before pipeline trenches are backfilled, the irrigation system shall be pressure tested and the location of irrigation heads modified as required to obtain complete and uniform coverage of each plant's root ball. Refer to field quality control requirements specified herein.

B. Initial backfill on all lines shall be of fine granular material with no foreign matter larger than 2 inch in size. Reference section 217-1.1 of the “Greenbook” for further requirements of bedding material. All protruding rocks or other material capable of damaging pipe will shall be removed from trench walls or bottom prior to placement of pipes or conduits.

C. Compaction of backfill in landscaped areas shall be not less than that of surrounding ground as determined by ASTM D1557.

D. Backfill shall be tamped in 4-inch lifts under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades.

E. Flooding in lieu of tamping is not allowed without specific prior approval.

F. Under no circumstances shall truck wheels be used to compact soil.

G. Provide washed sand backfill a minimum of 6 inches over and under all piping under paved areas.

3.07 CONTROLLER:

A. The exact location of the controller shall be approved by the Owners Representative before installation. The electrical service shall be coordinated to this location by the Contractor.

B. Fertigation controller will be located next to fertigation unit per plan if included. Maintenance access shall be provided.

C. Pump starter shall be connected to controller pump starter relay switch.

D. The irrigation system shall be programmed to operate during the periods of minimal use of the design area, and for maximum efficiency.

E. Testing/Certifications Requirements:

1. All manufacturer requirements for certification and or warranty release of the system in addition to electrical code requirements are the Contractors responsibility to meet and supply proof in the form of documentation of inspection and compliance.

3.08 WIRING:

A. Wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines and shall be located below the supply lines wherever possible.

B. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of 10 feet.

C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection.

D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional turn, and one of 24 inches shall be provided at each remote-control valve.

E. A continuous run of wire shall be used between a controller and each remote-control valve. Under no circumstances shall splices be used without prior approval.

3.09 FLUSHING THE SYSTEM:

A. Prior to installation of sprinkler heads, the valves shall be opened and a full head of water used to flush out the lines and risers.

B. Sprinkler heads shall be installed after flushing the system has been completed.

3.10 SPRINKLERS HEADS:

A. Sprinkler heads shall be installed as designated on the drawings and per Owners Representative standards.

B. Spacing of heads shall not exceed maximum indicated on the drawings.

3.11 ADJUSTING THE SYSTEM:

A. Contractor shall adjust valves, align heads, and verify coverage and pressure levels of each system prior to coverage test.

B. If it is determined by the Owners Representative that additional adjustments, heads or nozzle changes/ additions will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to acceptance and any planting.

C. The entire system shall be operating automatically with permanent water and power properly before any planting operations commence.

3.12 PLANT ESTABLISHMENT:

A. Contractor to continually check and adjust the system for proper run times, coverage, and function throughout the Plant Establishment Period listed in planting specifications.

3.13 COMPLETION CLEANING:

A. Upon completion of the work, Contractor shall smooth all ground surfaces; remove excess materials, rubbish, debris, etc.; sweep adjacent streets, curbs, gutters, walkways, and trails; and remove construction equipment from the premises.

Contractor is responsible for removing and cleaning any tracking, tire marking, or other visible signs of damage to existing facilities.

LI-4
10598
100% PLANS

9.a
Packet Pg. 297
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) RO
RO
RO

ROBUS STOP

GENERATOR
CANOPY
SHED

LA CADENA DR

E STREET

LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORK

LIMIT OF WORK
LL
LL
LL
LL
LL
LL
LL
LL
PLANTING LEGEND:

SHRUBS / VINES
5 GAL LYNN'S LEGACY TEXAS SAGELOW
SIZE COMMON NAME BOTANICAL NAMEWUCOLS QTY.
8 Leucophyllum langmaniae
'Lynn's Legacy'
DETAIL
'A', SHT. 'X'
LL
5 GAL CREEPING ROSEMARYLOW4 Rosmarinus officinalis ‘Prostratus’'A', SHT. 'X' RO
5' x 5'
H' x W'
2' x 5'
NOTES:
·PLANT SYMBOL SIZE REPRESENTS PLANT AT MATURE SIZE, PLANT SPACING AS SHOWN ON PLAN. ·PLANT COUNTS ARE SHOWN FOR CONTRACTOR CONVENIENCE ONLY - CONTRACTOR SHALL VERIFY ORDER OF ACTUAL SYMBOL COUNT PER PLAN FROM THEIR OWN PERSONNEL'S TAKE-OFF OF.
·ALL PLANT MATERIAL 15 GALLON AND LARGER SHALL BE SPOTTED FOR FINAL LOCATION PRIOR TO EXCAVATION BY OWNERS REPRESENTATIVE.
·PLANTING ADJUSTMENTS/ REALIGNMENT DUE TO FINAL FIELD LOCATIONS OF UTILITIES SHALL BE INCLUDED AS PART OF CONTRACTOR BID.
·ALL TREES WITHIN 6' OF HARDSCAPE SHALL RECEIVE ROOT BARRIER PER DETAILS ·TREE STAKING PER THE INCLUDED DETAILS; AREAS OF HIGH WINDS OR TREE MATERIAL REQUIRING ADDITIONAL STAKING DUE TO DELIVERED SPECIES SIZE AND STRUCTURE SHALL BE INCLUDED IN THE CONTRACTOR'S BID. ·ALL PLANTER AREAS SHALL RECEIVE A 3" MINIMUM DEPTH LAYER OF 'FOREST FLOOR' OR APPROVED EQUAL, UNLESS

OTHERWISE NOTED
·PLANT WATER USE VALUES ARE PER WUCOLS IV PLANT LIST
·SOIL AMENDMENT/SOIL MANAGEMENT PLAN SHALL BE PER RECOMMENDATIONS PROVIDED WITHIN THE AGRONOMIC SOIL

TEST/ REPORT INCLUDED WITHIN THE PLANTING DETAILS
·CONTRACTOR SHALL COMPLETE PLANTING PIT INFILTRATION TESTS PRIOR TO TREE/SHRUB PLANTING WITH VERIFICATION FROM

LANDSCAPE ARCHITECT AND OR THE OWNER'S REPRESENTATIVE, ANY ADDITIONAL REQUIRED ROOT ZONE DRY WELLS, OR

BREATHER TUBES SHALL BE INCLUDED BASED UPON SOIL MANAGEMENT REPORT FINDINGS ·THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE

LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, WHERE DAMAGE IS A DIRECT RESULT OF LANDSCAPE CONSTRUCTION ACTIVITIES AND OR THEIR SUB-CONTRACTOR'S ACTIVITIES. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE.

DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\planting.dwg Jul 31, 2024 - 4:39pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX
LP-1

LANDSCAPE PLANTING PLAN
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24
010' 20'40' N

LYNN'S LEGACY TEXAS SAGECREEPING ROSEMARY
10598
100% PLANS

9.a
Packet Pg. 298
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\planting.dwg Jul 31, 2024 - 4:39pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX

PRELIMINARY LANDSCAPE PLAN
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24
ABCD
SCALE:

Shrub PlantingN.T.S.

ROOTBALL

DIAMETER
15243678
2x
2x
DEPTH

ROOTBALL
4"

1. SHRUB PER PLANTING PLAN

2. 3" DEPTH OF WOOD MULCH- KEEP 3" CLEAR FROM TRUNK

3. PLANT TABLETS PER PLANT TABLET DETAIL

4. FINISH GRADE

5. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO PLANTING GROUNDCOVER)

6. ROOTBALL: SET CROWN SLIGHTLY ABOVE FINISH GRADE

7. COMPACT BACKFILL MIX PER PLANTING DETAIL

8. NATIVE SOIL
DETAIL NOTES:

GENERAL NOTE: A MINIMUM 3-INCH LAYER OF MULCH SHALL

BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING

AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING

GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE

MULCH IS CONTRAINDICATED
SCALE:

Planting TabletsN/A
PLANTING TABLETS:

TIGHTLY COMPRESSED LONG-LASTING, 12 MONTH SLOW-RELEASE FERTILIZER TABLETS WEIGHING 7 GRAMS, AND HAVING AN ANALYSIS OF 12-8-8 DERIVED FROM THE SOURCES LISTED IN THE FOLLOWING GUARANTEED ANALYSIS:

TOTAL NITROGEN (N)..............................12.00%

3.5% SLOWLY AVAILABLE WATER SOLUBLE NITROGEN*

8.5% WATER SOLUBLE NITROGEN
AVAILABLE PHOSPHORIC ACID (P2O5)....8.00%
SOLUBLE POTASH (K2O).......................8.00%
SULPHUR (S).......................................3.50% IRON (FE)............................................2.00% MANGANESE (MN)...............................0.05%
ZINC (ZN)............................................0.05% PLANTING TABLETS QUANTITIES:
4" POTS.....................................................................................................1 TABS 1 GALLON..................................................................................................3 TABS 5 GALLON..................................................................................................8 TABS 15 GALLON..............................................................................................15 TABS 24" BOX..................................................................................................16 TABS LARGER SIZES: FOR EACH 1/2” CALIPER MEASURED 14” ABOVE SOIL LEVEL USE 4 TABLETS.

SCALE:

Soil Management PlanN/A

AFTER MASS GRADING, THE CONTRACTOR SHALL AT THEIR OWN EXPENSE COMPLY WITH THE FOLLOWING SOIL MANAGEMENT REPORT REQUIREMENTS:

A SOIL MANAGEMENT REPORT SHALL BE COMPLETED BY THE CONTRACTOR, AS FOLLOWS:

A. SUBMIT SOIL SAMPLES TO A LABORATORY FOR ANALYSIS AND RECOMMENDATIONS. ·SOIL SAMPLING SHALL BE CONDUCTED IN ACCORDANCE WITH LABORATORY PROTOCOL, INCLUDING PROTOCOLS REGARDING ADEQUATE SAMPLING DEPTH FOR THE INTENDED PLANTS.

B. THE SOIL ANALYSIS SHALL INCLUDE:
· SOIL TEXTURE
· INFILTRATION RATE DETERMINED BY LABORATORY TEST OR SOIL TEXTURE INFILTRATION RATE TABLE · PH
· TOTAL SOLUBLE SALTS
· SODIUM
· PERCENT ORGANIC MATTER
·AND RECOMMENDATIONS
C. IN AGGREGATED LANDSCAPE PROJECTS A SOIL SAMPLING RATE OF 1 IN 7 INDIVIDUAL LOTS OR APPROXIMATELY 15% OF THE TOTALNUMBER OF INDIVIDUAL LOTS WILL SATISFY THIS REQUIREMENT.

D. THE CONTRACTOR SHALL COMPLY WITH ONE OF THE FOLLOWING:
·IF SIGNIFICANT MASS GRADING IS NOT PLANNED, THE SOIL MANAGEMENT REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF THE LANDSCAPE DOCUMENTATION PACKAGE; OR ·IF SIGNIFICANT MASS GRADING IS PLANNED, THE SOIL MANAGEMENT REPORT SHALL BE SUBMITTED TO THE LOCAL AGENCY AS PART OF THE CERTIFICATE OF COMPLETION.

E. THE SOIL MANAGEMENT REPORT SHALL BE MADE AVAILABLE, IN A TIMELY MANNER, TO THE PROFESSIONALS

PREPARING THE LANDSCAPE DESIGN PLANS AND IRRIGATION DESIGN PLANS TO MAKE ANY NECESSARY ADJUSTMENTS TO THE DESIGN PLANS.

F. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYING IMPLEMENTATION OF SOIL MANAGEMENT

REPORT RECOMMENDATIONS TO THE LOCAL AGENCY WITH THE CERTIFICATE OF COMPLETION SCALE:

Mulch InstallationN.T.S.

NOTES:

1. PRIOR TO PURCHASE/PLACEMENT OF THE MULCH, THE CONTRACTOR SHALL SUBMIT A SAMPLE TO THE INSPECTOR FOR APPROVAL.

2. MULCH AROUND TREES AND SHRUBS AS PER PLANTING DETAILS AND BLEND IN TO EDGES AT GROUND COVER AREAS.

3. MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION.

4. NO MULCH SHALL BE PLACED OVER THE ROOTBALL OF A WOODY PLANT OR ALLOWED TO REMAIN THERE.

5. WHEN PLANTING GROUNDCOVER FROM FLATS, USE NO MORE THAN A 1" LAYER OF WOOD CHIPS.
1'
3"2"
4"
TYP.

COMPACTED

NATIVE SOIL

SHOVEL CUT
EDGE

FINISH SOIL GRADE

MULCH PER PLAN

HARDSCAPING
(CONCRETE HEADER,

CURB & GUTTER,
SIDEWALK, ETC.)
3"
LP-2
10598
100% PLANS

9.a
Packet Pg. 299
Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) DIAL
BEFORE

YOU DIG

TWO WORKING

DAYS BEFORE

YOU DIG

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
1-800-422-4133 TOLL FREE
W.O. FOR:

APPR.

VERT:

SCALE:

OF SHEETS
HORIZ:

SEAL

DATE MARK BY DATE

ENGINEERREVISIONSCITY
LANDSCAPE PLANSSHEET BENCHMARK:

ACCEPTED:DATE:

PLAN NO.#####

CITY OF COLTON
NAME:

CITY ENGINEER
EXPIRES:

PUBLIC WORKS DEPARTMENT
R.C.E:

PREPARED BY:

TKEWORK_ORDER
C:\Users\LUKEMO~1\AppData\Local\Temp\AcPublish_31032\planting.dwg Jul 31, 2024 - 4:39pm

CITY OF COLTON

POLICE DEPARTMENT

PARKING LOT EXPANSIONX

PRELIMINARY LANDSCAPE PLAN
B.M. No. W975 ELEVATION= 993.13'
AT COLTON AVENUE AND E STREET, 97 FEET
NORTHWEST, 63 FEET NORTH OF THE

CENTERLINE OF THE STREET, IN THE TOP

WEST CORNER OF A CONCRETE CATCH BASIN
ALONG ASPHALT STREET, 9.7 FEET

SOUTHEAST OF THE SOUTH CORNER OF A
HOUSE

LANDSCAPE ARCHITECTURE
7111 Indiana Avenue, Suite 300
Riverside, CA 92504
(951) 369-0700 www.cwdg.fun
Signature
Renewal Date
Date
12/31/24
07/31/24

PLANTING
PART 1 - GENERAL
Refer to standard contract documentation for items outside of technical installation scope.

1.01 SCOPE OF WORK
A. Work Included:

All labor and materials, tools, equipment, facilities, transportation,permits, and services necessary for and incidental to performing all operations in connection with furnishing, delivery, and installation of Landscaping, complete as shown on the drawings and/or specifications as part of the Contract documents. Work includes, but is not limited to the following:

1. Provide and verify fine grading in all areas to be planted with positive drainage towards inlets, drains, and collection points per the grading plans.

2. Soil testing and analysis with specific recommendations based on the projects planting palette.

3. Furnish and apply weed control to all planting areas after the completion and acceptance of the Irrigation System- the Contractor is responsible for supplying all needed irrigation including additional temporary overhead irrigation to facilitate germination of all areas regardless of final irrigation coverage.

4. Preparation of soil in all planting areas per the soil analysis report and recommendations.

5. Furnish and install all plant material including, trees, shrubs, vine, and ground-covers if called for as called for by plans and details.

6. Furnish and install any plant related drainage devices per the plans and details, including sumps, drainage pipes, and air vents.

7. Remove temporary nursery stakes and replace with establishment staking per the plans and details.

8. Furnish and install and mulches, including organic, aggregate, or decorative if called for per the plans and details.

9. Furnish and install all boulders, stones, and or outcroppings if called for per the plans and details.

10. Furnish and install any specified Sod or turf if called for per the plans and details.

11. Furnish and install any planter separation devices such as redwood headers, aluminum edging, and or mow curbs if called for per the plans and details.

12. Furnish and install and then place any stones or boulders as root protection/shading devices if called for per the plans and details for shrubs and trees.

13. Maintenance and care of all plants and landscape material until final acceptance and official notice of completion of specified establishment and
maintenance periods.

14. Guarantee of all installed material and workmanship for specified period.

B. Related Work:

Contractor to coordinate and be aware of other previously or simultaneously in process work affected by their own scope(Contacts, Plans, and As-Built's available from Owner):

1. Concrete and flat work including sidewalks, curb and gutter, V gutters

2. Asphalt Paving

3. Utilities

4. Civil/ grading

1.02 Substitutions:

A. Substitutions for any indicated plant material shall only be allowed per the following cases:

1. Contractor submitted substitution as an RFI during bidding process and it was accepted via BID Amendment per the contract documents.

2. Contractor can document the lack of availability of material per plan within a 75 mile radius of the project within 30 days of the Notice to Proceed

3. Contractor shall receive no relief based on failure to secure plant material within 30 days of the Notice to Proceed.

4. Any additional time required by the Landscape Architect for approvals of substitutions shall be charged to the Contractor at the posted hourly rates of the Firms staff at time of bidding, including site visits and mileage.

1.03 Verification of Plant Quantities:

A. Quantities given for plant materials are shown for general convenience only. The Contractor shall provide all plants shown by symbols and/or listed spacing if a hatch is used per the plans. Any discrepancies shall be brought via RFI during bidding or shall be the Contractors sole responsibility to correct to the Landscape Architects discretion.

1.04 Inspections:

A. Inspections will be require to observe and verify the work. The Contractor shall contact the Owners Representative at least 48 hours( 2 working days) in advance of any requested inspections. An inspection will be required at each of the progressing steps listed below:

1. Upon completion of fine grading, and prior to the commencement of soil preparation, for acceptance of fine grading and taking of soil samples.

2. Inspection of completed finish grading work per this section following soil amendment completion.

3. Percolation test of selected planting locations.

4. On site delivery of plant material.

5. When trees and shrubs are spotted/ staked for planting locations, prior to excavation of holes.

6. During the application of any pre-emergent herbicide.

7. When planting and all other specified work has been completed for the creation of a final punch list.

8. At the start of and end plant establishment.

9. At the end of the plant maintenance period, concurrent with final acceptance of the project by the owner, This acceptance will be
confirmed in writing by the Landscape Architect or Owners Representative.

1.05 Soil Test:

A. Agronomic soil analysis shall be required with interpretation and recommendations for amendments based on the plant palette's requirements (including texture, organic matter,estimated nitrogen,phosphorus, potassium, magnesium, calcium, soil ph, hydrogen, cation exchange, percent base saturation, soluble salts, excess lime rate, sodium, and boron at the acceptance of fine grading. Total amount of individual tests required shall be at a minimum 1 test per 25,000 square feet or per plan which ever is greater. Contractor to note on a plan and submit with the test the locations samples were taken from. Creating a single composite mix of all samples is not allowed. The recommendations shall be specific to the plants per plans and if multiple types of amendments are required they shall be listed per plant groupings or hydro-zones. The Contractor as the site expert having done a full review shall be aware of the current conditions and the standard requirements of the plants per plans. Any additional amendments or special soil mitigation shall be included in the contractors bid above the standards listed for estimating due to the contractors expertise and due diligence submitting a complete bid.

1.06 Submittals:

A. Contractor to submit date stamped photos documenting current appearance of each plant listed in the plant legend, any trees 24" or above shall have photos showing two orientations(front/side) Photos shall clearly document size and condition as well as note the nursery by name and location, height, spread, caliper for trees and date image was taken.

B. In addition to the photos the contractor shall list how many of each plant and or tree the nursery has available at the time of submission. It is the Contractors responsibility to procure all plant material within 10 working days of approval.

Any additional cost associated with contract grow, holding material, maintaining reserved stock shall be included in the Contractors Bid as the procurement and scheduling of installation was scheduled and planned for based on the Contractors Master schedule.

C. Contractor to submit written recommendations from a Certified Pest Control Advisor for all herbicides and pesticides to be used on site for approval by Landscape Architect and or Owners Representative.

D. Contractor to submit sample of all Mulch, aggregate groundcover, D.G. per plan in a minimum 1 gallon bag zip lock type bag for approval by Landscape Architect.

E. The following written certifications and or delivery tickets are required to be submitted within 10 working days of delivery to the Landscape Architect upon delivery of the respective materials to the job site:

1. Total Quantity of commercial fertilizer by type.

2. Total Quantity of soil amendments and conditioners by type.

3. Total Quantity of mulch or ground covering material such as aggregate, gravels, and cobble.

4. Any seed material including Hydro seed mix components if called for by the plans.

Failure to supply proof of delivery to the site of the required products shall cause a delay in scheduled billings be approved until the documentation is provided in full.

1.07 Quality Control:

A. The Contractor shall guarantee all plant material against all defects, fault of material, and workmanship/installation for the entire maintenance period, including full removal and replacement when directed by the Owners Representative. The Contractor shall replace all items within 7 working days of notice or be charged the contract amount for liquidated damages per each day beyond the 7 working days.

1.08 Tree and shrub guarantee:

A. The Contractor shall guarantee al plant material 15 gallon and larger in size for a period of one year from final acceptance of the project. Any material 15 gallon or larger found to be in decline or dead shall be replaced in kind per the plans at no cost to the owner, within two weeks of notice.

PART 2 - MATERIALS

2.01 Required Submittals
A. All plant materials, landscape materials up to but not limited to mulch, boulders, and stones must be submitted within 30 days of the Notice to Proceed
for Landscape Architect for review and approval. Contractor to allow for 5 working days for submittal review.

2.02 FERTILIZER, SOIL AMENDMENTS, AND CONDITIONERS
A. Fertilizers:

1. Fertilizer and amendments for soil conditioning and maintenance shall bear the manufacturer's guaranteed analysis and shall be as recommended in the required soils laboratory report.

2. Fertilizer tablets if called for shall be Gro-Power 7 gram 20-10-5, to be applied per Manufacturer's Specifications.

B. Soil Amendments

1. Myco tabs if called for shall be TRI-C 1.68 gram Myco Tabs(Mycorrhizal + NPK) to be applied per Manufacturer's Specifications.

2.Myco Paks if called for shall be TRI-C 4 gram Myco Paks to be applied per Manufacturer's Specifications.

C. Conditioners

1. Premium Humate if called for shall be TRI-C premium humate applied per manufacturer's specification for soil preparation via Roto-tilling.

2. Revival Plus if called for shall be TRI-C Myco Revival plus and installed in conjunction with TRI-C humate per manufacturer's specifications.

3. Organic amendments if called for shall be nitrolized redwood sawdust (.5% actual nitrogen), or Fir Bark 1% nitrogen). It shall be fine textured, having minimum 80% passing #8 screen and minimum 95% passing #4 mesh screen. Salinity shall be no higher than 3.5 milliohms per centimeter at 25 Centigrade as measured by saturation Pine shall not be used as an organic amendment.

2.03 Application Rates
Application rates when called for shall be at a minimum as listed below- Note: soil analysis may adjust listed rates and shall take precedence.

A. Fertilizer tablets

1. Apply 7 gram Gro-Power tablets at the following rates per plant by size when called for:
1 gal. shrub - 2 tablets 24" box tree - 14 tablets 5 gal. shrub - 6 tablets 36" box tree - 18 tablets 15 gal. & 24” box shrubs - 12 tablets 60" box tree - 32 tablets Apply one 7 gram Gro-Power tablet per rooted ground cover cutting. Refer to Manufacturer's Specification for installation procedure

2. Myco tabs shall be used at the following rates per plant by size when called for:
1 gal - 2 tabs 48” box - 34 tabs 5 gal - 8 tabs 60” box - 40 tabs 15 gal - 16 tabs 72” box - 46 tabs 24” box - 22 tabs 84” box - 52 tabs 36” box - 28 tabs 96” box - 60 tabs

3. Myco Pak shall be used at the following rates per plant by size when called for:
1 gal - 1 pak 24” box - 12 paks 5 gal - 3 paks 36” box - 18 paks 15 gal - 8 paks 48” box - 22 paks

4. Premium humate shall be incorporated at 50lbs. per 100 square feet if called for per the plans.

5. Myco Revival Plus shall be topically applied per manufacture and watered in accordance with the manufacturer's instructions if called for per the plans.

2.04 Inorganic Conditioner
A.Inorganic conditioners shall be agricultural grade gypsum, soil sulfur and iron sulphate. Iron sulphate shall be ferric sulphate or ferrous sulphate in
pelleted or granular form containing not less than 18.5% iron, expressed as metallic iron, and shall be registered as an agricultural mineral with the State
Department of Agriculture in compliance with Article 2 "Fertilizing Materials", Section 1030 of the Agriculture Code

2.05 Plants
A. All plants shall be true to name, and one of each bundle or lot shall be tagged with the name and size of plants in accordance with the standards of practice recommended by American Standard for Nursery Stock ANSI Z60.1-2014. The root condition of plants furnished in containers shall be determined by removal of earth from the roots of not less than two plants nor more than 2% of the total number of plants of each species or variety except when container-grown plants are from several different sources: in which case, the roots of not less than two plants of each species or variety from each source shall be checked by the Owners Representative / Landscape Architect at his option.

The selection of plants to be checked will be made by the Owners Representative / Landscape Architect. All plants rendered unsuitable for planting shall be considered as samples, and replacements shall be provided at no additional cost. In case the sample plants are found to be defective, the entire lot or lots of plants represented by the defective samples will be rejected.

B. All trees and shrubs supplied by Contractor shall be of the specified standard height and diameter set by the American Standard for Nursery Stock. The height of the trees shall be measured from the root crown to the last division of the terminal leader and the diameter shall be measured six (6) inches above the crown roots. The trees shall stand erect without support.

C. No plants or trees shall be accepted with compromised root systems, including girdling, root bound, and or recently up planted from smaller container stock.

D. Container stock shall have grown in the container for at least 6 months, but not over two years.

E. Do not prune any plants prior to delivery without specific prior approval.

F. Material that has been trimmed, damaged, or does not meet the standard approved via photographs will be rejected.

G. All cost associated with returning and replacing rejected material shall be the Contractors sole responsibility.

H. Substitutions shall not be permitted unless the contractor can prove in writing that no specimens can be located within 75 miles of the project. A minimum of 5 notices from suppliers stating the plant is not available are a required.

I. At all times plants shall come from Nursery stock grown in similar conditions and climate zones as associated with the project.

2.06 Backfill Material
A. Topsoil shall be free from noxious weed seed and shall be of a loam characteristic, fertile and friable.

B. Wood shavings shall be leached nitrogen fortified and shall be free of foreign matter.

C. Native plantings shall use native soil only for backfill.

D. Soil used for backfill of planting pits for bidding purposes shall be enriched using the following blend per cubic yard (Agronomic soil test recommendations shall
take precedence where these minimum amounts are exceeded):
60% site soil or approved import
40% wood shavings
17 lbs. soil condition/fertilizer (Gro-Power Plus)
1 lb. iron sulphate
E. All soil backfill shall be bulk mixed, not individually mixed at each plant pit.

2.07 Tree Stakes and Ties
A. Tree stakes shall be 3" dia. x 10-foot-long straight-grained copper naphthenate treated lodgepole pine unless called for differently per the plans. Stakes shall be free from knots, checks, splits, or disfigurement.

B. Tree ties shall be "Cinch-Tie Tree Support” supplied by V.I.T. Co., Escondido, California, (760) 480-6702. For 5- 15-gallon trees, Model CT24; for 24”- 36" box trees, Model CT32. Total amount of ties per tree shall be as called for by the Details.

C. Multi-stem trees and 48” box trees and larger shall require above goruns and underground tree guying/earth anchors system that include strapping of the root ball and soil anchors. Duckbill Root Ball anchor sized per manufactures recommendations for tree or approved substitution shall be required.

PART 3 - EXECUTION

3.01 Landscape Grading
A. The Contractor shall complete Fine grading as required by adding soil, removing surplus soil, removing rocks and debris over 1 inch in diameter within the top 2" of soil in flat and slope areas, and removing rocks over 2" in diameter within the top 6" of soil in areas with slopes less than 3:1. Bring all areas to be landscaped to fine grade. All areas shall slope to drain. Flow lines shall be established to drain inlets, existing road curbs, sidewalks, and or other drainage conveyance structures as shown on the grading plans. Contractor shall notify Owners Representative/ Landscape Architect of any areas that appear to have drainage issues prior to soil preparation for complete mitigation and or correction.

B. The Contractor shall key/cut and remove all soil for mulch, ground cover, turf interfaces with hardscape per the details.

3.02 Weed Control Measures
A. Upon completion and acceptance of all fine grading work and prior to soil preparation, the Contractor shall perform weed control (Grow/Kill) measures as follows:

1. Irrigate all areas designated to be planted for a minimum of 10 minutes per setting, two settings per day for 14 days continuously to germinate existing seed bank.
a.In instances of point source or drip irrigation it is the Contractors responsibility to completely irrigate all planting areas which may require additional or supplemental irrigation above the designed system per plans. This may include adding above ground temporary irrigation, watering from water trucks/tanks, and or hand watering and shall be included in the Contractors bid.

2. Apply a contact non selective herbicide per the written recommendations of a Certified Pest Control Advisor specific to the site- allow 7 days or sufficient time to pass to allow a complete kill of all weeds germinated.

3. Remove all weeds present including any viable root systems and above ground vegetation, this includes all weeds within the limit of work- not only planting areas.

4. Repeat step one for only 7 days and then follow steps 2-3 as above until weed cover is less than 1%.

5. Contractor shall call for inspection and verification of the completion of the Grow Kill Period prior to planting.

6. Contractor to indicate on master schedule total grow kill period as part of submittals.

7. If the Contractor wants to phase the grow kill operation, the Contractor will be responsible for providing plans documenting treatments including start and stop dates, in addition to reporting and requesting inspections for verification.

8. Any failure by the Contractor to continually irrigate or miss herbicide or clean up windows as listed above would require the process starting over from step one.

9. Contractor is responsible for the purchase and erection of all signs and barriers required to prevent intrusion into treated areas in addition to all required forms of public notice as required by local governing boards and or manufacture requirements for the safe and responsible use of products.

10.No material or method applied shall affect the success or ability of hydroseeded or planted material to germinate/thrive.

3.03 Soil Preparation
A. All fine grading, mounding, contouring, and all weed control measures shall be documented, completed, and approved prior to any soil preparation by the owners representative.

B. The Soil Management report shall take precedence if included in the plans and shall be followed for a soil preparation tasks.

C. This work shall not commence until the agronomic soils tests have been completed. Should 30 calendar days elapse between completion of soil preparation and commencement of planting, all areas shall be prepared again.

D. In planting areas with gradients less than 3:1, a layer of soil amendments shall be spread and roto-tilled into the soil to a minimum depth of 6 inches, or as required by the soils report, so that the soils shall be loose, friable, and free from all rocks, sticks, and other objects undesirable to planting. For areas greater than 3:1 slopes soil preparation shall be per plant site.

E. The following soil amendments shall be used for estimating purposes and added per 1,000 square feet to all planting areas with gradients less than 3:1 (agronomic soil test recommendations shall take precedence where these minimum amounts are exceeded). Contractor shall be responsible for any additional cost due to Soil report recommendations increasing amendments and or mitigation and shall have inspected and understood the current soil conditions at time of Bid.( Note- the following is for typical ornamental landscape planting- they shall not apply to native plantings, or special specie requirements which shall be specific to the details).

1. 3 cubic yards organic amendment

2. 200 pounds soil conditioner/fertilizer (Gro-Power Plus)

3. 25 pounds gypsum
All landscape areas shall be re-fine graded to "dress out", maintain, and/or reestablish grades and flow lines as approved prior to amending the soil. Fine grades will be inspected upon completion. Contractor shall not proceed with planting work until fine grades have been inspected and accepted by the Landscape Architect.

F. Moisture Content - The soils shall not be worked when the moisture content is so great that excessive compaction will occur; and not when it is so dry that dust will form in the air or that clods will not break easy. Water shall be applied, as necessary, to provide ideal moisture content for tilling, planting, and required dust control.

G. If leaching of the amended soil is required by the Soils test recommendations, a second series of soils test shall be taken to verify the success of leaching and completion of the soil mitigation. The additional testing shall be the sole responsibility of the Contractor including any further testing and required amendments and mitigation if the results indicate the first attempt at leaching was inadequate.

H. Note: Special soil preparation areas such as drainage basins, sumps, or areas with different agronomic requirements shall be per plan and or notes/details.

3.04 Finish Grading
A. After completion of all soil preparation work the Contractor shall finish grade all planting areas filling as needed or removing surplus dirt, removing rocks and debris over 1 inch in diameter, and floating to a smooth uniform grade. All areas shall slope to drain. Flow lines shall be established to inlets, road curbs and/or a sidewalk as shown on the plans and as required for positive drainage.

3.05 Planting
A. Prior to planting the Contractor shall dig test planting holes for percolation tests. Per direction of the Landscape Architect, locations shall be selected to address all soil types and situations on site, such as examples for slope, exposure, soil type,etc. Holes will be dug to the depth per planting details and filled to 25% capacity with Test start time will be documented and checked every half hour until fully infiltrated to ensure proper drainage. Any areas found to not infiltrate per the recommended time frame for the selected material will require additional drains and specialized planting techniques per the details for Trees and Shrubs in Wet Soils, which require deeper pits, additional gravel sumps, and drain pipes. The Contractor shall include the cost of these additional items per the site conditions at the time of bidding and if not installed shall refund a credit to the owner.

B. Trees and Shrubs: Plant holes shall be dug to size as indicated in the drawings. Before trees and shrubs are set in the holes, all holes shall be pre-watered as follows: All planting holes shall be filled to the brim with water and allowed to drain before any planting is done. If any holes fail to drain then they will be added to the holes for wet soils treatment as stated in item “A” above and receive additional items per the details to mitigate the slow draining soil.

C. Soil surrounding planting pit shall be in a friable condition and moist to a depth of 8".

D. Backfill using specified soil mix per the details to within 8" of finish grade. At this depth, place the fertilizer tablets or Mycro packs/ tabs per details. Complete backfilling to finish grade.

E. Plants and Trees shall be planted at such a depth that the crown roots bear the same relative position to finish grade as they did to the soils where they were grown. At no time shall the soil level be raised around the crown. If the soil level per grower's container is higher than base of the trunk flare the Contractor shall remove excess soil per ISA standards and BMP's. Backfill after planting shall be compacted carefully into place without injuring the roots of the tree or breaking up the ball of earth surrounding the roots.

F. Contractor shall create and mound soil as required for water basins per the details including adding slope guards, stones for root cover/ soil moisture protection on southwestern exposures, trunk protection, and additional straw wattles when required by the plans and details.

G. All excess soil spoils and excavated debris shall be removed from the site by the Contractor.

3.06 Ground Cover and Vine Planting
A. Soil preparation and fine grading shall be completed prior to ground cover planting.

B. Add Soil Amendments and conditioners to ground cover areas per Section 3.03, part D of the above planting specifications.

C. All rooted ground cover and bare dirt areas are to be treated with a pre-emergent chemical (subject to approval by the Landscape Architect prior to application as recommended by a CPA). Chemicals are to be applied by a DPR Qualified or Certified applicator. This treatment shall be applied at the following times during the contract: a) before planting, b) at beginning of plant establishment period, and c) at the end of plant establishment period. The Owners Representative / Landscape Architect shall be given a minimum of 48 hours (2 working days) notice prior to each application. No chemicals shall be applied other than in the presence of the inspector.

D. Ground cover shall be planted below all shrubs and trees to within 12" of the shrub main stem unless otherwise noted on the plans.

E. Ground cover and vines shall be planted in moist soil and spaced as indicated on the plans.

F. Each plant shall be planted with its proportionate amount of flat soil to minimize root disturbance. Soil moisture shall be such that the soil does not crumble when removing plants.

G. Following planting, ground cover and vine areas shall be re-finished graded to restore smooth finish grade and to ensure proper surface drainage. All excess soil spoils and excavated debris shall be removed from the site by the Contractor.

H. A 3-inch layer of mulch per plans shall be spread over the planted areas . Watering shall begin immediately following mulching and shall wet all mulch thoroughly.

I. When necessary to prevent plant damage from pedestrian traffic during the initial growing stage, the Contractor shall erect temporary protective fencing to be removed at the end of the plant establishment period and shall include the Contractors Bid.

J. Vines shall be tied to walls, fences, etc., in the manner prescribed on the plans and details. At a minimum the contractor shall provide attached fasteners and guying for vines requiring support. Temporary staking shall be removed at the beginning of the plant establishment period.

3.07 Tree Staking
A. Stake trees as per planting details. No metal wire shall circle any part of any tree.

B. All nursery stake shall be removed at the time of planting.

C. Contractor to adjust staking as needed for locations in high wind areas, including adding more restraints and stakes per the plans and current ISA guidelines at no additional cost.

3.08 Mulching
A. Contractor to apply a 3" minimum mulch layer to all planting areas unless specified as other ground cover treatment by the plans.

B. Contractor to keep mulch from plant trunks as follows:

1. Shrubs shall have 3" of clearance from trunks/main stems to mulch

2. Trees shall have 6" of clearance from crown/ base of the flare to mulch C. Contractor to over head water entire mulched area to help settle and lock material together and start the process of nutrients moving into the below soil.

3.09 Watering
A. It shall be the Contractor's responsibility to maintain a balanced watering program to ensure proper growth until final acceptance of the work.

B. Immediately after planting, apply water to each tree, shrub or vine. Apply water using a gentle spray pattern via a water wand in the planting hole until the material bout the roots is completely saturated from the bottom of the hole to the top of the ground.

C. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, well below the root system of plants - per the requirements of all plant species.

D. Contractor shall be responsible for monitoring all planting areas and adjusting irrigation as needed for severe weather conditions such as high wind or high heat waves including working weekends and holidays as part of their Bid based on project timelines and schedules per seasonal requirements.

E. For turf or hydroseed installation using Eco Mat or other subsurface irrigation system the contractor will be responsible for any head adjustments or hand watering required to germinate the seeds against any hardscape buffer areas (typically 24”) at no additional cost.

F. Irrigation:

1. Contractor shall properly and completely maintain the irrigation system. Contractor to program controller per watering schedule on irrigation plans and adjust in the field as necessary. Overhead irrigation areas to have a maximum run time of 15 minutes per cycle with additional cycles as needed. At no time will run off or erosion be allowed.

3.10 Plant Protection
A. The Contractor is responsible for all aspects of protection of the installed landscape from loss or damage through the Plant Establishment and Maintenance periods until the owner takes final acceptance via written notice. This shall include any additional materials or protection methodologies such as but not limited to above/below ground wire cages, shields, trunk covers,shading, herbivore protection via product use or trapping and or removal, application of deterrents, and Pest and insect control.

3.11 Pruning
A. All shrubs and trees shall be pinch pruned as necessary to encourage new growth and to eliminate rank sucker growth. Old flowers, and dead foliage and damaged limbs shall be removed. No major pruning shall be done without the approval of the Landscape Architect. Any damage to shrubs and trees that drastically changes structure and or appearance shall require the Contractor to replace in kind with an approved replacement at no additional cost per the direction of the Landscape Architect.

3.12 Maintenance
A. All areas landscaped by Contractor under this contract shall be maintained by said Contractor for a minimum plant establishment period of not less than ninety (90) days from the date of written acceptance of initial installation and substantial completion per the requirements of the plans, specifications, and contract documents.

3.13 START OF PLANT ESTABLISHMENT
A. Criteria for start of plant establishment period:

1. The plant establishment period shall not start until all elements of the project that impact the landscape are completed in accordance with the contract documents. Projects will not be segmented into phases or have portions be separated for multiple Plant Establishment programs.

2. Permanent Water and Power for the irrigation system shall be established.

3. Fully automatic irrigation including coverage tests, acceptance of installation and as-builts/controller charts must have all been provided and approved by the Landscape Architect or Owners Representative.

4. Written acceptance of the Owners Representative must be obtained prior to the start of the plant establishment period.

5. If project maintenance fails to continuously meet standards required, the plant establishment period "day count" will be suspended and will not recommence until Contractor has corrected all deficiencies.

6. The 90-day establishment period is the minimum continuous required and will be extended as needed at no additional cost to remedy issues with failure to service/meet the requirements and bring the project back into compliance.

3.14 Landscape Maintenance
A. Contractor shall supply and supervise labor, materials, equipment and transportation as required to maintain the landscape in a thriving condition as it establishes and takes root, as specified herein.

1. Care of all lawn and ground cover areas if present, including watering, cutting, edging, trimming, fertilizing and pest control within all ground cover areas as directed herein.

2. Care of all shrubs, trees, and planting areas, including watering, cultivation, pruning, fertilization, debris removal, and pest control including but not limited to:
a. All cultivation and soil aeration as necessary to maintain optimum conditions for plant growth. b. Fertilization of all plant material on a regular schedule, including soil testing as necessary to determine requirements and application methods with reference to the project soil analysis. c. All pruning, re-staking, tightening or adjustment of guy wires or straps and trimming of plant material that is required in landscape areas to promote growth and proper structure. d. Control and/or prevention of diseases, insect and or rodent infestation using methods and techniques approved by State Licensing Agency.

3. Supplemental watering of plant material on a regular basis through use of automatic irrigation systems and/or hand watering as needed, while consistently monitoring and adjusting water needs to maintain optimum conditions for plant growth per each species/hydrozones requirements.

4. Maintenance of irrigation systems, including adjustment of heads and valves and regular controller program updating, cleaning of filters, and fertilizer injection systems if included per plans.

5. General maintenance of the site and associated amenities including removal of litter and debris, cleaning of site features, graffiti removal, and reapplication of any anti-graffiti coatings as required.

6. Replacement of plantings, or other materials, that, in the Owner's Representatives opinion, require replacement due to failure, decline or the Contractor's neglect in care or maintenance at no cost to owner.

7. Protection of Property and Landscape During Inclement Weather: During periods of inclement weather, Contractor shall provide supervisory inspections of the project during regular hours to prevent of minimize possible damage from storms or weather events. Contractor shall report any storm damage to Owner's Representative.

8. Protection of Existing Facilities and Structures: Contractor shall exercise due care in protecting from damage all existing facilities, structures, and utilities both above and below grade from maintenance activities- any damage from equipment or personnel shall be repaired or replaced immediately to the original condition of a new installation.

9. Project Inspection: Contractor will meet with Owners Representative per approved schedule to verify compliance with specifications.

Following each meeting, Contractor will submit written reports noting problems cited during inspections and any actions taken.

10. Work Schedule: A monthly schedule shall be prepared and submitted to the Owner prior to the beginning of each month. Schedules shall indicate times, days of the week and type of work to be performed including man power for approval.

B. Maintenance Tasks

1. Ground cover areas shall be mowed or maintained as needed weekly, on the same day every week.

2. All turf grass borders and ground covers shall be neatly and uniformly edged or trimmed concurrent with every mowing with bladed tools- no string trimmers will be allowed for edging.

3. A regular program of approved chemical application shall be used to control weed growth, supplemented by hand removal or noxious weeds or grasses as necessary.

4. All areas shall be fertilized in accordance with soils report.

5. The contractor shall police the entire project area including all paved areas, planters, lawn areas, sidewalks (including common area sidewalks) and trash enclosures and collect fallen leaves, branches and limbs regardless of length or diameter, dead vegetation, paper, trash, cigarette butts, garbage, rocks, and any and all other debris to prevent unsightly and inordinate accumulations during normal maintenance working hours. Sidewalks shall be swept or washed as necessary to keep free of trash and graffiti. Collected items shall be promptly removed and taken to a legal disposal site.

6. Removal and legal disposal of animal carcasses are considered a normal maintenance task for the duration of the maintenance period. Dead carcasses shall be legally removed immediately when discovered by the contractor.

7. The contractor is responsible for daily visual inspection of slopes and immediately reporting areas experiencing erosion to the landscape architect and/or owner's representative on the same day noticed. If the contractor fails to notify the landscape architect and/or owner's representative of areas experiencing erosion on the same day noticed, then the contractor assumes full responsibility for any erosion control measures and/or repairs as directed by the landscape architect and/or owner's representative at no additional cost to the owner.

8. Contractor to replenish mulch levels as required to match installation levels with the same type as listed in the documents.

9. Maintain weed levels to less than 5% of total area with a final goal of less than 3% at completion of the establishment period.

C. Field Quality Control

1. Perform Site Observations: For the purpose of establishing the 90-day Maintenance Period and observing completion of the work of this Section through final
acceptance. A minimum of (6) six separate field visits, occurring chronologically as follows:
a. Observation for Maintenance at Commencement
b. 15-day Progress Maintenance Observation
c. 30-day Progress Maintenance Observation
d. 60-day Coordinate Site Meeting with Client's Site Maintenance Staff e. 60-day Progress Maintenance Observation
f. 90-day Observation for Final Acceptance

3. Observation for Plant Establishment Period Commencement: Request observation and acceptance by Owner's Representative after all plant material is installed and after all irrigation work and other work of this Section is completed. Plant Establishment Period shall begin upon acceptance of final planting and review by the Owner's Representative. The Period shall continue for a minimum of 90-calendar days until Final Acceptance.

4. At any time, deficiencies are found such as under performing plants or a lack of maintenance the , Owner's Representative will notify the Contractor immediately that the 90-day period has been suspended until such time as the deficiencies are fully corrected.

5. The Contractor has 3 days to respond to any notices of deficiencies and make appropriate corrections including plant replacements.

6. Final Maintenance Observation: Notify the Owner's Representative at least 7 days before the expiration of the Plant Establishment Period for Final Maintenance Observation. Prior to this observation, all items determined to be deficient during the Progress Maintenance Observations shall be completed and signed-off by the Owner's Representative.

D. Final acceptance will require written documentation by the Landscape Architect verifying the completion of the Maintenance after inspection and agreement all requirements per the plans and specifications have been met in full.

LP-3
10598
100% PLANS

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Attachment: PD Parking Lot Expansion Plan - FINAL (4746 : Contract Award - Roadway Engineering & Construction) 1 6 0 S o u t h 1 0 t h S t r e e t
C o l t o n , C A 9 2 3 2 4

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Attachment: TKE Work Proposal - Colton Police Parking Lot Expansion - reduced (4746 : Contract Award - Roadway Engineering & Page | 1

COVER LETTER
Page
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1 C
OVER
L
ETTER
Cover Letter

Section 1 | Statement of Qualifications

Section 2 | List of References

Section 3 | Proposed Work Plan

Section 4 | Proof of Insurance

I. Cost Proposal Submitted in Separate File

Prepared for:

City of Colton
Atn: Mr. Jim McGivern, Project Manager
160 South 10th Street
Colton, CA 92324
Phone: (909) 370-6108
Email: [email protected]

Prepared by:

TKE Engineering, Inc.
2305 Chicago Avenue
Riverside, CA 92507
Contact: Terry Renner, Senior Vice President
Phone: (951) 680-0440
Email: [email protected]

TABLE OF CONTENTS

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Attachment: TKE Work Proposal - Colton Police Parking Lot Expansion - reduced (4746 : Contract Award - Roadway Engineering &

Page | 1

COVER LETTER
July 13, 2023

Mr. Jim McGivern
City of Colton
160 South 10th Street
Colton, CA 92324

Subject: Engineering Services Proposal for City of Colton Police Parking Lot Expansion

Dear Mr. McGivern,
Thank you for the opportunity to present this material outlining TKE Engineering, Inc.’s qualifications to provide engineering services to the City of Colton (City) for its Police Station Parking Lot Expansion Project. Enclosed herein is our proposal. TKE is a full service, multi-disciplinary consulting firm highly qualified to perform the services required and we are enthusiastic about the opportunity to assist the City.

Why should the City choose TKE to provide engineering design services? Please consider the following:

1. Our Team – The City will benefit greatly by continuing the vision, leadership, and dedication to community exhibited by TKE’s project team. Our experience in the region, numerous accomplishments and management skills will help maintain continuity in the delivery of the services. In particular, Terry Renner, TKE’s client representative and primary contact, is a registered civil engineer and licensed land surveyor in the State of California and has a vast amount of similar experience. Mr. Renner’s experience extends from project planning to design and bidding through construction. His excellent project management skills will provide a great benefit to the City. In particular, his experience with “cutting edge” creative en gineering techniques focus on cost control, and ensuring that projects provide the maximum value for the public’s investment. Some of Mr. Renner’s key strengths are communications, organization, and issue resolution. Mr. Renner’s effective communication skills ensure that all stakeholders are constantly advised of project progress. His proactive organizational program effectively manages his schedule, documents action items with required follow -up and continuous schedule reviews will anticipate needs for future action items. Lastly, Mr. Renner’s ‘can do’ approach to all project issues always results in resolution. His perseverance and vast knowledge and experience of issues will resolve challenges while protecting City interests.

Supporting Mr. Renner will be TKE’s key personnel, including Octavio Parada, Brian Wolfe, P.E., and Ron Musser, P.L.S. TKE will utilize Knapp and Associates , JCA Electrical, and Community Works Design Group for structural, electrical, and landscape and irr igation. Subconsultants to provide the services described in the RFP. TKE’s team includes the principals of the firm. As such, they will remain in -place throughout the term of the request for qualifications. After reviewing our proposal, we are sure you will be pleased with the amount of specialized experience our team brings to the City.

2. Our Experience and Qualifications – TKE is a firm capable of managing and delivering the parking lot design services presented in the RFP. We specialize in project management, desig n and construction administration of public works and parking lot projects.

TKE’s broad range of successful services includes turnkey programs, project management, and delivery for a diverse array of parking lot projects. A list of projects that TKE has successfully completed is presented in our proposal. The City will benefit from our broad range of experience through our intimate understanding of the common pitfalls for each project variation, and our past history of successfully overcoming these challenges. TKE’s extensive parking lot experience is identified in the proposal and will also greatly benefit the City.

3. Our Commitment – TKE is committed to providing high quality, efficient services to meet all of the City’s needs. Terry Renner will meet with staff regularly to discuss requirements and scheduling needs. In addition, he will be in contact with others as required to keep p rojects proceeding efficiently, on schedule and within allocated

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Page | 2

COVER LETTER
budgets. It is this personal touch and contact that define our ‘local service’ approach. We consider ourselves community builders and take ownership of projects assigned to TKE, ensuring that our personnel will be allocated on an as needed basis in order to complete all projects on schedule and within budget.

Our broad array of services and team provide the City a trusted consultant to turn to in any challenge, no mater how simple or comple x. We pride ourselves in the management and comple�on of special, atypical projects and thrive on challenging budgets and deadlines. It is this commitment to service and diverse array of offerings that makes us unique and drives our long-standing rela�onships with our client base, and it is these quali�es that make us ‘the right fit’ for the City. Understanding that all aspects of the project are important, our team brings TKE management level professionals to the project ensuring that every aspect receives full considera�on.

TKE’s local service approach means the City of Colton will be an important client. As such, all of TKE’s resources will be commited to the City’s needs as they arise. We encourage the City to verify our performance with our professional references.

4. Our Value – TKE’s management team and staff are fundamentally committed to creating value in each task that we perform. As such, we have created a professional culture wherein each member of our staff constantly strives for increased efficiency, ultimately allowing us to provide highly professional services at competitive rates.

This culture of constant value creation and increased efficiencies ensures that the services contracted to, and provided by TKE, will always mean good stewardship of resources.

5. Validity – TKE’s proposal shall remain valid for ninety (90) days from the date of submittal.

6. Consent – TKE consents to the execution of Exhibit B, (the Agreement) upon selection of our firm for design services specified in the Request for Proposal.

TKE has read and understands the RFP in its entirety, including, without limitation, the scope and nature of the work, as well as the associated attachments and addenda. If you have any questions, please call Terry R enner, who is legally authorized to sign contracts on behalf of TKE Engineering, Inc., at (951)680 -0440 or e -mail at [email protected]. TKE’s California Business L icense Number is 00109901. TKE office is located at 2305 Chicago Avenue, Riverside, CA, 92507 – approximately 15 minutes from the proposed project site. Thank you for your consideration.

Sincerely,

Terry Renner, P.E., L.S., Q.S.D.

Senior Vice President

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS
SECTION 1 | STATEMENT OF

QUALIFICATIONS
A. COMPANY PROFILE
TKE Engineering, Inc. (TKE), a California Corpora�on, was established in June 2000. In the past 23 years, TKE has developed into one of Southern California’s premier full- service consul�ng engineering firms. TKE was
established with the goal of providing turnkey services for municipal projects in order to benefit our
c o m m u n i t y . A s a r e s u l t o f t h e f o c u s o f a fi r m o n t h i s mission, TKE has earned a reputa�on for thoroughness,
rapid turnaround, cost efficiency and, overall quality of work. We are a highly mo�vated, dynamic firm with the
goal of being the City of Colton’ preferred consultant.

Parking Lot Experience
TKE provides turnkey parking lot design services to
numerous municipali�es throughout San Bernardino,
Riverside, Los Angeles, and Orange Coun�es. The
municipal services provided by our firm include
Pavement Analysis Design, Traffic Engineering, ADA and
Pedestrian Improvements, WQMP, Ligh�ng and
Security, Agency Coordina�on, Surveying, U�lity
Company Coordina�on and Management . Our wide
range of services provides our team with an in�mate
knowledge and experience of the common pi�alls for
each parking lot project varia�on and our past history of successfully overcoming these challenges.

TKE’s main office is located in a business -owned 7,000
square-foot office building at 2305 Chicago Avenue in
Riverside, located approximately 15 minutes from the
City of Colton (City) allowing us to mobilize and respond to the City’s needs at a moment’s no�ce. TKE currently maintains a staff of 46 designers, engineers, surveyors, inspectors, project and construc�on managers, dra�ers,
and clerical personnel.

B. RELATED SERVICES
TKE has been providing design services to Ci�es on
parking lot projects for the past 2 3 years. TKE’s design team has been responsible for the design and
construc�on of more than 30 parking lot projects.

TKE plans to u�lize our design experience to perform
field reconnaissance of the proposed project areas and
u�lize our knowledge and experience from local Ci�es’
TKE Engineering, Inc. | AT A GLANCE
City/District Engineer
City/District Engineer in 5 Cities/Districts

Staff Augmentation
TKE currently provides Staff Augmentation in 12
Cities / Counties / Districts

On-Call Contracts
TKE currently provides Engineering, Project
Support, and CIP Design services for more than 30
Cities / Counties / Districts throughout Southern
California

Size of Organization
46 Professional Engineers, Project Managers,
Surveyors, Plan Checkers, Inspectors, Designers,
Construction Managers, and Support Staff

Location of Office
TKE Engineering, Inc.
2305 Chicago Avenue
Riverside, CA 92507

Years in Business
TKE has conducted business for the past 23 years
and has 23 years of experience in providing
engineering design services for pavement
rehabilita�on projects.

Company Structure
TKE is a California Corporation founded in June
2000. TKE is not a subsidiary. California Business
License Number: 00109901

Firm Owners
Michael P. Thornton, P.E., P.L.S., M.S. – President
Terry Renner, P.E., L.S., Q.S.D. –
Senior Vice President
Steven W. Ledbetter, P.E. Vice President

City of Colton
Point of Contact
Terry Renner, P.E., L.S., Q.S.D.

Senior Vice President
2305 Chicago Avenue
Riverside, CA 92507
Phone: (951) 680-0440
Email: [email protected]

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS
past and current parking lot projects to determine and indicate areas of poten�al concern.

TKE’s vast experience with public agencies in general, as well as all aspects of public works engineering projects, provides us with a dis�nct advantage to ensure the
project is completed on schedule and within budget.

P

ROJECT M ANAGEMENT
TKE provides effective project management services to a variety of clients. We have successfully delivered
extensive and highly visible parking lots, street
improvement, drainage improvement, facility
improvement and park improvement projects in
numerous Cities throughout Southern California. TKE’s approach has consistently allowed our partner agencies to fulfill their missions of delivering the best value for the public’s investment.

TKE’s management approach includes:

M

ONTHLY P ROGRESS R EPORTS
TKE documents project progress for all project
assigned to TKE by a comprehensive project
management summary. The summary includes
project name and related number, description of
progress, budget status, schedule compliance,
and anticipated upcoming accomplishments.

C

OMMUNICATION
Communications with agencies’ staff and
developers is another important component to
effective project management. In addition to the
monthly progress reports, TKE meets with clients
and developer as needed to ensure the projects
are proceeding as anticipated. We document
each discussion or meeting with notes and
electronically mail them to the project team
within three days of the meeting/conference
indicating action items and a schedule for
completion of these items.

R

ECORD K EEPING
TKE keeps records in an organized filing system
both in hard copy and electronic forms. This
organized filing system allows TKE to access
records immediately should they be needed.

P UBLIC M EETINGS
TKE meets with project stakeholders as needed
including City Council, the public, permitting
agencies, utilities, etc. We meet with them at the
project’s onset and throughout the course of
project development to ensure all stakeholder
project needs are co nsidered in the project
design. All meeting preparation (City Staff
Reports, agendas, exhibits, slide shows, etc) will
be prepared by TKE for each meeting. Again,
meetings will be documented. TKE has provided
numerous similar presentations to Councils
(closed sessions, council meetings, community
meetings, etc.).

T

EAM M EETING
Team meetings include all City parties that have
any interest in the project development. In
particular, the City’s Community Development
Department will be a close working partner with
the City engineer in development project
processing and environmental compliance for
capital projects. TKE has already developed a
working partnership with other members of the
City’s planning staff and will effectively works
with him to complete expediting project
processing.

C

IVIL E NGINEERING
TKE provides licensed Civil Engineering Services. We
can provide a Civil or Resident Engineer on an interim, full-�me, or part-�me basis under a staffing contract.

TKE’s Civil Engineering projects have included:

Δ Parking Lots
Δ Local streets and road design
Δ Pavement Management systems
Δ Grading studies, design and earthwork analysis
Δ Capital Improvement Programs (CIPs)
Δ Neighborhood improvement preservation
Δ Hydrologic Studies/Hydraulic Design
Δ Storm Water Pollution Prevention Plans (SWPPP)
Δ Sediment and Erosion Control Facilities
Δ Hydromodification Studies/Water Quality
Management Plans (WQMPs)
Δ Storm Drainage Infrastructure Planning and
Design
Δ Sanitary Sewer Infrastructure Planning and
Design

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS
Δ Potable and Recycled Water Infrastructure
Planning and Design
Δ Floodplain Analysis and Mapping
Δ Preparation of FEMA Requests for Letters of Map
Revisions

S URVEYING /M APPING /R IGHT - OF -W AY

E NGINEERING
TKE provides Land Analysis services for many projects:

Δ Parking Lots
Δ Transportation Improvements (major or
minor)
Δ Land and Real Estate Developments
Δ Sewer and Water Improvements
Δ Grade Separations
Δ Street Widening
Δ Our Surveying and Mapping experts provide
these services:

Δ Topographic Surveys
Δ Design Surveys
Δ Construction Layout/Staking
Δ Right-of-Way Engineering
Δ Boundary Surveys
Δ Construction Surveys
Δ Legal Description Surveys
Δ Aerial Mapping
Δ A.L.T.A. Surveys
Δ Control Surveys
Δ Easement Surveys

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS
Project Manager
Terry Renner, P.E., L.S., Q.S.D.

TKE Engineering Inc.

Project Engineer
Brian Wolfe, P.E.

TKE Engineering Inc.

Director of Survey
Ron Musser, P.L.S.

TKE Engineering Inc.

Assistant Project Manager
Octavio Parada
TKE Engineering Inc.

C. ORGANIZATIONAL
CHART

SUPPORT TEAM
(40+ Members)
Michael P. Thornton P.E., P.L.S. | President Jennifer Cioffi, P.E. | Project Manager Steve Ledbeter, P.E. | Vice President Jus�n Schlaefli, P.E., T.E., P.T.O.E. | Traffic Engineer Michelle Arellano, P.E. | Senior Plan Check Engineer Steve Nix, P.E., P.L.S. | Senior Engineer Monae Pugh | Traffic Engineering Specialist Marvin Lara, E.I.T. | Associate Engineer Steve Duket | Managing Director Development Services Shelby Kelley, E.I.T. | Associate Engineer Bret Enscoe | Survey Party Chief Daniel Melero, E.I.T. | Associate Engineer Mycal Batla | Survey Chance Renner, EIT | Associate Engineer Nelson Blackwell, CPII | Senior Construction Inspector Metehan Gumustekin, EIT | Associate Engineer Jeff Lantosh, CPII | Senior Construction Inspector Travis Bradshaw, EIT | Associate Engineer Brad Enscoe | Senior Public Works Inspector Jose Mar�nez | Associate Engineer Jeffrey Lynn | Senior Public Works Inspector Alex Estepa | Associate Engineer Michael Counce | Senior Public Works Inspector Jose Hernandez | Associate Engineer Naeem Dulloo | Senior Public Works Inspector Jayden Renner | Engineering Technician Tyler Ault | Senior Construction Inspector Emmanuel Perez | Engineering Technician Patrick Palafox | Senior Construction Inspector Brian Chu | Assistant Engineer Brian McDuffie | Senior Public Works Inspector Michelle Sells | Accounting/Office Manager Stephen Bisco� | Senior Public Works Inspector Deana Vilches | Clerical Tony Tran| Senior Public Works Inspector Tracey McLoughlin | Clerical Ralph Mar�nez | Senior Public Works Inspector Jeannete Barlow | Clerical Britany Simmons | Proposal Coordinator
Genesi Lozano | Proposal Coordinator

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

D. KEY PERSONNEL
TKE fully recognizes the City’s concern for high quality, �mely performance, and precise communica�on when
u�lizing the services of a consultant. Each project
conducted by TKE is managed and staffed by a project
team assembled to meet the specific needs of the project.

We have assembled a highly qualified and experienced
project team, which we believe will best serve your needs.

Our project teams’ experience with numerous Ci�es and
Coun�es of Southern California provides the City with a superior leve l of exper�se. TKE’s project team is
comprised of the firm’s Principal, and senior -level staff.

TKE’s key personnel will not be replaced throughout the en�rety of the project. Resumes of each team member
are included below.

Terry Renner, P.E., L.S.,
Q.S.D.

Project Manager
California P.E. No. 69984
California L.S. No. 9762
Q.S.D. Certification No. 24329
Terry Renner is the Senior Vice
President of TKE and has 2 3 years of experience in civil engineering infrastructure projects, including parking lot, pavement rehabilita�on, pavement analysis, street and
transporta�on improvements, sewer and water
improvements, drainage improvements, facili�es
improvements and recrea�on improvements. He has
managed numerous projects and has delivered projects
for the City of Colton , Moreno Valley Highland, Yucaipa, South El Monte, El Monte, Fontana, Calimesa, Upland,
Rialto, Riverside, Redlands, La Habra and Corona. Mr.

Renner has been responsible for design produc�on,
supervising a staff of engineers and dra�ers, coordina�ng work between the produc�on team and the client,
submi�ng all deliverables in a �mely manner,
construc�on coordina�on and scheduling, submital
review, supervising a staff of inspectors and
subconsultants, weekly progress mee�ngs, r equest for
informa�on responses, storm water management,
progress payments, change order review and
nego�a�ons, labor compliance, and project closeout. He has successfully delivered a wide variety of complex and challenging projects and is dedicated to ensuring that the plans produced and services delivered by TKE con�nue to exceed industry standards.

Octavio Parada
Assistant Project Manager
Mr. Parada has over 24 years of
progressive experience in civil
engineering in the public works
sector as well as the private sector.

He is result -driven, proactive and
detail-oriented with a proven track record of successfully handling and delivering a wide variety of complex and
challenging projects. He is dedicated to ensure that
projects exceed industry standards and consistently
finishing under budget and schedule. Through his career, Octavio has accumulated extensive experience in
planning, designing and project completion for more than 30 miles of roadways, street widening, medians, traffic calming, roundabouts, signing and striping modifications, bicycle lanes, pedestrian facilities for major corridors, arterials, collectors and residential streets, including water improvements, sewer improvements, drainage
improvements, grading plans and computerized sy stem
modeling for drainage master plans. Finally, Octavio has worked in the private sector for commercial and industrial development as technical director managing projects
from the conceptual stage, through planning, designing, bidding, construction, and project completion under
project specifications and exceeding client expectations.

Brian Wolfe, P.E. M.S.

Project Engineer

California P.E. No. 69101
Brian Wolfe has over 18 years’
experience in civil engineering and
land surveying for both private and
public sectors of the industry. His
experience in design, construc�on
and plan checking includes a variety of improvement
projects such as street improvements, pavement
rehabilita�on, signing and striping, precise grading, water mains, demoli�on, reservoir rehabilita�on, and sewer
mains. He has provided City Engineering, staff
augmenta�on, capital improvement design, u�lity
management, construc�on management and plan
checking services for several Southern California public agencies. His experience also includes public works
construc�on inspec�on, legal descrip�ons for easements, topographic surveying and construc�on surveying.

Many of his projects involved ADA accessible pathways
and grant funding management such as Safe Routes to

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SECTION 1 | STATEMENT OF QUALIFICATIONS

Schools and Community Development Block Grant
(CDBG) improvements. Mr. Wolfe is also well versed in
traffic calming, bicycle facility design, traffic engineering studies including warrant analysis and temporary traffic
control. Previous traffic engineering du�es included close collabora�on with City Police Departments to resolve
parking viola�on enforcement issues and increasing
traffic safety.

Ron Musser, P.L.S.

Director of Survey
California P.L.S. No. 4230
Mr. Musser has nearly 53 years of
experience in performing field and
office surveying and plan checking
services for public and private
projects including roadway and
highway projects. He has performed design topographic
surveying and construc�on staking on all of TKE’s
respec�ve design and construc�on management projects
and map checking over the past 10 years. In addi�on, he has prepared records of survey, parcel maps and tract
maps in San Bernardino County, Riverside County, San
Diego County, Orange County and Los Angeles County. He has performed boundary, topographic, ALTA, and precise
level surveys as well as Global Posi�oning Surveys. Mr.

Musser currently provides map checking services to the
ci�es of Calimesa, Upland, Azusa, Pico Rivera and El
Monte.

E. SUBCONSULTANT

Knapp and Associates, Inc. is an innova�ve and crea�ve
structural engineering firm with thirty -five years of
structural engineering experience. Their prime emphasis is always to provide quality structural engineering
services that meet the required �me frame for
comple�on and excels with a level of thoroughness,
which minimizes the possibility of problems occurring in the field. To accomplish this end they provide a complete, well-organized and coordinated set of fully detailed
structural documenta�on. Although they pride
themselves as to how thorough they are on each design,
they understand that it is just a small aspect to the life of a project. They also strive for the most economical and common-sense approach to structural engineering, which
gives their clients piece of mind when construc�on
budge�ng is an issue.

JCA has been dedicated to
providing efficiently
innova�ve architectural
ligh�ng design services and state of the art electrical engineering. The principal of the firm offers more than 20 years of experience. Projects successfully completed
within the last year represent total construc�on values exceeding forty million dollars, encompassing new and
renovated educa�onal facili�es, efficient public works
facili�es, ac�ve and passive recrea�onal sites, and
streetscapes for community revitaliza�on. Mr. Corns is a project manager whose du�es include mee�ngs, site
visits, design of electrical construc�on documents and
construc�on support.

Community Works Design Group
(CWDG) draws from the knowledge of
over thirty years of broad, regional
experience with a variety of public and
private projects including community
and regional parks, recrea�on
facili�es, streetscape programs, planned community
developments, model homes, and commercial and
ins�tu�onal developments. CWDG has the experience
and capabili�es that will produce crea�ve and func�onal design solu�ons.

CWDG has built their reputa�on on �mely comple�on of
our contractual obliga�ons and our ability to meet their clients' needs and project schedules. Their staff and
resources are such that they are able to meet the project schedules established by the client.

CWDG’s services in the past have stressed the
development of precise, thorough, and accurate
documents. They feel this policy will be par�cularly
important in the development of this project in order to meet the client's goals, requirements and schedules.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

F. AVAILABILITY
All assigned staff is readily available and commited to comple�ng the project within the City’s proposed �me frame.

We have provided a project schedule which delineates our proposed �meframe to complete the project. TKE has a history of providing services at a moment’s no�ce in order to keep projects on schedule. The table below shows our key personnel’s current availability to work on this project.

G. RESUMES
The resumes of our key personnel will be provided in the following pages.

NAME/ROLE CURRENT WORK %

COMMITMENT
TERRY RENNER, P.E.,
Q.S.D.

Principal-in-Charge
Sierra Avenue Widening Project City of Fontana 30%
Traffic Signal Synchroniza�on Project Coachella Valley Associa�on of Governments 10%
Years with firm: 23 Moreno Valley Citywide Paving Project City of Moreno Valley 10% LPP County Line Road Corridor Improvements City of Calimesa 20% TKE Engineering, Inc. Proposed Project Availability: 30%

OCTAVIO PARADA
Project Manager
Regional Wastewater Treatment Plant Mission Springs Water District 50% 19th, 20th and Litle Morongo Street
Improvements
Mission Springs Water
District/City of Desert Hot
Springs
25%
Years with firm: 21
TKE Engineering, Inc. Proposed Project Availability: 25% BRIAN WOLFE, P.E.

Project Engineer
Project Management City of Highland 25%
Project Management City of Jurupa Valley 25%
Years with firm: 7
Citywide Pavement Rehabilita�on Phase IV City of Needles 20% TKE Engineering, Inc. Proposed Project Availability: 30% RON MUSSER, P.L.S.

Director of Surveys
Map Checking City of Highland 40%
19th, 20th and Litle Morongo Street
Improvements Mission Springs Water District 10%
Years with firm: 10
Map Checking City of Needles 20%
TKE Engineering, Inc. Proposed Project Availability: 30%

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

TERRY RENNER, P.E.,
L.S., Q.S.D.

Project Manager
TKE Engineering, Inc .

EDUCATION
B.S, Civil Engineering, California State
Polytechnic University, Pomona

CERTIFICATIONS
Caltrans SWPPP Cer�fied QSP/QSD
Training

REGISTRATIONS
P.E. License Number 69984 (CA)
P.L.S. License Number 9762 (CA)
Qualified SWPPP Developer and
Prac��oner #24329

AFFILIATIONS
Riverside-San Bernardino Coun�es
Branch, American Society of Civil
Engineers
American Public Works Associa�on
American Council of Engineering
Companies of California

Mr. Renner is the Senior Vice President of TKE and has 23 years of experience in civil engineering infrastructure projects, including pavement rehabilita�on strategies, pavement deteriora�on analysis, transporta�on improvements, traffic signal improvements, drainage improvements, sewer and water improvements, facili�es improvements and recrea�on improvements. He has managed numerous projects and has delivered projects for Riverside and San Bernardino Coun�es as well as Ci�es of Coachella, Fontana, Upland, Riverside, Redlands, Rialto, Calimesa, Colton, El Monte, Moreno Valley and Corona. As a project manager, Mr. Renner has been responsible for field analysis of pavement deteriora�on, design produc�on, supervising a staff of engineers and dra�ers, coordina�ng work between the produc�on team and the client, and for submi�ng all deliverables in a �mely manner. He has successfully delivered a wide variety of complex and challenging projects and is dedicated to ensuring that the plans produced by TKE con�nue to exceed industry standards
.

DETAILED PROJECT EXPERIENCE
• Professional Design Services Bill Barber Community Park Parking Lot , City of Irvine - Mr. Renner served as the Principal- In-Charge for the Bill Barber Community Park Parking Lot project. TKE provided utility relocation coordination, bid schedule, specification, and design services for the Bill Barber Community Park Parking Improvement Project. Bill Barber Community Park is located in the west perimeters, Civic Center Plaza and Irvine City Hall on the South, and Harvard Avenue on the East.

The park is 42 acres and features a variety of athletic fields and courts, recreational areas, and picnic shelters, and softball and soccer fields. The project includes the design of a parking lot expansion to accommodate parking at this facility including design, approval of all plans, specifications (including bid schedule), cost estimates, utility relocation coordination, and permits from all applicable entities for the project in order to immediately thereafter advertise, bid, and award a construction contract. • Juvenile Det ention Center Parking Lot County of San Bernardino – Mr.

Renner was the Pr incipal-in-Charge for this project where TKE provided project management and design services in three progressive phases, 65% Level Completion, 90% Level Completion and 100% Level Completion. In addition, TKE assisted with Advertising and Bidding Services and Construction Support. The Team conducted records research to establish survey records, and conduct
ed a conventional design survey. TKE
prepared base construction drawings and performed careful field review to ensure all underground facilities were shown correctly. The Team prepared a parking master layout for the juvenile secured parking lot expansion and proposed various alternatives to County staff. TKE also prepared a comprehensive site utility plan which identified potential utility conflicts requiring removal, abandonment, relocation or upgrade. • F
ontana Senior Center Parking Lot Expansion and Emergency Generator Improvements, City of Fontana - Mr. Renner provided civil design services including hydraulics, hydrology, WQMP preparation, SWPPP preparation, grading, drainage, and street improvements for the design and expansion of the Fontana Senior Center west parking lot and the addition of an facility wide emergency generator. The project included demolition of an existing recharge basin, well, piping and electrical transformer and complete parking lot expansion, drainage

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

facilities, pedestrian access to the senior center, relocation and expansion of themed landscaping, fencing and lighting scenarios and a facility wide emergency backup generation system. The project provided 125 additional parking spaces and increased parking lot efficiency. In addition, the parking lot can be utilized by emergency services personnel as a disaster preparedness location. • San Antonio Community Park, City of Upland– The San Antonio Community Park Project is located in the City of Upland at the northwest corner of Mountain Avenue and 24th Street. Prior to project design TKE performed an aerial target layout survey and supplemental conventional survey to collect appropriate information for street and parking lot design. TKE prepared construction drawings and specifications for the construction of the street improvements, including retaining walls, sewer improvements, electrical lighting improvements, parking lot, playground, sidewalk and overflow lot grading plans. Park design was prepared utilizing all generated material onsite within a landscape mound feature at the center of the parking lot to avoid any cost for material export. During construction TKE performed construction management, administration and staking for the approximately 4 -acre park site.
• Fontana Campus Parking Improvements, City of Fontana - Mr. Renner was responsible for survey coordination and management on the design survey, mapping, base drawing preparation and construction staking for all civil
design services including hydraulics, hydrology, WQMP
preparation, SWPPP preparation, grading, drainage, and street improvements for the design and reconstruction of three major parking areas across the 26 acre City Hall site to create additional parking space for City Staff, Police and visitors of the civic center area. The project included complete parking lot redevelopment, relocation of existing storm drain lines and catch basins, pedestrian and vehicular access to all buildings within the civic center area and themed landscaping and lighting scenarios. The project provided more than 200 additional parking spaces and increase parking lot efficiency.
• Moreno Valley Amphitheater and Civic Center Park, City of Moreno Valley– Mr. Renner provided construction management services for the Moreno Valley Civic Center Park and Amphitheater Project located South of Alessandro Blvd immediately west of City Hall. The amphitheater is used for regional movie nights, concerts and seasonal special events. The 2.5 acre project included an outdoor amphitheater stage, 400 person arched concrete seating, open space, and a parking lot for approximately 300 vehicles.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

OCTAVIO PARADA
Assistant Project Manager
TKE Engineering, Inc .

EDUCATION
B.S., Autonomous University of Baja
California, Mexico (UABC)

CERTIFICATIONS
Cer�ficate (1996),
Traffic Engineering for highways,
Secretary of Transport and
Communica�on (SCT-Mexico)
Cer�ficate (2007),
CAD Pilot Boot Camp
for Civil 3D,
CVIS

Mr. Parada has over 24 years of progressive experience in civil engineering in the public works sector as well as the private sector. He is result -driven, proac�ve and detail- oriented with a proven track record of successfully handling and delivering a wide variety of complex and challenging projects. He is dedicated to ensure that projects exceed industry standards and consistently finishing under budget and schedule. Through his career, Octavio has accumulated extensive experience in planning, designing and project comple�on for more than 30 miles of roadways, street widening, medians, traffic calming, roundabouts, signing and striping modifica�ons, bicycle lanes, pedestrian facili�es for major corridors, arterials, collectors and residen�al streets, including water improve
ments, sewer improvements, drainage
improvements, grading plans and computerized system modeling for drainage master plans. Finally, Octavio has worked in the private sector for commercial and industrial development as technical director managing projects from the conceptual stage, through planning, designing, bidding, construc�on, and project comple�on under project specifica�ons and exceeding client expecta�ons.

DETAILED PROJECT EXPERIENCE
• Juvenile Det ention Center Parking Lot County of San Bernardino – Mr.

Parada was the Project Man ager for this project where TKE provided project management and design services in three progressive phases, 65% Level Completion, 90% Level Completion and 100% Level Completion. In addition, TKE assisted with Advertising and Bidding Services and Construction Support. The Team conducted records research to establish survey records, and conduct
ed a conventional design survey. TKE
prepared base construction drawings and performed careful field review to ensure all underground facilities were shown correctly.

TKE also
prepared a comprehensive site utility plan which identified potential utility conflicts requiring removal, abandonment, relocation or upgrade. • Fontana Campus Parking Improvements , City of Fontana - Mr. Parada assisted in the design and preparation of grading, drainage, and street improvements for the design and reconstruction of three major parking areas across the 26 -acre City Hall site to create additional parking space for City Staff, Police and visitors of the civic center area. The project included complete parking lot redevelopment, relocation of existing storm drain lines and catch basins, pedestrian and vehicular access to all buildings within the civic center area and themed landscaping and lighting scenarios. The project provided more than 200 additional parking spaces and increase parking lot efficiency.
• Fontana Senior Center Parking Lot Expansion and Emergency Generator Improvements, City of Fontana - Mr. Parada assisted in the design and preparation of grading, drainage, and street improvements for the design and expansion of the Fontana Senior Center west parking lot and the addition of a facility wide emergency generator. The project included demolition of an existing recharge basin,
well, piping and electrical
transformer and complete parking lot expansion, drainage facilities, pedestrian access to the senior center, relocation and expansion of themed landscaping, fencing and lighting scenarios and a facility wide emergency backup generation system.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

BRIAN WOLFE, P.E.

Project Engineer
TKE Engineering, Inc .

EDUCATION
M.S. Civil Engineering, California State
Polytechnic University, Pomona
B.S. Civil Engineering, California State
Polytechnic University, Pomona

CERTIFICATIONS
P.E. License Number 69109 (CA)

AFFILIATIONS
American Society of Civil Engineers
(ASCE)
Past-President, San
Bernardino/Riverside County Branch

Brian Wolfe has over 18 years’ experience in civil engineering and land surveying for both private and public sectors of the industry. His experience in design, construc�on and plan checking includes a variety of improvement projects such as street improvements, pavement rehabilita�on, signing and striping, precise grading, water mains, demoli�on, reservoir rehabilita�on, and sewer mains. He has provided City Engineering, staff augmenta�on, capital improvement design, u�lity management, construc�on management and plan checking services for several Southern California public agencies. His experience also includes public works construc�on inspec�on, legal descrip�ons for easements, topographic surveying and construc�on surveying. Many of his projects involved ADA accessible pathways and grant funding management such as Safe Routes to Schools and Community Development Block Grant (CDBG) improvements. Mr. Wolfe is also well versed in traffic calming, bicycle facility design, traffic engineering studies including warrant analysis and temporary tr affic control. Previous traffic engineering du�es included close collabora�on with City Police Departments to resolve parking viola�on enforcement issues and increasing traffic safety.

Mr. Wolfe has writen and presented many staff reports for recommend ac�on to commissions as well as contract awards for City council. Recommended ac�on o�en required close coordina�on with the public and businesses.

DETAILED PROJECT EXPERIENCE
• Juvenile Det ention Center Parking Lot County of San Bernardino – Mr.

Renner was the Project Engineer for this project where TKE provided project management and design services in three progressive phases, 65% Level Completion, 90% Level Completion and 100% Level Completion. In addition, TKE assisted with Advertising and Bidding Services and Construction Support. The Team conducted records research to establish survey records, and conduct
ed a conventional design survey. TKE
prepared base construction drawings and performed careful field review to ensure all underground facilities were shown correctly. The Team prepared a parking master layout for the juvenile secured parking lot expansion and proposed various alternatives to County staff. • Safe Routes to Schools, Redlands-
Mr. Wolfe provided design, and
construction inspection for two safe Routes to Schools projects in the City of Redlands. Projects constructed over 2 miles of new sidewalk through residential neighborhoods and over 200 new ADA compliant ramps. Also assisted with labor compliance documenta
tion. Projects included
installation of crosswalk flashing beacons, feedback signs and school zone signage.
• CDBG, City of Redlands- Mr. Wolfe provided plan and profile designs for street widening, new ADA compliant ramps and new sidewalks through developed residential neighborhoods in Redlands, CA. Designed paving plans to improve unpaved alleys within CDBG designated areas. Projects required careful coordination with residents and businesses for driveway reconstruction.
• CDBG Citywide Pavement Rehabilitation Project, City of El Monte - Mr.

Wolfe was responsible for design of pavement rehabilitation of residential, local, collector and arterial streets throughout the City of El Monte. The project included more than 480,000 square feet of Asphalt - Rubber Cape Seal and 560,000 square feet of Type II Rubberized Emulsion Aggregate Slurry Seal..

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

RON MUSSER, P.L.S.

Director of Survey
TKE Engineering, Inc .

REGISTRATIONS
Professional Land Surveyor, LS 4230
(CA)

AFFILIATIONS
American Council of Engineering
Companies of California

Mr. Musser has nearly 53 years of experience in performing field and office surveying and plan checking services for public and private projects including roadway and highway projects. He has performed design topograp hic surveying and construc�on staking on all of TKE’s respec�ve design and construc�on management projects and map checking over the past 10 years.

In addi�on, he has prepared records of survey, parcel maps and tract maps in San Bernardino County, Riverside County, San Diego County, Orange County and Los Angeles County. He has performed boundary, topographic, ALTA, and precise level surveys as well as Global Posi�oning Surveys. Mr. Musser currently provides map checking services to the ci�es of Calimesa, Upland, Azusa, Pico Rivera and El Monte
.

DETAILED PROJECT EXPERIENCE
• Professional Design Services Bill Barber Community Park Parking Lot , City of Irvine- Mr. Musser served as the Senior Survey for the Bill Barber Community Park Parking Lot project. TKE provided utility relocation coordination, bid schedule, specification, and design services for the Bill Barber Community Park Parking Improvement Project. Bill Barber Community Park. The park is 42 acres, the scope of services included the design of a parking lot expansion to accommodate parking at this facility including design, approval of all plans, specifications (including bid schedule), cost estimates, utility relocation coordination, and permits from all applicable entities for the project in or
der to immediately
thereafter advertise, bid, and award a construction contract. • Fontana Campus Parking Improvements , City of Fontana - Mr. Musser served as the Senior Survey for the Fontana Campus Parking Improvements project. The project consisted of the design and preparation of grading, drainage, and street improvements for the design and reconstruction of three major parking areas across the 26 -acre City Hall site to create additional parking space for City Staff, Police and visitors of the civic center area. The project included complete parking lot redevelopment, relocation of existing storm drain lines and catch basins, pedestrian and vehicular access to all buildings within the civic center area and themed landscaping and lighting scenarios. The project provided more than 200 additional parking spaces and increase parking lot efficiency.
• Fontana Senior Center Parking Lot Expansion and Emergency Generator Improvements, City of Fontana- Mr. Musser served as the Right -Way- Engineering Control Surveyor. The project consisted of the design and preparation of grading, drainage, and street improvements for the design and expansion of the Fontana Senior Center west parking lot. The project included demolition of an existing recharge basin, well, piping and electrical transformer and complete parking lot expansion, drainage facilities, pedestrian access to the senior center, relocation and expansion of themed landscaping, fencing and lighting scenarios and a facility wide emergency backup generation system. The project provided 125 additional parking spaces and increased parking lot efficiency. In addition, the parking lot can be ut ilized by emergency services personnel as a disaster preparedness location.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS
G. SIMILAR PROJECT EXPERIENCE
Throughout our history serving the Southern California region, we have provided mul�-disciplinary design and services for larg e and small projects. Since our incep�on 2 3 years ago, TKE has extensive experience with an excellent reputa�on in providing professional services. We have successfully completed complex and challenging projects for a variety of municipal agencies who h ave con�nued to request that we partner with them in delivering much needed infrastructure to their communi�es.

TKE Engineering, Inc. is dedicated to execu�ng successful project delivery by developing and implemen�ng a work plan tailored to meet the C ity’s needs. We strongly support the founda�on on which the City of Colton was built - con�nuously demonstra�ng honesty, integrity, and truthfulness, to uphold credibility within the community it serves.

The success of our projects is atributed to our level of transparency through clear and open lines of communica�on.

The following is a list of TKE’s prior project experience involving similar scopes of work, which demonstrates our ability to deliver services of the highest quality to the City of Colton.

Central Valley Juvenile Detention Center
Secured Parking Lot Expansion
County of San Bernardino, CA
Client Contact: Nicole Kaloshian
Phone Number: 909-522-0427
Email: [email protected]
Project Cost: $800K
Completion Date: November 2022

DESCRIPTION
TKE provided project management and design services in three p rogressive phases, 65% Level Completion, 90% Level Completion and 100% Level Completion. In addition, TKE assisted with Advertising and Bidding Services and Construction Support. The Team conducted records research to establish survey records, and conducted a conventional design survey. TKE prepared base construction drawings and performed careful field review to ensure all underground facilities were shown correctly. The Team prepared a parking master layout for the juvenile secured parking lot expansion and proposed various alternatives to County staff. TKE also prepared a comprehensive site utility plan which identified potential utility conflict s requiring removal, abandonment, relocation or upgrade.

SERVICES
Services included records research, design survey, base construction drawings, preliminary engineering, presentation to county staff, utility relocation plan, 65% 90% and 100% design completion, design review meetings, as well as bidding assistance and assistance during construction.

KEY STAFF
Terry Renner, P.E., L.S., Q.S.D., Octavio Parada, Ron Musser, P.L.S., Brian Wolfe, P.E.

RELEVANCE TO COLTON
• Parking Lot Expansion
Design
• ADA Compliance
• Parking Lot Lighting
• Security Cameras

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

BILL BARBER COMMUNITY PARK

PARKING LOT
City of Irvine, CA
Client Contact: Darrell Hartman
Phone Number: 949-724-7517
Email: [email protected]
Project Cost: $1.6M
Completion Date: March 2021

DESCRIPTION
TKE provided u�lity reloca�on coordina�on, bid schedule, specifica�on, and design services for the Bill Barber Community Park Parking Improvement Project. Bill Barber Community Park is located in the west perimeters, Civic Center Plaza and Irvine City Hall on the South, and Harvard Avenue on the East. The park is 42 acres and features a variety of athle�c fields and courts, recrea�onal areas, and picnic shelters, and so�ball and soccer fields. The project includes the design of a parking lot expansion to accommodate parking at this facility including installa�on of ADA compliant walkways and hardscape, design approval of all plans, specifica�ons (including bid schedule), cost es�mates, u�lity reloca�on coordina�on, and permits from all applicable en��es for the project in order to immediately therea�er adver�se, bid, and award a construc�on contract.

SERVICES
Services included design, specifica�on, bid schedule, cost es�mates, permits u�lity reloca�on coordina�on services.

KEY STAFF
Terry Renner, P.E., L.S., Q.S.D., Ron Musser, L.S.

MARINA BEACH PARK IMPROVEMENTS
City of Needles, CA
Client Contact: Mr. Patrick Mar�nez
Phone Number: 760-326-2115
Email: [email protected]
Project Cost: $1.7 million
Completion Date: 2024

DESCRIPTION
TKE provided project management, design, bidding services, permi�ng, construc�on administra�on, and construc�on staking for the Marina Beach Park Improvements. The Marina Beach Park Improvements project is located in the City of Needles on Marina Drive next to the Colorado River. The project included the construc�on of a new covered play area, covered picnic tables, walking trails, grassy knoll, restroom, two ADA accessible beach access points, ADA improvements throughout the exis�ng park areas, parking lot, ligh�ng, na�ve drought tolerant landscaping, and irriga�on.

SERVICES
Services included project management, design, bidding services, permi�ng, construc�on administra�on, construc�on staking, and u�lity coordina�on.

KEY STAFF
Steven W. Ledbeter, P.E., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, L.S., Bret Enscoe

RELEVANCE TO COLTON
• Parking Lot Expansion
• Utility Relocation
Coordination Services]
• ADA Accessibility
• Topographic Survey
• GPR Utility Survey

RELEVANCE TO COLTON
• Park Improvement and
Parking Lot Experience
• ADA Accessibility
• Project and Construction
Management
• Grading and Drainage

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS

DUKE WATKINS PARK IMPROVEMENTS
City of Needles, CA
Client Contact: Mr. Patrick Mar�nez
Phone Number: 760-326-2115
Email: [email protected]
Project Cost: $3.9 million
Completion Date: 2024

DESCRIPTION
TKE provided project management, design, bidding services, permi�ng, construc�on administra�on, and construc�on staking for the Duke Watkins Park Improvements. The Duke Watkins Park Improvements project is located in the City of Needles on Flip Mendez Parkway east of Leonard Owensby Drive. The project included the construc�on of a Route 66 themed splash pad and bike pump track, restrooms, playground equipment, rest areas, shade structures, art expression wall, small breed dog park, parking lot, ligh�ng, na�ve drought tolerant landscaping, bioswales, irriga�on, ADA improvements throughout the exis�ng park areas, and resurfacing of the exis�ng basketball court and baseball field.

SERVICES
Services included project management, design, bidding services, permi�ng, construc�on administra�on, construc�on staking, and u�lity coordina�on.

KEY STAFF
Steven W. Ledbeter, P.E., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, L.S., Bret Enscoe

FONTANA CAMPUS PARKING

IMPROVEMENTS
City of Fontana, CA
Client Contact: Jeffrey Kim
Phone Number: 909-350-6724
Email: [email protected]
Project Cost: $5M
Completion Date: 2016

DESCRIPTION
TKE provided project management services for the Moreno Valley Civic Center Park and Amphitheater Project. The project is located in the City of Moreno Valley South of Alessandro Blvd immediately west of City Hall. The amphitheater is used for regional movie nights, concerts and seasonal special events. The project infrastructure improvements include a 500 -600 seat amphitheater and stage with backdrop, restroom facili�e s, trash enclosure, electrical, plumbing, audio/visual, pavilion, sidewalks, curbs, guters, stage ligh�ng, pathway and parking lot ligh�ng, ADA compliant pedestrian ramps, drainage improvements, street improvements, landscaping, and irriga�on improvements.

SERVICES
Services included project management, agency and u�lity coordina�on, quality assurance, quality control, construc�on management and inspec�on.

KEY STAFF

RELEVANCE TO COLTON
• Park Improvement and
Parking Lot Experience
• ADA Accessibility
• Project and Construction
Management
• Earthwork, Grading, and
Drainage

RELEVANCE TO COLTON
• City Hall Campus/Parks/Parking
Lot Experience
• ADA Accessibility
• Utility Coordination

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 1 | STATEMENT OF QUALIFICATIONS
Michael P. Thornton, P.E., L.S., Terry Renner, P.E., L.S., Q.S.D., Ron Musser, L.S.

MORENO VALLEY CIVIC CENTER PARK
& AMPHITHEATER PROJECT
City of Moreno Valley , CA
Client Contact: Eddie Godinez
Phone Number: 951-218-8646
Email: [email protected]
Project Cost: $6.7M
Completion Date: 2021

DESCRIPTION
TKE provided project management services for the Moreno Valley Civic Center Park and Amphitheater Project. The project is located in the City of Moreno Valley South of Alessandro Blvd immediately west of City Hall. The amphitheater is used for regional movie nights, concerts and seasonal special events. The project infrastructure improvements include a 500 -600 seat amphitheater and stage with backdrop, restroom facili�es, trash enclosure, electrical, plumbing, audio/visual, pavilion, sidewalks, curbs, guters, stage ligh�ng, pathway and parking lot ligh�ng, ADA compliant pedestrian ramps, drainage improvements, street improvements, landscaping, and irriga�on improvements.

SERVICES
Services included project management, agency and u�lity coordina�on, quality assurance, quality control, construc�on management and inspec�on.

KEY STAFF
Terry Renner, P.E., L.S., Q.S.D., Ron Musser, L.S., Marvin Lara, E.I.T., Stephen Biscotti, Jeff Lantosh

RELEVANCE TO COLTON
• Parking Lot Experience
• ADA Accessibility
• Utility Coordination

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 2 | LIST OF REFERENCES

SECTION 2 | LIST OF REFERENCES
A. REFERENCES
We are sure that the successful results of our past performance in the delivery of projects, along with our firm’s proven ability to u�lize our experience for a complete and well managed and inspected project, will provide a valuable resource to the City. Please see the Table below for a small, but representa�ve list of references for whom we con�nue to provide similar services. We respec�ully request that you verify our qualifica�ons with the listed references

∗ Please refer to Section 1 | Statement of Qualifications, for additional references and project experience.

AGENCY CONTACT NAME CONTACT INFO
City of Colton
650 N La Cadena Drive
Colton, CA 92324
Bassam Alzammar
Water/Wastewater
Opera�ons Manager
P: (909) 370-6101
[email protected]
County of San Bernardino
Project Management RESD
35 N Arrow Head 4th
San Bernardino, CA 92415
Michael Cameron
Construc�on Inspector
P: (909) 387-5000
[email protected]
City of Fontana
Engineering Department
8353 Sierra Avenue
Fontana, CA 92335
Jeffrey Kim
Senior Civil Engineer
P: (909) 350-6724
[email protected]
City of Moreno Valley
14177 Frederick Street
Moreno Valley, CA 92552
Eddie Godinez
Senior Construc�on Inspector
P: (951) 218-8646
[email protected]
City of Highland
27215 Baseline
Highland, CA 92346
Carlos Zamano
Construc�on Inspector
P: (909) 864-6861
czamano@cityo�ighland.org

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 3| PROPOSED WORKPLAN
SECTION 3 | PROPOSED WORKPLAN
A. UNDERSTANDING

P ROJECT U NDERSTANDING
The City of Colton is seeking a highly qualified Engineering Consultant to provide Engineering Services that include preparing construc�on drawings, specifica�ons and cost
es�mates for the design of the City of Colton Police
Department Parking Lot Expansion Project. The project
includes an addi�onal 3300 square feet of concrete
parking lot of the City of Colton’s Police department
adjacent to ‘E’ Street off La Cadena Drive. TKE recognizes that the project will involve the design of the parking lot, including removal of 100 LF of 8’ high block wall, three 24”-30” diameter trees, reloca�ng one 8” diameter tree, construc�ng 155 LF 8’-10’ high concrete block wall, 3300 SF concrete parking for heavy load vehicles, new
landscape area with drip irriga�on in fro nt of the wall, electrical for lights and cameras along the wall, and a 4’ pedestrian access gate with electronic access. We
understand our role would entail providing engineering
services to complete final plans, specifica�ons and
es�mates of the propos ed improvement project. We
gather that the final plans will include structural wall plans and details, grading, erosion control, irriga�on and
electrical, as well as surveying.

Our approach, recognizing that both schedule and budget are of primary con cern, dictates that design decisions must be made quickly and carefully. When this is coupled with the various constraints present, it is cri�cal that the City choose a consultant with a proven track record of
successful project delivery. With a familiar team of senior- level design professionals, TKE is the right choice for this project.

D ESIGN E NGINEERING S ERVICES
During design, TKE will:

Δ Prepare and maintain a project schedule
identifying the critical path for expeditious
project completion
Δ Conduct and attend design kick-off meeting
with all stakeholders
Δ Schedule and conduct Project
Development Team (PDT) meetings and
other necessary meetings; prepare
agendas and minutes; and distribute to all
applicable entities (not just attendees)
within three (3) working days.

Δ Schedule, facilitate, and attend public
meetings as necessary.

Δ Provide progress reports monthly or as
deemed required.

Δ Compose all correspondences to keep the
project on schedule.

Δ Prepare all submittals to Caltrans for
Caltrans Encroachment Permit.

Δ Prepare project estimates and budgets.

Δ Maintain all project files in accordance with
the City format.

Δ Facilitate, coordinate, and oversee the
ongoing daily actions required to
completely provide the full level of
intended service and ensure that the
project meets all applicable requirements.

Δ Oversee and ensure that all measures of
the specific project’s scope of services are
completed in a timely and professi onal
manner with an emphasis on providing the
City with a high-quality project.

Δ Act as a liaison between the City and all
project stakeholders on order to
accomplish the full project services
intended by the City.

Δ Oversee and arrange for a project design
and review of outside sub-consultant work,
including, but not limited to Pavement
Rehabilitation Strategies, 75%, 90%, and
100% Design Plans , project specifications
and estimates.

Δ Utility correspondence letters and e-mails.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 3| PROPOSED WORKPLAN
B. CRITICAL ISSUES

I DENTIFICATION OF C RITICAL D ESIGN

E LEMENTS
Our approach to iden�fica�on of cri�cal issues will be to immediately ini�ate field review, perform very thorough
records research, and document all the critical design
elements so they can be presented to the City. This will provide a head start on instructing our survey team about what detailed information to collect. These elements include the location of any areas that will require special construc�on methods or addi�onal ADA requirements,
and loca�on of exis�ng u�li�es in order to ensure proper separa�on or establish reloca�on requirements early on during design.

R

AMP T RANSITIONS
For parking lot projects, transi�ons to exis�ng
improvements are typically an important component of
design, especially in developed areas where exis�ng
improvements were constructed to previous ADA
standards.

It ap pears that private improvements such as trees,
hardscaping, ligh�ng and landscaping will be impacted by construc�on. TKE will iden�fy such impacts early during project design and will develop an ac�on plan for working with the impacted facili�es. We will iden�fy exis�ng
improvements that are out of compliance with ADA
requirements and develop strategies to minimize removal of exis�ng improvements using landscape buffers. Our
goal will be to complete parking lot design that will fully comply with ADA and fire department requirements at
the same �me as minimizing exis�ng infrastructure
impacts.

D

RAINAGE
Design of drainage systems must be developed early
during design to iden�fy loca�ons of proposed facili�es and connec�ons to exis�ng structures currently in use. In par�cular, catch basins must be iden�fied to eliminate
poten�al conflicts and flow paths will need to be
established to iden�fy how drainage is to be directed. In addi�on, hydrology and hydraulic calcula�ons must be
performed early to adequately size the required drainage and WQMP structures in accordance with the City’s
requirements and to ensure no addi�onal drainage is
routed to areas not currently receiving runoff.

P

RIVATE F ACILITIES
Private facili�es include, but are not limited to, trees, light poles, signage, hardscape and landscaping. These
facili�es will be iden�fied during the site surveys and will be accurately ploted on the drawings. If design impacts any of these facili�es, mi�ga�on will be developed and
presented to the City for inclusion in the project design scope.

P

OLICE M EETINGS
Police comments will b e an important part of project
design. TKE has considerable experience with police
mee�ngs. TKE will present the project design and discuss project features at these mee�ngs. In addi�on, TKE will document all p olice comments and, as directed by the
City, will incorporate these comments into the selected design for the project. TKE has provided similar services to many agencies and will provide effec�ve p olice
mee�ngs.

U

TILITY C OORDINATION
TKE will research exis�ng facili�es including water meters, light poles, fire hydrants, drainage facili�es and u�lity pull boxes and vaults to iden�fy any reloca�on
requirements. Again, we will iden�fy these facili�es early in project design to begin coordina�on at the earliest
opportunity. Agencies that maintain private u�li�es can be cumbersome in ge�ng facili�es relocated. Early
coordina�on will prevent project delays.

A

CCURATE C OST E STIMATING
Because of the limited budget, it is vital to keep costs controlled. Our approach to controlling costs is to
provide frequent and accurate cost es�mates by using
TKE’s detailed cost es�ma�ng database. In addi�on to
using this database, TKE u�lizes o ur considerable
experience with Construc�on Management to assist in
providing constructability reviews and cost es�ma�ng
based on current informa�on from our on -going
projects. Finally, with the current economic climate,
construc�on costs are widely varying. We will also
discuss the project’s elements with local contractors to assure that we have the most current construc�on
informa�on available so that the City can get the most
“bang for their buck”.

C. PROJECT APPROACH

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 3| PROPOSED WORKPLAN
Successful project delivery is our goal. Our defini�on of successful project delivery is:

Δ Project completion that meets all project
requirements and specifications
Δ Project completion within budget
Δ Project completion on schedule
Our goal is not limited to the design of the parking lot project only, but includes the incorpora�on of value
engineering and constructability review. Through the
examina�on of specific design alterna�ves, we will
iden�fy the most cost -effec�ve project alterna�ve that
meets police design requirements and will provide for the greatest opportunity for expedited construc�on, which
allows us to consistently deliver proje cts that use public resources in a very wise and responsible manner. We
have developed this project approach in order to
maintain an exper�se in our core business of high priority projects with �ght budgetary constraints.

Our approach to your project, recognizing that both cost effec�veness and expedited construc�on are of primary
concern, dictates that very close working partnership
between the selected consultant and the City is vital to successful project comple�on. When this is coupled with the v arious site constraints, it is cri�cal that the City choose a consultant team with a proven track record of
delivering design projects. With a familiar team of senior level design and construc�on professionals, TKE is the
right choice for this project. As men�oned above, our
experience tells us that there must be a proac�ve
approach to comple�ng the work in order to complete a
cost effec�ve fully func�oning public works project. This approach includes early iden�fica�on of cri�cal elements, and development of project schedule and tasks.

The most important key to every public works project is management. TKE, working closely with City staff, will
ensure that the project is managed properly to expedite project delivery. Project development will g enerate a series of considera�ons requiring City and police
responses. Our close working partnership will lead to the proper decisions and ul�mately a fully opera�ng, cost
effec�ve public works improvement project.

TKE also understands the limits on the City’s b udget,
par�cularly funding. Because of the limited budget for City projects, it is vital to keep costs controlled. Our approach to controlling costs is to u�lize our considerable experience with design to assist in providing
constructability reviews an d cost es�ma�ng based on
current informa�on from our on -going and recently
completed projects.

D. RESOURCES
TKE’s project team is commited to providing services as presented herein. In addi�on, TKE maintains state of the art engineering resources that ensure complete
compa�bility with our client’s resources including
computer so�ware compa�bility, filing protocol,
communica�ons protocol, and survey data. Our office
loca�on in Riverside is close to the City and will permit TKE staff to respond to r equested for mee�ngs or field
inspec�ons within at a moment’s no�ce.

TKE’s commitment will ensure that all of the City’s needs are met. We strongly encourage the City to verify our
performance history with our references. Because of TKE proac�ve management approach, TKE rarely experiences
‘crisis’ project delivery needs. When requested by our clients, TKE adds resources, extended work hours,
develops an efficient implementa�on plan and other
efforts as needed.

E. SCOPE OF WORK
Scope of Professional Services is presented in the
following paragraphs:

TASK NO
. 1 I NITIAL ‘K ICK O FF ’

M EETING
Prior to commencement of services, TKE’s Project
Manager proposes to meet City staff to review project
obliga�ons and to discuss all pr oject requirements in
detail.

In addi�on, TKE will provide the City with monthly
progress reports in Microso� Project on the first week of each month. Also included is addi�onal coordina�on
mee�ng �me for up to 15 mee�ngs, as requested by the
City.

TASK NO
. 2 R ECORDS R ESEARCH
We will thoroughly research exis�ng u�lity records and
acquire copies of all available records. The purpose of the The TKE Team will work strategically to
ensure a viable financial plan for the City
of Colton is achieved with measurable
results.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 3| PROPOSED WORKPLAN
records research is to assemble survey records to
establish loca�ons of street centerlines, street rights -of- way, and easements and determine loca�ons of all
exis�ng u�li�es and improvements. The research will
consist of assembling copies of assessors’ maps, tract
maps, parcel maps, easement documents, monument
�es, benchmark data, corner records, street
improvement plans, and u�lity drawings. We will request the City provide copies of available per�nent City records, such as survey �es, benchmarks, and street, sewer, storm drain and/or water improvement plans.

We will no�fy Underground Service Alert to acquire a
complete list of underground u�lity purveyors. The u�lity drawings will include exis�ng drawings from the City, and drawings and/or atlas maps from all private u�lity
companies, and/or agencies. We will confer and
coordinate with the f ollowing agencies as well as any
addi�onal agencies listed in the Underground Service
Alert:

Δ Southern California Public Power Authority
Δ Frontier
Δ AT&T and SBC Phone Service
Δ Sprint
Δ Southern California Gas Co.,
Δ Spectrum
We will send first u�lity no�ce leters to all listed u�lity companies and agencies reques�ng their data. We will
maintain copies of the leters and correspondence for
future reference. We shall also provide the City with a complete copy of all correspondence with all u�lity
companies.

TASK NO
. 3 D ESIGN S URVEY
TKE will conduct conven�onal design surveys of the
project area due to the level of detail needed for precise grading design. Our field survey crews will collect
appropriate detail as required including 50 -foot cross sec�ons for surrounding streets and proposed parking
area, grades, trees over 2 -inches in diameter, buildings, walkways, sidewalks, driveways, curbs, guters, cross
guters, fire hydrants, water valves, manholes, water
meters, signs, street lights, power poles, fences,
structure, traffic signal poles and all other visible features.

Our crews will set 100 -foot sta�oning along street
centerlines and measure exis�ng topography at as
needed to provide sufficient level of detail for precise
design. The crew will also measure invert, top of cone and rim eleva�ons for all exis�ng manholes in the project area and invert and rim eleva�ons for all drainage facili�es.

The crew will set temporary benchmarks within the
project limits and each will be shown on the drawings.

TASK NO
. 4 B ASE C ONSTRUCTION

D RAWINGS
We will prepare the base construc�on drawings on 24” by 36” sheets with the City’s standard �tle block using
AutoCAD 2021 so�ware, at a drawing scale of 1”=20’. The base construc�on drawings will include a plan view based on the accumulated conven�onal survey data. We will
add the sheet north arrow, graphic scale, exis�ng
improvements and u�li�es (based on both assembled
records and field data), property lines, public and private right-of-way, easement areas, assessor parcel numbers,
street centerline, street names, building loca�ons, water service loca�on; sewer manhole lids and water valve lids; cross guters; driveways, pedestrian ramps; traffic stripes and legends; curb returns; details of private
improvements, fences, gates, irriga�on systems,
mailboxes, trees and landscaping, and survey data to the drawings. Once the base drawings are complete, we will perform a careful field review to ensure all underground facili�es are shown correctly.

T ASK NO
. 5 45% P RELIMINARY
P LANS
We will prepare a parking master layout for the Colton
Police Parking Lot Expansion. The mast er layout will
atempt to use all available areas to maximize parking
while being consistent with site circula�on needs and
emergency vehicle access. Using the data accumulated
during our design survey and the aforemen�oned base
construc�on drawings, parking layouts will be prepared.

In addi�on, we will have landscape and ligh�ng schemes
to coordinate with exis�ng parking lot themes. Landscape theme will include a typical site sec�on/eleva�on
showing landscape and hardscape treatment, plant
palete, materials and colors. Each alterna�ve will include a preliminary cost es�mate. A preliminary u�lity
reloca�on plan will be provided showing poten�al
facili�es requiring reloca�on.

TASK NO
. 6. PRESENTATION TO

C ITY S TAFF
A�er comple�ng alterna�ve development and a�er
landscape and ligh�ng themes have been established, we
propose to present the alterna�ves to the City. The
presenta�on will include sufficient handou t details to
properly advise staff of each alterna�ve, the number of

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 3| PROPOSED WORKPLAN
spaces each alterna�ve provides, es�mated construc�on
costs, circula�on advantages and disadvantages and the
recommended alterna�ve.

Upon comple�on of the presenta�on, we an�cipa te
receiving City comments for their desired alterna�ve. We will note all comments and assemble a list of minutes for distribu�on to mee�ng atendees.

TASK NO
. 7 75% D ESIGN PLAN
For the drawings, we will prepare a �tle sheet,
construc�on notes sheet, demoli�on plan sheet , survey
control sheet, grading sheet, storm drain sheet, landscape and irriga�on sheets, electrical, ligh�ng and conduit
sheets, and necessary detail sheets.

The �tle sheet shall include the �tle of the job, a vicinity map sh owing the City in rela�onship to surrounding
communi�es, a loca�on map showing the project limits, a list of abbrevia�ons used, benchmark data, general notes, construc�on notes and quan��es, an index for the
drawings, list of u�li�es with phone numbers, and
references on the City’s standard �tle block.

The construc�on note sheet will show general
construc�on notes and project specific requirements.

The demoli�on sheet will show exis�ng improvement
demoli�on including, limits of pavement rem oval,
deten�on basin removal, saw cu�ng loca�ons and limits
and concrete cross guters and curbs, if required trees and other landscaping. In addi�on, the plan will specify
reloca�on of private u�li�es and improvements and any
service abandonments and all facili�es and landscaping
requiring preserva�on.

Grading plan sheet will show final grades for all areas where improvements will be constructed together with
sufficient detail for connec�ng to exis�ng improvements.

Quan��es for construc� on of the improvements will be
specified and backup provided to the City for quan�ty
verifica�on.

Landscape sheets will show all proposed plan�ngs
including trees, shrubs, groundcover, etc. Landscaping shall screen trash enclosures and other improvements. In addi�on, plans will show hardscape layouts, garden walls, sidewalks, paths, etc.

Electrical, security and ligh�ng shall be designed for
street, parking, pedestrian, and plaza areas . Ligh�ng and conduit sheets will show all conduit systems for ligh�ng, IT, and future securi ty systems, signal, data, telephone, life safety electrical systems, connec�on to exis�ng
panels, California Title 24 requirements and necessary
details and specifica�ons for construc�on. Electrical
sheets will show all circuits, generators, panel schedules, ligh�ng schedules and necessary details and
specifica�ons for construc�on. Details include ligh�ng
fixture specifica�on such as types and dimensions.

For the specifica�ons, we will amend the City Standards
Technical Provisions as required for the projects. The construc�on specifica�ons will be prepared in Microso�
Word (20 10 Version) format in accordance with City
standards.

In addi�on, we will prepare quan�ty es�mates for all
proposed improvements prepared using an excel
spreadsheet showing an itemized construc�on cost
breakdown. Descrip�ons of work, unit prices, and
quan��es will be included in the spreadsheet.

A complete submital of drawings specifica�ons and
es�mates will be provided to the City.

TASK NO
. 8 75% D ESIGN R EVIEW

M EETING
A�er the City has completed its review of the 75% design, we will meet with City staff to acquire Staff’s comments.

TASK NO . 9 C OORDINATION WITH

U TILITIES
A�er preliminary design is complete, plans will be sent to agencies having facili�es in the project areas reques�ng that they verify their facili�es are shown correctly and that they furn ish any construc�on requirements they
desire. In par�cular, water u�lity system abandonment
requirements will be presented. We will highlight each agency’s facili�es and advise each of poten�al conflicts and reloca�on/abandonment requirements. We will
request that they respond within two weeks and we will
follow up with telephone calls to confirm all agency
requirements have been incorporated. We will document
all conferences with u�li�es and agencies and copy the
City of the correspondence.

TAS K NO
. 10 90% D ESIGN PLAN
90% design will include incorpora�on of City comments,
plans, specifica�ons, es�mates, drainage facili�es design, water quality improvements design, and any other issues requiring inclusion. 90% design will be submited with a project summary memorandum together with an
updated project schedule, and plan review
documenta�on.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 3| PROPOSED WORKPLAN
TASK NO . 11 90 %D ESIGN R EVIEW

M EETING
A�er the City has completed its review of the 90% design contract documents, we will meet with City staff to
acquire Staff’s comments.

TASK NO . 12 100 % F INAL D ESIGN
Final design will include incorpora�on of City comments, final plans, specifica�ons, es�mates, drainage facili�es
design, final water quality improvements design, and any other issues requiring inclusion. Final design will be submited with a project summary memorandum
together with an updated project schedule, and plan
review documenta�on.

TASK NO
. 13 F INAL C OORDINATION

WITH U TILITIES
A�er the final drawings are approved by the City, we will again submit them to all u�li�es having underground
facili�es in the project area reques�ng that they verify their facili�es are shown correctly and we will advise
them of the project construc�on schedule and reloca�on
requirements. In addi�on, we will coordinate final
reloca�on construc�on prior to project bidding. We will document all mee�ngs and conferences with u�li�es and
agencies.

F. QUALITY CONTROL

E FFECTIVE QA/QC
TKE takes pride in its reputa�on for thoroughness, rapid turnaround, cost efficiency and overall quality of work,
and believes th at a high level of quality is needed on all service provided by TKE. Key components of the Program include check lists, field reviews, and discussion with City staff. High quality services yield the following tangible results:

Δ Ease of oversight
Δ Smoother processing
Δ Minimal delays in the bidding phase
Δ Healthy number of bidders
Δ Consistent bids
Δ Minimized construction support cost
Δ Absence of design-related change orders
Δ Reduced claims and dispute resolution costs
TKE believes that the most successful quality assurance program is one that is applied inherently throughout the en�re process. This program requires not only formal
procedures for checking, but encourages the
conscien�ous effort of experienced people t o always
“think quality” in every task performed throughout the
design process. This program has become a natural
element in all aspects of TKE’s management ac�vi�es, and will guide all services provided by TKE.

Effec�ve QA/QC includes:

Δ Staff training and development
Δ Assignment of experienced staff
Δ Continuity of staffing
Δ Project-specific work plan
Δ Schedule compliance
Δ Comprehensive field review and compilation of
site data
Δ Established design procedures
Δ Established detailing standards
Δ Established checking procedures, including
independent in-house QA/QC review
Δ Dual (independent) quantity estimates
Δ Review by Constructability expert
TKE’s vast experience in design services and construc�on management, our knowledge of the City in general, as
well as all aspects of public works engineering projects, provides us with a dis�nct advantage to ensure the
project is completed on schedule and within budget.

TKE’s effec�ve management style and our inspectors’
knowledge of Public Works inspec�on projects enable
early iden�fica�on of design and construc�on errors
which helps expedite construc�on and keep our projects
within budget.

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton
SECTION 3| PROPOSED WORKPLAN
G. PROJECT SCHEDULE

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton
SECTION 3| PROPOSED WORKPLAN

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 4 | PROOF OF INSURANCE

SECTION 4 | PROOF OF INSURANCE

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Engineering Services RFP for City of Colton Police Parking Lot Expansion City of Colton

SECTION 13 | AGREEMENT FOR PROFESSIONAL SERVICES

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Total
Task No. Task Hours $ Hours $ Hours $ Hours $ Hours $ Hours $ $ $ 1 2 340$ 2 320$ -$ -$ 1 90$ -$ 750$ 2 Records Research -$ 2 320$ -$ 8 1,040$ 4 360$ -$ 1,720$ 3 Design Survey -$ -$ 2 340$ -$ -$ 8 2,000$ 2,340$ 4 Base Construction Drawings 2 340$ 2 320$ -$ 24 3,120$ -$ -$ 3,780$ 5 45% Preliminary Plans 2 340$ 4 640$ -$ 8 1,040$ -$ -$ 2,020$ 6 Presentation to City Staff 4 680$ 4 640$ -$ 2 260$ 2 180$ -$ 1,760$ 7 75% Design Plans 8 1,360$ 16 2,560$ -$ 40 5,200$ 16 1,440$ -$ 16,253$ 26,813$ 8 75% Design Review Meeting 2 340$ 2 320$ -$ -$ 1 90$ -$ 750$ 9 Coordination With Utilities -$ 2 320$ -$ 8 1,040$ 4 360$ -$ 1,720$ 10 90% Design 4 680$ 8 1,280$ -$ 24 3,120$ 8 720$ -$ 3,251$ 9,051$ 11 90% Design Review Meeting 2 340$ 2 320$ -$ -$ 1 90$ -$ 750$ 12 Final Design 2 340$ 4 640$ -$ 16 2,080$ 4 360$ -$ 2,167$ 5,587$ 13 Final Coordination With Utilities -$ 2 320$ -$ 8 1,040$ 4 360$ -$ 1,720$ Subtotal: 28 4,760$ 50 8,000$ 2 340$ 138 17,940$ 45 4,050$ 8 2,000$ 21,670$ 58,760$ Reimbursables (@3%)1.): 1,763$
Rates: Total: 60,523$
Project Manager 170$ /HR Notes: Rounded Total: 60,523$ Project Engineer 160$ /HR 1.) Reimbursables Include Cost for Prints, Copies, Mileage, Etc.

Director of Survey 170$ /HR 2.) Subconsultant Fees for Structural, Lighting, and Landscape Assistant Engineer/Designer 130$ /HR
Clerical 90$ /HR
2-Man Survey Crew 250$ /HR TKE Engineering, Inc.

Initial Kick Off Meeting
Survey Crew
Design
City of Colton
Police Parking Lot Expansion
Assistant
Engineer/Designer
Consulting Engineering Fee
Project Manager Project Engineer Clerical Dierctor of Survey

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ITEM NO. 10

STAFF REPORT

DATE: DECEMBER 3, 2024
TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS
FROM: BILL SMITH, CITY MANAGER
PREPARED BY: ROBERT DELOACH, INTERIM PUBLIC WORKS DIRECTOR SUBJECT: AWARD CONTRACT TO YODA PAINTING, INC. FOR THE ARPA

FUNDED GONZALES AND HUTTON CENTERS PAINTING
PROJECT.

RECOMMENDED ACTION

Staff recommends that the City Council take the following action:

1. Authorize a contract with Yoda Painting Inc. for the American Rescue Plan Act (ARPA) Funded Gonzales and Hutton Center Painting Project in the amount of $119,000.00.

2. Authorize the City Manager to execute the contract with Yoda Painting Inc.

BACKGROUND

The Frank A. Gonzales Community Center building, located at 670 Colton Avenue, and the Lawrence Hutton Community Center b uilding, located at 660 Colton Avenue, have experienced painting oxidation over the years due to their exposure to the elements and normal use, wear and tear.

There is a need to repaint both buildings , and American Rescue Plan Act (ARPA) funding has been allocated to fund the repaint work. The Scope of Work shall include painting of all interior and exterior surfaces of both buildings, walls, ceilings, cabinets, railings, doors, and window frames.

Staff has prepared plans and specifications for the project.

ISSUES/ANALYSIS

10 Packet Pg. 333
Staff Report to the Mayor and City Council
Contract Award - Yoda Painting Inc.

December 3, 2024

In accordance with Colton Municipal Code (CMC) Section 3.08.090, City Public Works Staff prepared Notice Inviting Bids (NIB) to formally bid the project. Staff sent out requests to publish in the newspaper, The Press -Enterprise, for the dates of 10/21/24 and 10/28/24. Staff included an optional bid item in the NIB due to funding limitations and the potential for bids to come over the allocated funding.

The bid opening was held on Thursday, November 7, 2024 at 3:00 P.M. The bid t abulation results are shown in the table below:

After reviewing the bids, even with the additional optional bid, the lowest responsive bidder is Yoda Painting, Inc. at a total combined bid amount of $119,000.00. Staff checked references and further recommends the City Council award the project contract to Yoda Painting, Inc.

FISCAL IMPACTS

The total contract amount is $119,000.00. Sufficient appropriations for the ARPA Funded Gonzales Center and H utton Center Painting Project are budgeted and available in the FY2024 - 25 budget in the Local Fiscal Recovery Fund Building Account Number 219-2461-1000-4950- 0000-000.

ALTERNATIVES

1. Provide alternative direction to staff.

ATTACHMENT

1. Exhibit A - Contract
10 Packet Pg. 334
23152.04000\42402756.1

CITY OF COLTON

CONSTRUCTION CONTRACT
FRANK A. GONZALES COMMUNITY AND LAWRENCE HUTTON COMMUNITY CENTERS

PAINTING PROJECT

1. PARTIES AND DATE.

This Contract is made and entered into this 3rd Day of December, 2024 by and between the City of Colton, a municipal corporation organized under the laws of the State of California with its principal place of business at 650 North La Cadena Drive, Colton, California 92324 , County of San Bernardino, State of California (“City”) and Yoda Painting Inc., a Corporation with its principal place of business at P.O. Box 6024 Hayward, CA 94540 (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Contract.

2. RECITALS.

2.1 City. City is a public agency organized under the laws of the State of California, with power to contract for services necessary to achieve its purpose.

2.2 Contractor. Contractor desires to perform and assume responsibility for the provision of certain construction services required by th e City on the terms and conditions set forth in this Contract. Contractor represents that it is duly licensed and experienced in providing interior and exterior building surface painting related construction services to public clients, that it and its emp loyees or subcontractors have all necessary licenses and permits to perform the services in the State of California, and that it is familiar with the plans of City. The following license classifications are required for this Project: Class “B” or Class “C33”.

2.3 Project. City desires to engage Contractor to render such services for the Frank A. Gonzales Community and Lawrence Hutton Community Centers Painting Project (“Project”) as set forth in this Contract.

2.4 Project Documents & Certifications . Contractor h as obtained, and delivers concurrently herewith , Performance Bond, Payment Bond, Insurance Documents and other Certifications as required by the Contract.

3. TERMS

3.1 Incorporation of Documents . This Contract includes and hereby incorporates in full by referenc e the following documents, including all exhibits, drawings, specifications and documents therein, and attachments and addenda thereto:
 Services/Schedule (Exhibit “A”)
 Plans and Specifications (Exhibit “B”)
 Special Conditions (Exhibit “C”)
 Contractor’s Certificate Regarding Workers’ Compensation (Exhibit “D”)  Public Works Contractor Registration Certification (Exhibit “E”)  Payment and Performance Bonds (Exhibit “F”)
 Federal Requirements (Exhibit “G”)
 Addenda
 Change Orders executed by the City

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Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) 23152.04000\42402756.1

2  Latest Edition of the Standard Specifications for Public Works Construction (The Greenbook), Excluding Sections 1-9
 Notice Inviting Bids, if any
 Instructions to Bidders, if any
 Contractor’s Bid

3.1.1 Precedence. To the extent there is a conflict between any portions of this Contract, the order of precedence shall be as follows: change orders, special conditions, technical specifications, plans/construction drawings, general contract terms, scope of work, standard plans, advertisements for bid/proposals, bids/proposals or oth er documents submitted by Contractor.

3.2 Contractor’s Basic Obligation; Scope of Work . Contractor promises and agrees, at its own cost and expense, to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work nec essary to fully and adequately complete the Project, including all structures and facilities necessary for the Project or described in the Contract (hereinafter sometimes referred to as the “Work”), for a Total Contract Price as specified pursuant to this Contract. All Work shall be subject to, and performed in accordance with the above referenced documents, as well as the exhibits attached hereto and incorporated herein by reference. The plans and specifications for the Work are further described in Exhibit “B” attached hereto and incorporated herein by this reference. Special Conditions, if any, relating to the Work are described in Exhibit “C” attached hereto and incorporated herein by this reference.

3.2.1 Change in Scope of Work . Any change in the scope o f the Work, method of performance, nature of materials or price thereof, or any other matter materially affecting the performance or nature of the Work shall not be paid for or accepted unless such change, addition or deletion is approved in advance and in writing by a valid change order executed by the City.

3.2.1.1 Change Orders. Changes to the Contract Time (as defined in Section 3.3) or Total Contract Price shall be in the form of a written Change Order, either signed by both parties or issued unilaterally by the City. No adjustment shall be made to the Contract Time unless the delay impacts the critical path to completion and the delay was not caused in whole or in part by the Contractor. Failure to timely request a Change Order shall constitute a waiver of any right to adjust the Contract Time or the Total Contract Price. All requests for Change Orders shall be accompanied by detailed supporting documentation, including but not limited to payroll records, invoices, schedules, and any other documentation reques ted by the City for the purpose of determining the additional costs or the impact of any delay. If the change involves Work bid at a unit price, then the Total Contract Price shall be increased at the unit price. If there is no unit price, then the Total C ontract Price shall be adjusted to account for costs actually incurred plus an allowed mark-up of fifteen percent (15%), which shall constitute the entire amount of profit, mark-ups, field or home office overhead costs, including personnel, equipment or office space, any materials, or any costs of equipment idle time for such work. Nothing herein shall prevent the Parties from agreeing to a lump sum cost.
(A) Changes Ordered By City. City may at any time issue a written directive ordering additions, deletions, or changes to the Work. Contractor shall proceed with the work in accordance with the directive. To the extent the directive results in extra work or requires additional Contract Time, Contractor shall request a Change Order within seven (7) days of receiving the Work Directive. If any costs are not capable of being determined within

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3 seven (7) days, then Contractor shall request a Change Order within seven (7) days of when the costs are capable of being determined. (B) Changes Requested By Contractor. With respect to any matter that may involve or require an adjustment to the Contract Time or the Contract Price, Contractor shall provide written notice of the underlying facts and circumstances that gave rise to the potential change within seven (7) days or prior to the alteration of conditions, whichever is earlier. Failure to give notice shall constitute a waiver of Contractor’s right to a change order. If any costs are not capable of being determined within seven (7) days, then Contractor shall request a Change Order within seven (7) days of when the costs are capable of being determined.

3.2.2 Substitutions/”Or Equal ”. Pursuant to Public Contract Code Section 3400(b), the City may make a finding that designates certain products, things, or services by specific brand or trade name. Unless specifically designated in this Contract, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the p urpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.”
Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in this Contract. However, the City may have adopted certain uniform standards for certain materials, processes and articles. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal ” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with Contractor.

The City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from Contractor statin g that, and describing how, the substituted “or equal” material, process or article is equivalent to that specified in every way except as listed on the affidavit.

Substantiating data shall include any and all illustrations, specifications, and other rele vant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to the City in a timely fashion will result in the rejection of the proposed substitution.

Contractor shall bear all of the City’s costs associated with the review of substitution requests. Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.

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4 3.3 Period of Performance and Liquidated Damages . Contractor shall perform and complete all Work under this Contract within 60 Working days, beginning the effective date of the Notice to Proceed (“Contract Time”). Contractor shall perform its Work in strict accordance with any completion schedule, construction schedule or project milestones developed by the City.

Such schedules or milestones may be included as part of Exhibits “A” or “B” attached hereto, or may be provided separately in writing to Contractor. Contractor agrees that if such Work is not completed within the aforementioned Contract Time and/or pursuant to any such comp letion schedule, construction schedule or project milestones developed pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay t o the City as fixed and liquidated damages the sum of One-Hundred Dollars ($100) per day for each and every calendar day of delay beyond the Contract Time or beyond any completion schedule, construction schedule or Project milestones established pursuant to the Contract.

3.4 Standard of Performance; Performance of Employees . Contractor shall perform all Work under this Contract in a skillful and workmanlike manner, and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Work. Contractor warrants that all employees and subcontractors shall have sufficient skill and experi ence to perform the Work assigned to them. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Work, including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Contract. As provided for in the indemnification provisions of this Contract, Contractor shall perform, at its own cost and expense and without reimbur sement from the City, any work necessary to correct errors or omissions which are caused by Contractor’s failure to comply with the standard of care provided for herein. Any employee who is determined by the City to be uncooperative, incompetent, a threat to the safety of persons or the Work, or any employee who fails or refuses to perform the Work in a manner acceptable to the City, shall be promptly removed from the Project by Contractor and shall not be re-employed on the Work.

3.5 Control and Payment of Su bordinates; Contractual Relationship . City retains Contractor on an independent contractor basis and Contractor is not an employee of City. Any additional personnel performing the work governed by this Contract on behalf of Contractor shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance under this Contract and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, and workers’ compensation insurance.

3.6 City’s Basic Obligation . City agrees to engage and do es hereby engage Contractor as an independent contractor to furnish all materials and to perform all Work according to the terms and conditions herein contained for the sum set forth above. Except as otherwise provided in the Contract, the City shall pay to Contractor, as full consideration for the satisfactory performance by Contractor of the services and obligations required by this Contract, the below - referenced compensation in accordance with compensation provisions set forth in the Contract.

3.7 Compensation and Payment.

3.7.1 Amount of Compensation . As consideration for performance of the Work required herein, City agrees to pay Contrac tor the Total Contract Price of One-Hundred

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5 and Nineteen Dollars ($ 119,000.00) (“Total Contract Price”) provided that such amount shall be subject to adjustment pursuant to the applicable terms of this Contract or written change orders approved and signed in advance by the City.

3.7.2 Payment of Compensation. If the Work is scheduled for completion in thirty (30) or less calendar day s, City will arrange for payment of the Total Contract Price upon completion and approval by City of the Work. If the Work is scheduled for completion in more than thirty (30) calendar days, City will pay Contractor on a monthly basis as provided for herein.

On or before the fifth (5th) day of each month, Contractor shall submit to the City an itemized application for payment in the format supplied by the City indicating the amount of Work completed since commencement of the Work or since the last progres s payment. These applications shall be supported by evidence which is required by this Contract and such other documentation as the City may require. The Contractor shall certify that the Work for which payment is requested has been done and that the ma terials listed are stored where indicated. Contractor may be required to furnish a detailed schedule of values upon request of the City and in such detail and form as the City shall request, showing the quantities, unit prices, overhead, profit, and all o ther expenses involved in order to provide a basis for determining the amount of progress payments.

3.7.3 Prompt Payment . City shall review and pay all progress payment requests in accordance with the provisions set forth in Section 20104.50 of the California P ublic Contract Code. However, no progress payments will be made for Work not completed in accordance with this Contract. Contractor shall comply with all applicable laws, rules and regulations relating to the proper payment of its employees, subcontractors, suppliers or others.

3.7.4 Contract Retentions . From each approved progress estimate, five percent (5%) will be deducted and retained by the City, and the remainder will be paid to Contractor. All Contract retention shall be released and paid to Contractor and subcontractors pursuant to California Public Contract Code Section 7107.

3.7.5 Other Retentions . In addition to Contract retentions, the City may deduct from each progress payment an amount necessary to protect City from loss because of:
(1) liquidated damages which have accrued as of the date of the application for payment; (2) any sums expended by the City in performing any of Contractor’s obligations under the Contract which Contractor has failed to perform or has performed inadequately; (3) defective Work not remedied; (4) stop notices as allowed by state law; (5) reasonable doubt that the Work can be completed for the unpaid balance of the Total Contract Price or within the scheduled completion date; (6) unsatisfactory prosecution of the Work by Contract or; (7) unauthorized deviations from the Contract; (8) failure of Contractor to maintain or submit on a timely basis proper and sufficient documentation as required by the Contract or by City during the prosecution of the Work; (9) erroneous or false estim ates by Contractor of the value of the Work performed; (10) any sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Contract; and (11) any other sums which the City is entitled to recover from Contractor under the terms of the Contract or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City’s right to such sums.

3.7.6 Substitutions for Contract Retentions . In accordance with California Public Contract Code Section 22300, the City will permit the substitution of securities for any monies withheld by the City to ensure performance under the Co ntract. At the request and expense of Contractor, securities equivalent to the amount withheld shall be deposited with the City, or with a state or federally chartered bank in California as the escrow agent, and thereafter

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6 the City shall then pay such monies to Contractor as they come due. Upon satisfactory completion of the Contract, the securities shall be returned to Contractor. For purposes of this Section and Section 22300 of the Public Contract Code, the term “satisfactory completion of the contract” shall mean the time the City has issued written final acceptance of the Work and filed a Notice of Completion as required by law and provisions of this Contract. Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon.

The escrow agreement used for the purposes of this Section shall be in the form provided by the City.

3.7.7 Payment to Subcontractors. Contractor shall pay all subcontractors for and on account of work performed by such subcontractors in accordance with the terms of their respective subcontracts and as provided for in Section 7108.5 of the California Business and Professions Code. Such payments to subcontractors shall be based on the measurements and estimates made and progress payments provided to Contractor pursuant to this Contract.

3.7.8 Title to Work. As security for partial, progress, or other payments, title to Work for which such payments are made shall pass to the City at the time of payment. To the extent that title has not previously been vested in the City by reason of payments, full title shall pass to the City at delivery of the Work at the destination and time specified in this Contract. Such transferred title shall in each case be good, free and clear from an y and all security interests, liens, or other encumbrances. Contractor promises and agrees that it will not pledge, hypothecate, or otherwise encumber the items in any manner that would result in any lien, security interest, charge, or claim upon or again st said items. Such transfer of title shall not imply acceptance by the City, nor relieve Contractor from the responsibility to strictly comply with the Contract, and shall not relieve Contractor of responsibility for any loss of or damage to items.

3.7.9 Labor and Material Releases. Contractor shall furnish City with labor and material releases from all subcontractors performing work on, or furnishing materials for, the Work governed by this Contract prior to final payment by City.

3.8 Labor

3.8.1 Prevailing Wages . Con tractor is aware of the requirements of California Labor Code Section 1720 et seq., and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates an d the performance of other requirements on “public works ” and “maintenance” projects. Since the Work is being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and SINCE the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Contract. Contractor shall make copies of t he prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Work available to interested parties upon request, and shall post copies at Contractor’s principal place of business and at the project site. Cont ractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. Contractor and any subcontractor shall forfeit a penalty of up to $200 per calendar day or portion thereof for each worker paid less than the prevailing wage rates.

3.8.2 Apprenticeable Crafts . When Contractor employs workmen in an apprenticeable craft or trade, Contractor shall comply with the provisions of Section 1777.5 of the

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7 California Labor Code with respect to the employment of properly registered apprentices upon public works. The primary responsibility for compliance with said section for all apprenticeable occupations shall be with Contractor. The Contractor or any subcontractor that is determined by the Labor Commissioner to have knowingly violated Section 1777.5 shall forfeit as a civil penalty an amount not exceeding $100 for each full calendar day of noncompliance, or such greater amount as provided by law.

3.8.3 Hours of Work . Contractor is advised that eight (8) hours labor constitutes a legal day’s work. Pursuant to Section 1813 of the California Labor Code, Contractor shall forfeit a penalty of $25.00 per worker for each da y that each worker is permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week, except when payment for overtime is made at not less than one and one -half (1-1/2) times the basic rate for that worker.

3.8.4 Payroll Records . Contractor and each subcontractor shall keep an accurate payroll record, showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him or her in connection with the public work. The payroll records shall be certified and shall be available for inspection at all reasonable hours at the principal office of Contrac tor in the manner provided in Labor Code section 1776. In the event of noncompliance with the requirements of this section, Contractor shall have 10 days in which to comply subsequent to receipt of written notice specifying in what respects such Contractor must comply with this section. Should noncompliance still be evident after such 10-day period, Contractor shall, as a penalty to City, forfeit not more than $100.00 for each calendar day or portion thereof, for each worker, until strict compliance is effectuated. The amount of the forfeiture is to be determined by the Labor Commissioner. A contractor who is found to have violated the provisions of law regarding wages on Public Works with the intent to defraud shall be ineligible to bid on Public Works contracts for a period of one to three years as determined by the Labor Commissioner. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payments then due. The responsibility for compliance with this section is on Contractor.

In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the DIR on a weekly basis and in the f ormat prescribed by the DIR, which may include electronic submission. The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that i s exempt pursuant to the small project exemption specified in Labor Code Section 1771.4.

3.8.5 Contractor and Subcontractor Registration . Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. Contractor is directed to review, fill out and execute the Public Works Contractor Registration Certification attached hereto as Exhibit “E” prior to contract execution. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code Sections 1725.5 and 1771.1 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Sections 1725.5 and 1771.1.

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8 3.8.6 Labor Compliance; Stop Orders. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Con tractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City.

Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor.

3.9 Performance of Work; Jobsite Obligations.

3.9.1 Water Quality Management and Compliance.

3.9.1.1 Water Quality Management and Compliance . Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules a nd regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter -Cologne Water Quality Control Act (Cal Water Code §§ 13000 -14950); local ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter -Cologne Water Quality Control Act, to any ground or surface water in the State.

3.9.1.2 Compliance with the Statewide Construction General Permit .

Contractor shall comply with all conditions of the most recent iteration of the National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, issued by the California State Water Resources Control Board (“Permit”). It shall be Contractor’s sole responsibility to file a Notice of Intent and procure coverage under the Permit for all construction activity which results in the disturbance of more than one acre of total land area or which is part of a larger common area of development or sale. Prior to initiating work, Contractor shall be solely responsible for pr eparing and implementing a Storm Water Pollution Prevention Plan (SWPPP) as required by the Permit. Contractor shall be responsible for procuring, implementing and complying with the provisions of the Permit and the SWPPP, including the standard provisions, and monitoring and reporting requirements as required by the Permit. The Permit requires the SWPPP to be a “living document” that changes as necessary to meet the conditions and requirements of the job site as it progresses through difference phases of construction and is subject to different weather conditions. It shall be Contractor ’s sole responsibility to update the SWPPP as necessary to address conditions at the project site.

Without in any way diminishing Contractor's sole responsibility for obtaining coverage under, and complying with, the Permit, the City will use reasonable efforts to assist Contractor in filing the Notice of Intent when the City's participation is required by the Permit.

3.9.1.3 Other Water Quality Rules , Regulations, and Policies .

Contractor shall comply with the lawful requirements of the Environmental Protection Agency, the State Water Resources Control Board, the Santa Ana Regional Water Quality Control Board, and the City, as well as any other applicable municipality, drainage district, or local agency regarding discharges of storm water to separate storm drain systems or other watercourses under their jurisdiction, including applicable requirements in municipal storm water management programs.

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9 3.9.1.4 Cost of Compliance. Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, hereby acknowledges that it has investigated the risk arising from such waters and assumes any and all risks and liabilities arising therefrom.

3.9.1.5 Liability for Non-Compliance. Failure to comply with the Permit is a violation of federal and state law. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to defend, indemnify and hold harmless the City and its directors, officials, officers, employees, volunteers and agents for any alleged violations of this Section

3.9.1.5, including the Permit or any of the laws, rules, regulations and policies provided for herein..

In addition, City may seek damages from Contractor for any delay in completing the Work in accordance with the Contract, if such delay is caused by or related to Contractor ’s failure to comply with the Permit.

3.9.1.6 Reservation of Right to Defend. City reserves the right to defend any enforcement action brought against the City for Contractor’s failure to comply with the Permit or any other relevant water quality law, regulation, or policy. Pursuant to the indemnification provisions of this Contract, Contractor hereby agrees to be bound by, and to re imburse the City for the costs (including the City’s attorney ’s fees) associated with, any settlement reached between the City and the relevant enforcement entity.

3.9.1.7 Training. In addition to the standard of performance requirements set forth in paragraph 3.4 , Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform t he work assigned to them without impacting water quality in violation of the laws, regulations and pol icies described in paragraph 3.9.1. Contractor further warrants that it, its employees and subcontractors will receive adequate training, as determined by City, regarding the requirements of the laws, regulations and policies described in paragraph 3.9.1 as they may relate to the Work provided under this Contract.

Upon request, City will provide the Contractor with a list of training programs that meet the requirements of this paragraph.

3.9.2 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. Contractor shall comply with the requirements of the specifications relating to safety measures applicable in particular operations or kinds of work. In carrying out its Work, Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the Work and the conditions under which the Work is to be performed. Safety precautions as applicable sh all include, but shall not be limited to, adequate life protection and life saving equipment; adequate illumination for underground and night operations; instructions in accident prevention for all employees, such as machinery guards, safe walkways, scaffolds, ladders, bridges, gang planks, confined space procedures, trenching and shoring, fall protection and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and adequate facilities for the proper inspection and maintenance of all safety measures. Furthermore, Contractor shall prominently display the names and telephone numbers of at least two medical doctors practicing in the vicinity of the Project, as well as the telephone number of the local ambulance service, adjacent to all telephones at the Project site.

3.9.3 Laws and Regulations. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Contract or the Work, including all Cal/OSHA requirements, and shall give

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10 all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with the Work. If Contractor observes that t he drawings or specifications are at variance with any law, rule or regulation, it shall promptly notify the City in writing. Any necessary changes shall be made by written change order. If Contractor performs any work knowing it to be contrary to such l aws, rules and regulations and without giving written notice to the City, Contractor shall be solely responsible for all costs arising therefrom. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Contract to the same extent as though set forth herein and will be complied with. Contractor shall defend, indemnify and hold City, its officials, directors, officers, employees and agents free and harmless, pursuant to the indemnification provisions of this Contract, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.9.4 Permits and Licenses. Contractor shall be responsible for securing City permits and licenses necessary to perform the Work described herein, including, but not limited to, a City Business License. While Contractor will not be charged a fee for any City permits, Contractor shall pay the City’s applicable business license fee. Any ineligible contractor or subcontractor pursuant to Labor Code Sections 1777.1 and 1777.7 may not perform work on this Project.

3.9.5 Trenching Work. If the Total Contract Price exceeds $25,000 and if the Work governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth, Contractor shall comply with all applicable pr ovisions of the California Labor Code, including Section 6705. To this end, Contractor shall submit for City’s review and approval a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from t he hazard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer.

3.9.6 Hazardous Materials and Differing Conditions. As required by California Public Contract Code Section 7104, if this Contract involves digging trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material discovered in excavation that Contractor believes to be a hazardous waste that is required to be removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at the site differing from those indicated by City; and (3) unknown physical conditions of an unusual nature at the site, significantly different from those ordinarily encountered in such contract work. Upon notification, City shall promptly investigate the conditions to determine whether a change order is appropriate.

In the event of a dispute, Contractor shall not be excused from any scheduled completion date and shall proceed with all Work to be performed under the Contract, but shall retain all rights provided by the Contract or by law for making protests and resolving the dispute.

3.9.7 Underground Utility Facilities. To the extent required by Section 4215 of the California Government Code, City shall compensate Contractor for the costs of: (1) locating and repairing damage to undergr ound utility facilities not caused by the failure of Contractor to exercise reasonable care; (2) removing or relocating underground utility facilities not indicated in the construction drawings; and (3) equipment necessarily idled during such work. Contractor shall not be assessed liquidated damages for delay caused by failure of City to provide for removal or relocation of such utility facilities.

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11 3.9.8 Air Quality.

3.9.8.1 Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the South Coast Air Quality Management District (SCAQMD) and/or California Air Resources Board (CARB). Although the SCAQMD and CARB limits and requirements are more broad, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by SCAQMD and CARB to include any item of equipment with a fuel -powered engine. Contractor s hall indemnify City against any fines or penalties imposed by SCAQMD, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is respo nsible under its indemnity obligations provided for in this Contract.

3.9.8.2 Contractor shall comply, and ensure all subcontractors comply, with all applicable requirements of Title 13, California Code of Regulations Division 3, Chapter 9 (“Regulation”).

3.9.8.3 Throughout the Project, and for three (3) years thereafter, Contractor shall make available for inspection and copying any and all documents or information associated with Contractor’s and any subcontractors’ fleet including, without limitation, all Certificates of Reported Compliance, fuel/refueling records, maintenance records, emissions records, and any other information the Contractor is required to produce, keep or maintain pursuant to the Regulation upon two (2) calendar days’ notice from the City.

3.9.9 State Recycling Mandates. Contractor shall comply with State Recycling Mandates. Any recyclable materials/debris collected by the contractor that can be feasibly diverted via reuse or recycling must be hauled by the appropriate handler for reuse or recycling.

3.9.10 Inspection Of Site . Contractor has visited sites where Work is to be performed and has become acquainted with all conditions affecting the Work. Contractor warrants that it has made such examinations as it deems necessary to determine the condition of the Work sites, its accessibility to materials, workmen and equipment, and to determine the Contractor’s ability to protect existing surface and subsurface improvements. No claim for allowances–time or money–will be allowed as to such matters.

3.9.11 Field Measurements. Contractor shall make field measurements, verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract Documents before commencing activities.

Errors, inconsistencies or omissions discovered shall be reported to the City immediately and prior to performing any work or altering the condition.

3.10 Completion of Work. When Contractor determines that it has completed the Work required herein, Contractor shall so notify City in writing and shall furnish all labor and material releases required by this Contract. City shall thereupon inspect the Work. If the Work is not acceptable to the City, the City shall indicate to Contractor in writing the specific portions or items of Work which are unsatisfactory or incomplete. Once Contractor determines that it has completed the incomplete or unsatisfactory Work, Contractor may request a re-inspection by the City. Once the Work is acceptable to City, City shall pay to Contractor the Total Contract Price remaining to be paid, less any amount which City may be authorized or directed by law to retain.

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12 Payment of retention proceeds due to Contractor shall be made in accordance with Section 7107 of the California Public Contract Code.

3.11 Claims; Government Code Claim Compliance.

3.11.1 Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitr ation to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims.

The intent of this Sect ion is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Section shall be construed to be consistent with said statutes.

3.11.2 The following requirements apply to all contracts entered into after January 1, 1991, and all claims to which this section applies:

3.11.2.1 Prerequisites. If any dispute shall arise between the City and Contractor regarding performance of the work, or any alleged change in the work, Contractor shall timely perform the disputed work and shall give w ritten notice of a claim for additional compensation for the work to the City within three (3) days after commencement of the disputed work. Contractor ’s failure to give written notice within the three (3) -day period constitutes an agreement by Contractor that it will receive no extra compensation for the disputed work and shall constitute a waiver of the right to these procedures.

3.11.2.2 Claim Submittal. For purposes of this section, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with the terms of this Contract has been denied by the City, for (A) a time extension, (B) payment of money or damages arising from Work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the City. Claims governed by this section may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order, including but not necessarily limited to the change order procedures contained herein, and Contractor’s request for a change has been denied in whole or in part. The claim shall be submitted in writing to the City and shall include on its first page the following in 16 point c apital font: “THIS IS A CLAIM.” Claims governed by this procedure must be filed on or before the date of final payment. Nothing in this section is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed conditions. Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.

3.11.2.3 Supporting Documentation : The Contractor shall submit all claims in the following format:
(1) Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
(2) List of documents relating to claim:
(A) Specifications

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13 (B) Drawings
(C) Clarifications (Requests for Information)
(D) Schedules
(E) Other
(3) Chronology of events and correspondence
(4) Analysis of claim merit
(5) Analysis of claim cost
(6) Time impact analysis in CPM format

3.11.2.4 City’s Response . Upon receipt of a claim pursuant to thi s section, 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. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the public entity issues its written statement. (1) If the City needs approval from the City Council to provide the Contractor a written statement identifying the disputed port ion and the undisputed portion of the claim, and the City Council 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 City Council after the 45 -day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.
(2) Within 30 days of receipt of a claim, the City may request in writing additional documentation supporting the claim or relating to defenses or claims the City may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor.
(3) The City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $50,000, withi n 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

3.11.2.5 Meet and Confer. If the Contractor dis putes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand an informal conference to

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14 meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

3.11.2.6 Mediation. 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 Contractor 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 City issues its written statement.

Any disputed portion of the claim, as identified by the con tractor 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, unless the parties agree to select a mediator at a later time.
(1) 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. (2) 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.
(3) Unless otherwise agreed to by the City and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(4) The mediation shall be held no earlier than the date the Contractor completes the Work or the date that the Contractor last performs Work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.
(5) If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivisio n (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference or mediation.

3.11.2.7 Civil Actions. The following procedures are established for all civil actions filed to resolve claims subject to this section:

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15 (1) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non - binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of these procedures.. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.
(2) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration.
(A) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees unde r that chapter, also pay the attorney’s fees on appeal of the other party.

3.11.2.8 Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Section 900, et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code clai m is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the City may be filed. A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the Project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.

3.11.2.9 City’s Responses. The City’s failure to respond to a claim from the Contractor within the time periods described in this section or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. City’s failure to respond shall not waive City’s rights to any subsequent procedures for the resolution of disputed claims.

3.12 Loss and Damage. Except as may otherwise be limited by law, Contractor shall be responsible for all loss and damage which may arise out of the nature of the Work agreed to

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16 herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Work until the same is fully completed and accepted by City. In the event of damage proximately caused by an Act of God, as defined by Section 7 105 of the Public Contract Code, the City may terminate this C ontract pursuant to Section 3.18 .3; provided, however, that the City needs to provide Contractor with only one (1) day advanced written notice.

3.13 Indemnification.

3.13.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its officials, employees, agents and volunteers free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, (collectively, “Claims”) in any ma nner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Contractor’s services, the Project or this Contract, including without limitation the payment of all expert witness fees, attorneys’ fees, and other related costs and expenses.

Notwithstanding the foregoing, to the extent required by Civil Code section 2782, Contractor’s indemnity obligation shall not apply to liability for damages for death or bodily injury to persons, injury to property, or any other loss, damage or expense arising from the sole or active negligence or willful misconduct of the City or the City’s agents, ser vants, or independent contractors who are directly responsible to the City, or for defects in design furnished by those persons.

3.13.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor’s own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against City or its officials, employees, agents and volunteers. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City or its of ficials, employees, agents and volunteers as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by City or its officials, employees, agents and volunteers a s part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City’s attorney’s fees and costs, including expert witness fees. Contractor shall reimburse City and its officials, employees, agents and volunteers, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor’s obligation to indemnify shall survive expiration or termination of this Contract, and shall not be restricted to insurance proceeds, if any, received by the City, its officials, employees, agents and volunteers.

3.14 Insurance.

3.14.1 Time for Compliance. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Contractor shall not allow any subcontractor to commence work on any subcontract until it has provided evidence satisfactory to the City that the subcontractor has secured all insuran ce required under this section. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause.

3.14.2 Minimum Requirements. Contractor shall, at its expense, procure and maintain for the duration of th e Contract insurance against claims for injuries to persons or

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17 damages to property which may arise from or in connection with the performance of the Work hereunder by Contractor, its agents, representatives, employees or subcontractors. Contractor shall also require all of its subcontractors to procure and maintain the same insurance for the duration of the Contract. Such insurance shall meet at least the following minimum levels of coverage:

3.14.2.1 Minimum Scope of Insurance . Coverage shall be at least as broad as the latest version of the following: (1) General Liability: Insurance Services Office Commercial General Liability coverage (occurrence form CG 00 01) OR Insurance Services Office Owners and Contractors Protective Liability Coverage Form (CG 00 09 11 88) (coverage for operations of designated contractor); (2) Automobile Liability: Insurance Services Office Business Auto Coverage form number CA 00 01, code 1 (any auto); (3) Workers’ Compensation and Employer’s Liability: Workers’ Compensation insurance as required by the State of California and Employer’s Liability Insurance; and (4) Builders’/All Risk: Builders’/All Risk insurance covering for all risks of loss, including explosion, collapse, underground excavation and removal of lateral support (and including earthquakes and floods if requested by the City). Policies shall not contain exclusions contrary to this Contract, including but not limited to endorsements or provisions limiting coverage for (1) contractual liability (including but not limited to ISO CG 24 26 or 21 29); or (2) cross liability for claims or suits by one insured against another.

3.14.2.2 Minimum Limits of Insurance . Contractor shall maintain limits no less than: (1) General Liability: $1,000,000 MINIMUM per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability Insurance or other form with a general aggregate limit is used including, but not limited to, form CG 2503, either the general aggregate limit shall apply separately to this Contract/location or the general aggregate limit shall be twice the required occurrence limit; (2) Automobile Liability: $1,000,000 MINIMUM per accident for bodily injury and property damage; (3) Workers’ Compensation and Employer ’s Liability:

Workers’ compensation limits as required by the Labor Code of the State of California. Employer’s Liability limits of $1,000,000 MINIMUM each accident, policy limit bodily injury or disease, and each employee bodily injury or disease; and (4) Builders’/All Risk: Completed value of the project.

Defense costs shall be available in addition to the limits. Notwithstanding the minimum limits specified herein, any available coverage shall be provided to the parties required to be named as additional insureds pursuant to this Contract.

3.14.2.3 Notices; Cancellation or Reduction of Coverage. At least fifteen (15) days prior to the expiration of any such policy, evidence showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or materially reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. In the event any policy of insurance required under this Contract does not comply with these specifications or is canceled and not replaced, the City has the right but not the duty to obtain the insur ance it deems necessary and any premium paid by the City will be promptly reimbursed by Contractor or the City may withhold amounts sufficient to pay premium from Contractor payments. In the alternative, the City may suspend or terminate this Contract.

3.14.3 Insurance Endorsements . The insurance policies shall contain the following provisions, or Contractor shall provide endorsements (amendments) on forms supplied or approved by the City to add the following provisions to the insurance policies:

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18 3.14.3.1 General Liability. The general liability policy shall include or be endorsed (amended) to state that: (1) using ISO CG forms 20 10 and 20 37, or endorsements providing the exact same coverage, the City of Colton, its directors, officials, officers, employees, agents and volunteers shall be covered as additional insureds with respect to the Services or ongoing and completed operations performed by or on behalf of Contractor, including materials, parts or equipment furnished in connection with such work; and (2) using ISO form 20 01, or endorsements providing the exact same coverage, the insurance coverage shall be primary insurance as respects the City, its directors, officials, officers, employees, agents and volunteers, or if excess, shall stand in an unbroken chain of c overage excess of Contractor’s scheduled underlying coverage. Any excess insurance shall contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City, before the City’s own primary insurance or self-insurance shall be called upon to protect it as a named insured. Any insurance or self -insurance maintained by the City, its directors, officials, officers, employees, agents and volunteers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way. Notwithstanding the minimum limits set forth in Section 3.14.2.2, any available insurance proceeds in excess of the specified minimum limits of coverage shall be available to the parties required to be named a s additional insureds pursuant to this Section

3.14.3.1. 3.14.3.2 Automobile Liability. (1) The City, its directors, officials, officers, employees, agents and volunteers shall be covered as additional insureds with respect to the ownership, operation, maintenance, use, loading or unloading of any auto owned, leased, hired or borrowed by Contractor or for which Contractor is responsible; and (2) the insurance coverage shall be primary insurance as respects the City, its directors, officials, officers, employees, agents and volunteers, or if excess, shall stand in an unbroken chain of coverage excess of Contractor’s scheduled underlying coverage. Any insurance or self -insurance maintained by the City, its directors, officials, officers, employees, agents and volunte ers shall be excess of Contractor’s insurance and shall not be called upon to contribute with it in any way. Notwithstanding the minimum limits set forth in Section 3.14.2.2, any available insurance proceeds in excess of the specified minimum limits of co verage shall be available to the parties required to be named as additional insureds pursuant to this Section 3.14.3.2.

3.14.3.3 Workers’ Compensation and Employer ’s Liability Coverage .

The insurer shall agree to waive all rights of subrogation against the City, i ts directors, officials, officers, employees, agents and volunteers for losses paid under the terms of the insurance policy which arise from work performed by Contractor.

3.14.3.4 All Coverages. Each insurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or canceled except after thirty (30) days (10 days for nonpayment of premium) prior written notice by certified mail, return receipt requested, has been given to the City; and (2) any failure to comply with reporting or other provisions of the policies, including breaches of warranties, shall not affect coverage provided to the City, its directors, officials, officers, employees, agents and volunteers.

Any failure to comply with reporting or other provisions of the policies including breaches of warranties shall not affect coverage provided to the City, its officials, officers, employees, agents and volunteers, or any other additional insureds.

3.14.4 Builders’/All Risk Policy Requirements. The builders’/all risk insurance shall provide that the City be named as loss payee. In addition, the insurer shall waive all rights of subrogation against the City.

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19 3.14.5 Separation of Insureds; No Special Limitations; Waiver of Subrogation.

All insurance required by this Section shall contain standard separation of insureds provisions. In addition, such insurance shall not contain any special limitations on the scope of protection afforded to the City, its directors, officials, officers, employees, agents and volunteers. All policies shall waive any right of subrogation of the insurer against the City, its officials, officers, employees, agents, and volunteers, or any other additional insureds, or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, its officials, officers, employees, agents, and volunteers, or any other additional insureds, and shall require similar written express waivers and insurance clauses from each of its subcontractors.

3.14.6 Professional Liability Insurance. All architects, engineers, consultants or design professionals retained by Contractor shall also procure and maintain, for a period of five (5) years following completion of the Contract, errors and omissions liability insurance with a limit of not less than $1,000,000 MINIMUM per occurrence. This insurance shall name the City, its directors, officials, officers, empl oyees, agents and volunteers as additional and insureds with respect to Work performed, and shall otherwise comply with all requirements of this Section.

Defense costs shall be paid in addition to the limits.

3.14.7 Deductibles and Self -Insurance Retentions . Any deductibles or self - insured retentions must be declared to and approved by the City. Contractor shall guarantee that, at the option of the City, either: (1) the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects the City, its directors, officials, officers, employees, agents and volunteers; or (2) the Contractor shall procure a bond guaranteeing payment of losses and related investigation costs, claims and administrative and defense expenses.

3.14.8 Acceptability of Insurers. Insurance is to be placed with insurers with a current A.M. Best’s rating no less than A:VIII, licensed to do business in California, and satisfactory to the City.

3.14.9 Verification of Coverage . Contractor shall furnish City with original certificates of insurance and endorsements effecting coverage required by this Contract on forms satisfactory to the City. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms supplied or approved by the City. All certificates and endorsements must be received and approved by the City before work commences. The City reserves the right to require complete, certified copies of all required insurance policies, at any time.

3.14.10 Subcontractors. Contractor shall not allow any subcontractors to commence work on any subcontract relating to the work under the Contract until they have provided evidence satisfactory to the City that they have secured all insurance required under this Section. If requested by Contractor, the City may approve different scopes or minimum limits of insurance for particular subcontractors. The Contractor and the City shall be named as additional insureds on all subcontractors’ policies of Commercial General Liability using ISO form 20 38, or coverage at least as broad. In addition, 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.

3.14.11 Reporting of Claims. Contractor shall report to the City, in addition to Contractor’s insurer, any and all insurance claims submitted by Contractor in connection with the Work under this Contract.

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20 3.15 Bond Requirements.

3.15.1 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Payment Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.15.2 Performance Bond . If specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Contract a Performance Bond in an amount required by the City and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until the bond has been received and approved by the City.

3.15.3 Bond Provisions . Should, in City’s sole opinion, any bond become insufficient or any surety be found to be u nsatisfactory, Contractor shall renew or replace the effected bond within (ten) 10 days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Contract until any replacement bonds requir ed by this Section are accepted by the City. To the extent, if any, that the Total Contract Price is increased in accordance with the Contract, Contractor shall, upon request of the City, cause the amount of the bond to be increased accordingly and shall p romptly deliver satisfactory evidence of such increase to the City. If Contractor fails to furnish any required bond, the City may terminate the Contract for cause.

3.15.4 Surety Qualifications . Only bonds executed by an admitted surety insurer, as defined in California Code of Civil Procedure Section 995.120, shall be accepted. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City.

3.16 Warranty. Contractor warrants all Work under the Contract (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the Work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Contract or in any guara ntee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the Work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the Work or non-conformance of the Work to the Contract, commence and prosecute with due diligence all Work necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the Work (or work of other contractors) damaged by its defective Work or which becomes damaged in the course of repairing or replacing d efective Work. For any Work so corrected, Contractor’s obligation hereunder to correct defective Work shall be reinstated for an additional one year period, commencing with the date of acceptance of such corrected Work.

Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. All costs associated with such corrective actions and testing, including the removal,

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21 replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the Wo rk, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Contract, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non -conforming Work and any work damaged by such work or the replacement or correction thereof at Contractor ’s sole expense.

Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand.

3.17 Employee/Labor Certifications.

3.17.1 Contractor’s Labor Certification. By its signature hereunder, Contractor certifies that he is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Work. A certification form for this purpose, which is attached to this Contract as Exhibit “D” and incorporated herein by reference, shall be executed simultaneously with this Contract.

3.17.2 Equal Opportunity Employment . Contractor represents that it is an equal opportunity employer and that it shall not discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, sex, age or other interests protected by the State or Federal Constitutions. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination.

3.17.3 Verification of Employment Eligibility . By executing this Contract, Contractor verifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time, and shall require all subcontractors and sub-subcontractors to comply with the same. The City shall not be responsible for any costs or expenses related to Contractor’s compliance with the requirements provided for in Section 3.17 or any of its sub-sections.

3.18 General Provisions.

3.18.1 City’s Representative. The City hereby designates the Robert Deloach, Interim Director of Public Works and Utility Services, or his or her designee, to act as its representative for the performance of this Contract ( “City’s Representative ”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Contract. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee.

3.18.2 Contractor’s Representative. Before starting the Work, Contractor shall submit in writing the name, qualifications and experience of its proposed representative who shall be subject to the review and approval of the City (“′Contractor’s Representative”). Following approval by the City, Contractor’s Representative shall have full authority to represent and act on

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22 behalf of Contractor for all purposes under this Contract. Contractor ’s Representative shall supervise and direct the Work, using his best ski ll and attention, and shall be responsible for all construction means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Work under this Contract. Contractor ’s Representative shall devote full time to the Project and either he or his designee, who shall be acceptable to the City, shall be present at the Work site at all times that any Work is in progress and at any time that any employee or subcontractor of Contractor is present at the Work site. Ar rangements for responsible supervision, acceptable to the City, shall be made for emergency Work which may be required. Should Contractor desire to change its Contractor’s Representative, Contractor shall provide the information specified above and obtain the City’s written approval.

3.18.3 Termination. This Contract may be terminated by City at any time, either with our without cause, by giving Contractor three (3) days advance written notice. In the event of termination by City for any reason other than the f ault of Contractor, City shall pay Contractor for all Work performed up to that time as provided herein. In the event of breach of the Contract by Contractor, City may terminate th is Contract immediately without notice, may reduce payment to Contractor in the amount necessary to offset City’s resulting damages, and may pursue any other available recourse against Contractor. Contractor may not terminate this Contract except for cause. In the event this Contract is terminated in whole or in part as provided, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. Further, if this Contract is terminated as provided, City may require Contractor to provide all finished or unfinished documents , data, diagrams, drawings, materials or other matter prepared or built by Contractor in connection with its performance of this Contract.

Contractor shall be required to provide such document and other information within fifteen (15) days of the request. The City shall not be liable for any costs other than the charges or portions thereof which are specified herein. Contractor shall not be entitled to payment for unperformed Work, including, without limitation, any overhead and profit on the portion of t he Work that is terminated and shall not be entitled to damages or compensation of any kind or nature for termination of Work.

3.18.4 Contract Interpretation . Should any question arise regarding the meaning or import of any of the provisions of this Contract or written or oral instructions from City, the matter shall be referred to City’s Representative, whose decision shall be binding upon Contractor.

3.18.5 Anti-Trust Claims. This provision shall be operative if this Contract is applicable to California Public Contr act Code Section 7103.5. In entering into this Contract to supply goods, services or materials, Contractor hereby offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2, commencing with Section 16700, of Part 2 of Division 7 of the Business and Professions Code) arising from purchases of goods, services, or materials pursuant to the Contract. This ass ignment shall be made and become effective at the time the City tender final payment to Contractor, without further acknowledgment by the Parties.

3.18.6 Notices. All notices hereunder and communications regarding interpretation of the terms of the Contract or c hanges thereto shall be provided by the mailing thereof by registered or certified mail, return receipt requested, postage prepaid and addressed as follows:

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23 CONTRACTOR:

YODA PAINTING INC.

A CALIFORNIA CORPORATION
ATTN: MIKE TAKAR, PRESIDENT
CITY:

CITY OF COLTON
650 NORTH LA CADENA DRIVE
COLTON, CA 92324
ATTN: ROBERT DELOACH, INTERIM PUBLIC WORKS AND UTILITY

SERVICES DIRECTOR
Any notice so given shall be considered received by the other Party three (3) days after deposit in the U.S. Mail as stated above and addressed to the Party at the above address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.18.7 Time of Essence . Time is of the essence in the performance of this Contract.

3.18.8 Assignment Forbidden. Contractor shall not, either voluntarily or by action of law, assign or transfer this Contract or any obligation, right, title or interest assumed by Contractor herein without the prior written consent of City. If Contractor attempts an assignment or transfer of this Contract or any obligation, right, title or interest herein, City may, at its option, terminate and revoke the Contract and shall thereupon be relieved from any and all obligations to Contractor or its assignee or transferee.

3.18.9 No Third Party Beneficiaries . There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

3.18.10 Laws, Venue. This Contract shall be interpreted in accordance with the laws of the State of California. If any action is b rought to interpret or enforce any term of this Contract, the action shall be brought in a state or federal court situated in the County of San Bernardino, State of California.

3.18.11 Counterparts. This Contract may be executed in counterparts, each of which shall constitute an original.

3.18.12 Successors. The Parties do for themselves, their heirs, executors, administrators, successors, and assigns agree to the full performance of all of the provisions contained in this Contract.

3.18.13 Solicitation. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration

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24 contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to terminate this Contract without liability.

3.18.14 Conflict of Interest. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gi ft or other consideration contingent upon or resulting from the award or making of this Contract. For breach or violation of this warranty, City shall have the right to rescind this Contract without liability. For the term of this Contract, no director, official, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Contract, or obtain any present or anticipated material benefit arising therefrom. In addition, Contractor agrees to file, or to cause its employees or subcontractors to file, a Statement of Economic Interest with the City’s Filing Officer as required under state law in the performance of the Work.

3.18.15 Certification of License.

3.18.15.1 Contractor certifies that as of the date of execution of t his Contract, Contractor has a current contractor’s license of the classification indicated below under Contractor’s signature.

3.18.15.2 Contractors are required by law to be licensed and regulated by the Contractors ’ State License Board which has jurisdiction to i nvestigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O.

Box 26000, Sacramento, California 95826.

3.18.16 Authority to Enter Contract . Each Party wa rrants that the individuals who have signed this Contract have the legal power, right and authority to make this Contract and bind each respective Party.

3.18.17 Entire Contract; Modification . This Contract contains the entire agreement of the Parties with respec t to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Contract may only be modified by a writing signed by both Parties.

3.18.18 Non-Waiver. None of the provisions of this Contract shall be considered waived by either party, unless such waiver is specifically specified in writing.

3.18.19 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project or other projects.

3.18.20 Federal Provisions. When funding for the Work is provided, in whole or in part, by an agency of the federal government, Contractor shall also fully and adequately comply with the p rovisions included in Exhibit “G” (Federal Requirements) attached hereto and incorporated herein by reference (“Federal Requirements”). With respect to any conflict between such Federal Requirements and the terms of this Contract and/or the provisions of state law, the more stringent requirement shall control.

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25 [Signatures on Next Page]

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26 SIGNATURE PAGE FOR CONSTRUCTION CONTRACT

BETWEEN THE CITY OF COLTON
AND YODA PAINTING INC.

IN WITNESS WHEREOF, the Parties have entered into this Contract as of the 3RD day of DECEMBER, 2024.

CITY OF COLTON YODA PAINTING INC.

A CALIFORNIA CORPORATION

By: ____________________________ By: _________________________ William R. Smith Mike Takar
City Manager President

Attest:

____
Stephanie M. Vargas
Chief Deputy City Clerk

__1050095/ C33_____________________
Contractor’s License Number/Classification

___1000527505_____________________
DIR Registration Number

Approved as to Form:

______________________________
Best Best & Krieger LLP
City Attorney

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Exhibit A-1

EXHIBIT “A”

SERVICES / SCHEDULE
SERVICES:

The work consists of, but is not limited to, the painting of all interior and exterior surfaces of both the Frank A. Gonzales Center and Lawrence Hutton Center including, but not limited to, walls, ceilings, cabinets, railings, door, and window frames.

SCHEDULE: 60 Working Days within the contract valid dates of December 03, 2024 – December 31, 2025

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Exhibit B-1

EXHIBIT “B”

PLANS AND SPECIFICATIONS
[SEE NEXT SHEETS]

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Section 0906 - Painting 0906 -1

SECTION 0906

PAINTING

1.00 - GENERAL

1.01 - DESCRIPTION: All painting indicated on the drawings and in these specifications, including but not limited to the following:

(a) All items specifically scheduled to receive paint on the finish schedules and/or other locations on the drawings.

(b) All surfaces of doors, frames, and window frames including top, bottom, and sides edges.

(c) All exterior and interior mechanical and electrical equipment, including all piping, conduit, etc.

(d) Sign painting as detailed on the drawings or specifications.

(e) All exposed surfaces in space having painted surfaces, unless otherwise specified or indicated.

1.02 - WORK NOT TO BE PAINTED:

The following items are not to be painted unless specifically indicated and/or scheduled on the drawings or in the specifications.

(a) Items supplied from the factory with a complete finish coating and/or paint.

(b) Aluminum, or bronze and stainless steel architectural metal work, except as noted or specified.

(c) Finish Hardware except hinges.

(d) Factory finished floor materials.

1.03 - SUBMITTALS-SAMPLES OF PAINTING:

Required when materials, colors and/or manufacture differ from that indicated on the drawings and in these specifications.

1.04 - PRODUCT HANDLING:

(a) Deliver materials to the job-site in factory sealed container with labels intact.

(b) Store in suitable locations to prevent damages or deterioration of the product.

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1.05 - ENVIRONMENTAL CONDITIONS: Do not apply exterior paint in damp, rainy weather, or until concrete, masonry, and/or plastered surfaces have thoroughly dried out from effects of such weather. Do not apply varnish or paint when temperature is below 50 degrees F (27.78 C).

1.07 - MAINTENANCE MATERIALS:

(a) Required: Provide five full gallons in sealed container of each color and type of paint used in the project for finish paint coats; and identify each container with the color and type of paint it contains.

(b) Delivery: At completion of the project, the required paint materials shall be furnished, delivered, and stored on the job-site by the Contractor, as a condition precedent to the City’s acceptance of the work.

1.08 - PROTECTION: Required for all surfaces not to be painted. Mask-off where necessary. Repair or replace damaged work with new work, subject to the approval of the City Representative at no cost to the City.

1.09 - CLEAN-UP:

(a) At end of each work day: Return materials and equipment to storage areas. Remove paint or oil-saturated cloths from the job-site daily or hand out flat and singly to dry.

(b) Final Clean-Up: Restore surfaces not to be painted to original condition if soiled, remove from the job-site all tools, equipment, rubbish, and debris; leave premised in broom clean condition.

1.10 - REQUIREMENTS OF REGULATORY AGENCY: All paint shall conform to the South Coast Air Quality Management District regulations. All containers to be properly labeled.

Provide the City Representative with certification of compliance, if requested.

2.00 - PRODUCTS:

2.01 - PAINT MATERIALS:

(a) Materials shall be factory mixed products of manufacture as specified herein or approved equals by other manufacturers capable of providing the identical colors and finishes scheduled on the drawings.

(b) All paint and or stain products shall be of the appropriate type, kind and finish for the surface to which they will be applied as recommended by the material manufacturer.

Product lines by Dunn Edwards is acceptable. All products shall be by one manufacturer as far as is practicable.

Exterior Finish Schedule ( By Dunn Edwards ) Colors shall be as selected by the Architect approved by the City Representative

Stucco:

Spot Prime EFF-STOP, Sewlect Masonry Primer/Sealer (ESSL00)

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First Coat SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10) Second Coat SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10)

Metal:

First Coat 43-5 CORROBAR, White Alkyd Corrosion Inhibitive Primer (43-5) Second Coat QD 42-40 DURAFLOW Quick-Dry Alkyd Gloss Enamel (QD 42-40) Third Coat QD 42-40 DURAFLOW Quick-Dry Alkyd Gloss Enamel (QD 42-40)

Wood:

Spot Prime UILTRA-GRIP Select, Interior/Exterior Multi-Surface Primer (UGSL00) First Coat SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10) Second Coat SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10)

Cinder Block:

Spot Prime UILTRA-GRIP Select, Interior/Exterior Multi-Surface Primer (UGSL00) First Coat SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10) Second Coat SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10)

Interior Finish Schedule ( By Dunn Edwards ) Color to match existing unless noted otherwise on the drawings.

Stucco:

First Coat W 709 EFF-STOP, Acrylic Masonry Primer/Sealer (W 709) Second Coat W 202 WALLTONE, Int. Latex Flat Wall Finish (W 420) Third Coat W 202 WALLTONE, Int. Latex Flat Wall Finish (W 420)

Metal:

First Coat 43-5 CORROBAR, White Alkyd Corrosion Inhibitive Primer (43-5) Second Coat QD 42-40 DURAFLOW Quick-Dry Alkyd Gloss Enamel (QD 42-40) Third Coat QD 42-40 DURAFLOW Quick-Dry Alkyd Gloss Enamel (QD 42-40)

Wood:

First Coat E 22-1 SUPER U-365, Int. Alkyd Enamel Undercoater (E 22-1) Second Coat QD 42-40 DURAFLOW Quick-Dry Alkyd Gloss Enamel (QD 42-40) Third Coat QD 42-40 DURAFLOW Quick-Dry Alkyd Gloss Enamel (QD 42-40)

3.00 - EXECUTION

3.01 - PREPARATION OF SURFACES:

(a) All surfaces shall be clean free from foreign matter and defects, dry to the greatest degree possible. Moisture shall not exceed 12 percent for wood or 8 percent for concrete. Dryness tests with a moisture meter may be required upon request by the City Representative.

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(b) Any surfaces or items which cannot be properly prepared for paintings shall be repaired and/or replaced as necessary for satisfactory finishing at no cost to the City.

(c) Hardware, switch plates and similar items shall be removed or loosened prior to preparation and painting and shall be replaced upon completion of the work.

(d) Wood.

1. Sand smooth and fill nail holes, cracks and joints with putty, plastic wood or spackle, as most suitable, after priming.

2. Shellac knots and pitch pockets after priming.

3. Fill open grain wood with paste wood filler before varnish or lacquer.

4. Prime door top, bottom and sides immediately after fitting doors.

5. Fill all pits and other imperfections in exposed edges of plywood casework with spackle or other suitable filler after priming. Sand smooth when set.

(e) Uncoated ferrous metal, remove dirt, rust and mill scale with scrapers, wire brushes, sandblasting or other means as appropriate.

(f) Clean galvanized metal with solvent to remove oil and grease and pretreat with a galvanized metal pretreatment.

(g) Copper pipe shall be rubbed with steel wool to remove polish and mill coating and cleaned with solvent.

(h) Shop coated metal shall be cleaned of dust, dirt and foreign matter. Spot coat field connections, welds, soldered joints and burned or abraded areas of shop coating.

(i) Plaster and/or drywall, fill cracks and other imperfections with spackle and finish flush with adjoining surfaces. Surfaces shall be cleaned of dust, dirt, efflorescence, encrustations and shall be thoroughly dry.

(j) Concrete and/or masonry, remove dust, dirt, grease or other foreign matter by approved methods.

(k) Existing surfaces.

1. Thoroughly wash with a solution of Tri-Sodium Phosphate to remove dirt, dust, grease and other foreign matter. Remove any unsound paint by hand sanding or other approved methods, spot prime raw surfaces and allow to dry thoroughly.

Spackle and/or fill defects and cracks and sand smooth, flush with adjacent surfaces and prime with shellac.

2. Completed work shall show no visible signs of alteration, repair or disturbance or any demarcation between new and existing work.

3.02 - APPLICATION AND WORKMANSHIP:

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(a) Application:

1. By first-class journeymen painters.

2. In accordance with standards as set forth b y the Painting and Decorating Contractors Association of America, and in accordance with paint manufacturer's directions. Adequately ventilate freshly painted areas by permitting entrance of fresh air circulation for at least 24 hours after painting application.

3. All wood and metal work to be hand brushed. All other surfaces may be rolled or sprayed.

(b) Workmanship:

1. Each coat even, with uniform color and texture.

2. Application shall be free from sags, runs, brush marks, dirts, cloudy, o r mottled surfaces, scratches, cracks, or other blemishes.

(c) Coats:

1. All surfaces shall have a minimum of three (3) coat application.

2. If full coverage is not obtained with three (3) coats, apply at no extra cost as may be necessary to obtain full coverage.

3. Each coat shall be in full coverage; Approval required prior to application of each succeeding coat.

4. Undercoats shall be dry and hard prior to application of succeeding coats and shall be painted to approximate color of finish coat.

5. Sand each coat as necessary for proper finish.

(d) Colors shall be as indicated on the drawings. Each coat shall be a proper ground coat for the succeeding coat and differing appreciably in tint from the preceding coat. Finish coat color shall match that specified on the finish schedules and/or as approved.

3.03 - BACK-PRIMING:

(a) Back-Priming: Required for all surfaces which will be set against concrete, masonry, or plaster.

(b) Application shall be at mill or immediately after delivery to job-site.

3.04 - PAINT OF ELECTRICAL AND MECHANICAL WORK:

(a) Paint all exposed Electrical and Mechanical equipment, including pipes, canvas covered pipes, conduits, ducts, supports and exposed equipment on the roof and

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exterior of the building. Color shall be as indicated on the finish schedules or to match adjacent surface if not indicated.

(b) Paint all portions of duct interiors visible through grilles and register with 2 coats of flat black.

3.05 - PAINTING MISCELLANEOUS SURFACES:

(a) Wood shelves, hood strips, and plywood backing for mechanical and electrical equipment shall be painted to match adjacent walls.

(b) Interior surfaces of drawers and casework, two coats of shellac.

(c) Reveals, two coats of paint as indicated on the drawings

3.06 - TOUCH-UP PAINTING: Required for all areas of items scratched, marred, or defaced in any manner by Contractor's operations or by vandalism, graffiti, etc.

END OF SECTION

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SUBMITTAL

GONZALEZ & LAWRENCE CENTERS
660 & 670 COLTON AVE
COLTON, CA 92324
Ednar Sandoval
Sales Representative
(909) 520-2696
ednar.sandoval@dunnedwar
ds.com

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Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) Date:

Project:

Owner/
Management
Company:

Architect:

General
Contractor:

Painting
Contractor:

Prepared By:

Ednar Sandoval
Sales Representative
(909) 520-2696
[email protected]
4885 E 52nd Place
Los Angeles, CA 90058
9/11/2024

GONZALEZ & LAWRENCE CENTERS
660 & 670 COLTON AVE
COLTON, CA 92324
N/A
N/A
N/A
N/A

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PAINTING SPECIFICATION
PART 1 - GENERAL

1.1 SUMMARY
Section includes surface preparation and the application of paint systems on Exterior/Interior substrates:

The following Exterior/Interior substrates:

Wood
STUCCO

HANDRAILS

METAL DOORS

BLOCK WALLS

ALUMINUM FLASHING

MULLION WINDOWS
The location of the work to be performed is:

GONZALEZ & LAWRENCE CENTERS
660 & 670 COLTON AVE
COLTON, CA 92324

1.2 DEFINITIONS
Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according to ASTM D 523.

Gloss Level 2: Not more than 10 units at 60 degrees and 35 units at 85 degrees, according to ASTM D 523
Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according to ASTM D 523.

Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, according to ASTM D 523.

Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.

Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.

Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.

EG: Ethylene Glycol. Ethylene glycol is listed as a hazardous air pollutant (HAP) by the U.S. EPA
Blocking: Two painted surfaces sticking together such as a painted door sticking to a painted jamb.

RAVOC: Reactivity adjusted VOC ‘Reactivity’ means the ability of a VOC to promote ozone formation.

PDCA: Painting & Decorating Contractors of America www.pdca.org SSPC: Scopes of SSPC Surface Preparation Standards and Specifications. www.sspc.org
Owner – usage of the term “Owner” shall be construed to mean the actual owner of the Property or a duly authorized representative of the owner. 2GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

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3. Property – usage of the term “Property” shall be construed to mean the property location identified in paragraph 1.1 B. 1. of this specification at which location the work shall be performed.

Painting Contractor – usage of the term “Contractor” shall be construed to mean the 3rd party contractor performing the painting portion of the project.

1.3 ACTION SUBMITTALS
Product Data: For each type of product. Include preparation requirements and application instructions.

Samples for Initial Selection: For each type of topcoat product.

Samples for Verification: For each type of paint system and each color and gloss of topcoat.

Submit Samples on rigid backing, no smaller than 7 inches by 10 inches (177.8 mm by 254 mm) or larger than 8.5 inches by 11 inches (215.9 mm by 279.4 mm).

Label each Sample for project, owner’s agent, general contractor, painting contractor, paint color name and number, paint brand name, 'P' number if applicable, and application area.

Product List: For each product indicated, include the following:

Cross-reference to paint system and locations of application areas.

VOC content.

1.4 MAINTENANCE MATERIAL SUBMITTALS
Furnish extra materials from the same product run that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

Ten [10] percent, but not less than [1 gal. (3.8 L)] of each material and color applied.

1.5 QUALITY ASSURANCE
Mockups: Apply mockups of each paint system indicated and each color and finish selected to verify preliminary selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

Owner’s agent will select one surface to represent surfaces and conditions for application of each paint system specified in Part 3.

Vertical and Horizontal Surfaces: Provide samples of at least 100 sq. ft. (9 sq. m).

Other Items: owner’s agent will designate items or areas required.

Final approval of color selections will be based on mockups.

If preliminary color selections are not approved, apply additional mockups of additional colors selected by owner’s agent at a cost to be agreed upon by Contractor and Owner.

Approval of mockups does not constitute approval of deviations from the paint systems indicated unless owner’s agent specifically approves such deviations in writing.
3GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

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Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

1.6 DELIVERY, STORAGE, AND HANDLING
Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F (7 deg C) or more than 120 deg F (49 deg C).

Maintain containers in clean condition, free of foreign materials and residue.

Remove rags and waste from storage areas daily.

1.7 FIELD CONDITIONS
Surfaces must be clean and moisture free. Prime and paint as soon as possible. Do not apply paints in snow, rain, fog, or mist. No painting shall be done immediately after rain or foggy weather or when the temperature is below 50 °F. Substrate temperature must be 5 °F or more above dew point temperature while painting and during the coating’s cure time. Avoid painting surfaces while they are exposed to a full, hot sun.

Painting contractor should follow proper painting practices and exercise judgment based on his or her experience and project specific conditions as to when to proceed.

WIND VELOCITY: Excessive wind velocity can seriously impair spray application, resulting in significant material loss, low film build, excessive dry spray or overspray, plus the possibility of depositing airborne spray mist on unprotected surfaces downwind from the work. Some of these adverse effects can be compensated for by material and equipment adjustments if winds are not too high. Generally speaking, wind velocity 15 m.p.h. or higher can cause sufficient spray application problems, in which case suspending work until conditions improve should be considered.

PART 2 - PRODUCTS

2.1 MANUFACTURERS
Basis-of-Design Product: Subject to compliance with requirements, provide products manufactured or distributed by the Dunn-Edwards Corporation.

2.2 PAINT, GENERAL
Material Compatibility:

Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience.

For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated.

VOC Content: Provide materials that comply with VOC limits of authorities having jurisdiction.

Colorants: The use of colorants containing hazardous chemicals, such as ethylene glycol, is prohibited.

Colors: As Selected by owner's agent from manufacturer's full range. 4GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

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3. 4.

5. 1.

Where color is selected prior to bid submittal, Contractor shall bid [one (1)], [two (2)], or more finish coats, as appropriate to the color selected, and shall expressly state number of finish and prime coats and type (full or spot) of prime coat.

When the final color has not been selected prior to bid submittal, Contractor may need to bid additional coats when submitting their bid. The Owner should be aware that if a color is chosen following the bid process and the color is significantly different from original color, a change order for an additional finish coat might be required.

2.3 SOURCE QUALITY CONTROL
Testing of Paint Materials: Owner reserves the right to invoke the following procedure.

Owner may engage the services of a qualified testing agency to sample paint materials. Contractor will be notified in advance and may be present when samples are taken. If paint materials have already been delivered to Project site, samples may be taken at Project site. Samples will be identified, sealed, and certified by testing agency.

Testing agency will perform tests for compliance with product requirements.

Owner may direct Contractor to stop applying paints if test results show materials being used do not comply with product requirements. Contractor shall remove non- complying paint materials from Project site, pay for testing, and repaint surfaces painted with rejected materials. Contractor will comply with requirements to use compatible products and systems as described in Paragraph 2.2.A. Contractor will be required to remove rejected materials from previously painted surfaces if, on repainting with complying materials, the two paints are incompatible.

PART 3 - EXECUTION

3.1 EXAMINATION
Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work.

Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows:

Interior Substrates:

Concrete: 11 percent or less.

Masonry (Clay and CMU): 11 percent or less.

Wood: 8 percent or less.

Plaster: 5 percent or less.

Gypsum Board: 5 percent or less.

Exterior Substrates:

Concrete: 11 percent or less.
5GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

10.a
Packet Pg. 374
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.)

2. 3.

4. C.

D.

E.

F.

G.

1. A.

B.

C.

1. D.

1. E.

F.

Masonry (Clay and CMU): 11 percent or less.

Wood: 15 percent or less.

Plaster: 5 percent or less.

Portland Cement Plaster Substrates: Verify that plaster is fully cured, including pH testing to determine that alkalinity is within limits established by the manufacturer.

Interior and/or exterior Gypsum Board Substrates: Verify that finishing compound is sanded smooth.

Concrete floors require a calcium chloride test to measure hydrostatic pressure. Consult floor coating manufacturer with test results prior to beginning surface preparation.

Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers.

Proceed with coating application only after unsatisfactory conditions have been corrected.

Application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION
Comply with manufacturer's written instructions applicable to substrates and paint systems indicated.

Scraping or sanding surfaces of older buildings (especially pre-1978) may release dust containing lead or asbestos. EXPOSURE TO LEAD OR ASBESTOS CAN BE VERY HAZARDOUS TO YOUR HEALTH. Always wear appropriate personal protective equipment during surface preparation, and finish cleanup of any residues by water- washing all surfaces. For more information, see Dunn-Edwards brochure on “Surface Preparation Safety” or call EPA’s National Lead Information Hotline at 1-800-424-LEAD, or visit www.epa.gov/lead or/asbestos, or contact your state or local Health Department.

Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting.

After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection.

Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants.

Remove incompatible primers and re-prime substrate with compatible primers or apply bond coat as required to produce paint systems indicated.

Where mildew is present, remove mildew by scrubbing with a commercial mildew remover, or, with a solution of one (1) part household bleach mixed in three (3) parts water by volume. The solution should be left on the surface for a minimum of twenty (20) minutes, rinsed thoroughly with clean water to remove any residue, and then allowed to dry completely prior to application of patching/caulking/prime/finish coat systems.

Moisture: All areas that may cause paint failure due to moisture shall be addressed and eliminated. This would include, but is not limited to:
6GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

10.a
Packet Pg. 375
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.)

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

G.

1. H.

I.

1. 2.

Gutters and downspouts not working properly.

Previous coats of paint not adhering properly.

Wood checking (cracks and splits in wood).

Deteriorated caulking.

Gaps between substrates.

Rotten wood.

Areas affected by water splashing.

Painting in inclement weather.

Painting a substrate where residual moisture exceeds limits stated in 3.1.B.

Un-caulked nail holes.

Pressure washing and surface preparation methods
Pressure wash or water blast to remove oil, grease, dirt, loose mill scale, and loose paint at pressures of 2500-3500 p.s.i. at a flow of 3.0-3.5 gallons per minute. This is the recommended standard for optimal efficiency.

Prior to application of prime/finish interior and/or exterior coat systems, provide a clean, sound surface free of dust, dirt contaminants, mildew and efflorescence by use of a power wash and hand scraping or use of mechanical grinders where necessary.

Additionally, areas are to be scrubbed with a bristle brush to insure complete removal of any residual salts. Remove all labels, stickers, price tags, etc. from surfaces before priming. Wood areas stamped with ink codes must be spot primed with blocking primers.

Power wash areas to be coated to ensure that new salt deposits do not occur. Failure to do so may cause adhesion issues or result in delamination and invalidate any manufacturer warranty given or implied. After cleaning if there is still chalk evident, this condition must be brought to the owner’s attention in writing before any further work is done.

Cementitious Substrates: (concrete, stucco, masonry) Remove release agents, curing compounds, efflorescence, and chalk. Do not paint surfaces if moisture content or alkalinity of surfaces to be painted exceeds that permitted in manufacturer's written instructions.

Wire brush all loose and peeling paint and dust all surfaces before spot priming or applying finish coats. Industry standards apply to applications of cracks, voids, and repairs. Any areas of repair shall be patched and dried before coatings are applied.

Cracks should be repaired as follows: 1. Cracks less than ¼” wide should be filled using Dunn-Edwards Brush Grade Elastomeric Patch. 2. Cracks wider than ¼“ should be cut and scraped to a “V” shape and filled with Dunn-Edwards Trowel Grade Elastomeric Patch. Large cracks and holes may require repeated applications of patching materials to bring flush with adjacent substrate. Feather-in all repairs and caulking to blend with adjacent substrate.

Large holes in stucco / plaster/ concrete will be patched with Rapid Set Premium Stucco Patch or Rapid Set Wunderfixx Concrete Patching Compound in appropriate texture to blend with existing texture. Allow stucco patch to cure to acceptable pH level (10) prior to application of prime/finish coat systems. Caulk large cracks in 7GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

10.a
Packet Pg. 376
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.)

3. J.
a.
b.
c.

1. 2.

3. a.
b.
c.
d.

4. K.

1. 2.

3. 4.

5. stucco / plaster/ cement with GE-Life Time 920.

Spot prime over all patched areas, cracks, and holes then use an appropriate topping material to match existing surface level and texture.

All Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using methods recommended in writing.
a. SSPC-SP 1, "Solvent Cleaning."
b. SSPC-SP 2, "Hand Tool Cleaning."
c. SSPC-SP 3, "Power Tool Cleaning."
All ferrous metals should be thoroughly cleaned and all loose rust or mill scale be removed by wire brush, scraper and/or power tool, such as an electric drill with a wire brush attachment. Any rust spots or bare metal should receive the appropriate prime coat. Rust inhibited primer to be applied on all properly prepared surfaces where rust is evident. Any hard, glossy surfaces should be dulled. Previously painted ferrous metal in sound condition should be washed down with a strong detergent-type cleaner such as Krud-Kutter or Simple Green.

Shop-Primed Steel Substrates: Clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop priming to comply with SSPC-PA 1 for touching up shop-primed surfaces.

Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints.

All galvanized gutters and flashing should be thoroughly cleaned to remove loose and peeling paint.

Any bare galvanized metal should be wiped down with a non-petroleum solvent cleaner.

Prime bare metal with the specified galvanized metal primer.

Any rust on galvanized metal must be removed. Clean to bare metal and apply a rust inhibitive primer.

Aluminum Substrates: Remove loose surface oxidation.

Wood Substrates:

All deteriorated or delaminated substrates (i.e. wood, hardboard siding, T1-11) shall be replaced. Scrape and clean knots. Before applying primer, apply coat of knot sealer recommended in writing by topcoat manufacturer for interior and/or exterior use in paint system indicated.

Sand and dust surfaces that will be exposed to view.

Prime edges, ends, faces, undersides, and backsides of wood.

After priming, fill holes and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried.

Spot prime all patched and filled areas as well as any new wood with the appropriate primer or sealer as stated in the Finish Schedule.

3.3 APPLICATION
8GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

10.a
Packet Pg. 377
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) A.

1. 2.

3. 4.

5. 6.

7. 8.

B.

C.

D.

E.

1. a.
b.
c.
d.
e.
f.
g.

A.

1. 2.

Apply paints according to manufacturer's written instructions and recommendations.

Use applicators and techniques suited for paint and substrate indicated.

The number of coats scheduled is the minimum number of coats required. Additional coat(s) shall be applied at no additional cost to the Owner, to completely hide base material, provide uniform color, and to produce satisfactory finish results.

Apply coatings without thinning except as specifically required by label directions, or required by these specifications. In such cases, thinning shall be the minimum reduction permitted.

Paint surfaces behind movable items same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed items with prime coat only.

Paint both sides and edges of interior and/or exterior doors and entire exposed surface of interior and/or exterior door frames.

Paint entire exposed surface of window frames and sashes.

Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates.

Priming may not be required on items delivered with prime or shop coats, unless otherwise specified. Touch up prime coats applied by others as required ensuring an even primed surface before applying finish coat.

Tint undercoats same color as topcoat, but tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied.

Provide sufficient difference in shade of undercoats to distinguish each separate coat.

If undercoats or other conditions show through topcoat, apply additional coats until cured film has a uniform paint finish, color, and appearance.

Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks.

Painting Fire Suppression, Plumbing, HVAC, Electrical, Communication, and Electronic Safety and Security Work:

Paint the following work where exposed to view:

Equipment, including panel boards.

Uninsulated metal piping.

Uninsulated plastic piping.

Pipe hangers and supports.

Metal conduit.

Plastic conduit.

Tanks that do not have factory-applied final finishes.

3.4 FIELD QUALITY CONTROL
Dry Film Thickness Testing: Owner may engage the services of a qualified testing and inspecting agency to inspect and test paint for dry film thickness.

1. Contractor shall touch up and restore painted surfaces damaged by testing.

2. If test results show that dry film thickness of applied paint does not comply with paint manufacturer's written recommendations, Contractor shall pay for testing and 9GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

10.a
Packet Pg. 378
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) A.

B.

C.

D.

A.

B.

C.

A.

A.
apply additional coats as needed to provide dry film thickness that complies with paint manufacturer's written recommendations.

3.5 CLEANING AND PROTECTION
At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site.

After completing paint application, clean spattered surfaces. Remove spattered paints by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.

Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by owner’s agent, and leave in an undamaged condition.

At completion of activities of other trades, touch up and restore damaged or defaced painted surfaces.

3.6 Exterior/Interior PAINTING SCHEDULE
Prepare, paint and finish all surfaces specified and agreed upon.

Provide paint finishes of even uniform color, free from cloudy or muddled appearance.

Properly correct all non-complying work to the satisfaction of owner and owner’s representative and the representative of the paint manufacturer.

Paint application finish schedule:

SPECIAL NOTES AND INSTRUCTIONS:

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS

SPECIAL NOTES AND INSTRUCTIONS:

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS

SPECIAL NOTES AND INSTRUCTIONS:
10GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787
Stucco, DASHCOAT
Spot Prime: EFF-STOP Select Masonry Primer/Sealer (ESSL00) First Coat: SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10) Second Coat: SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10) WOOD
Spot Prime: ULTRA-GRIP Select, Interior/Exterior Multi-Surface Primer (UGSL00) First Coat: SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10) Second Coat: SPARTASHIELD, Exterior 100% Acrylic Flat Paint (SSHL10)

CINDER BLOCK
Spot Prime: ULTRA-GRIP Select, Interior/Exterior Multi-Surface Primer (UGSL00) First Coat: SPARTASHIELD, Exterior 100% Acrylic Semi-Gloss Paint (SSHL50) Second Coat: SPARTASHIELD, Exterior 100% Acrylic Semi-Gloss Paint (SSHL50)

10.a
Packet Pg. 379
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) A.

A.

A.

A.

A.

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS

SPECIAL NOTES AND INSTRUCTIONS:

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS

SPECIAL NOTES AND INSTRUCTIONS:

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS

SPECIAL NOTES AND INSTRUCTIONS:

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS

SPECIAL NOTES AND INSTRUCTIONS:

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS
11GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

METAL DOORS
Spot Prime: ENDURAPRIME, Interior/Exterior Acrylic Rust Preventative Metal Primer (ENPR00)
First Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)
Second Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)

MULIONS
Spot Prime: ULTRA-GRIP Select, Interior/Exterior Multi-Surface Primer (UGSL00) First Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)
Second Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)

HANDRAILS
Spot Prime: ENDURA-COAT, Interior/Exterior Gloss Industrial Maintenance Coating (ENCT60)
First Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)
Second Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)

METAL FLASHING
Spot Prime: ENDURAPRIME, Interior/Exterior Acrylic Rust Preventative Metal Primer (ENPR00)
First Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)
Second Coat: ENDURA-COAT, Interior/Exterior Semi-Gloss Industrial Maintenance Coating (ENCT50)

10.a
Packet Pg. 380
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) A.

B.

SPECIAL NOTES AND INSTRUCTIONS:

ALL DOORS RESORT TO METAL SECTION

MOCK UP REQUIRED UPON REQUEST APPLY COATING ACCORDING TO PRODUCT

INFORMATION SHEET MIL THICKNESS
For lead safety refer to 3.2 B. and Dunn-Edwards PDS sheets under Special Instructions.

END OF PAINTING SPECIFICATION
12GONZALEZ & LAWRENCE CENTERS
Written: 9/11/2024
Project #: 41787

DRYWALL
Spot Prime: ULTRA-GRIP Select, Interior/Exterior Multi-Surface Primer (UGSL00) First Coat: SPARTAWALL, Interior Semi-Gloss Paint (SWLL50) Second Coat: SPARTAWALL, Interior Semi-Gloss Paint (SWLL50)

10.a
Packet Pg. 381
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) DUNN-EDWARDS CORPORATION • 4885 East 52ND Place • Los Angeles, California 90058-5507 • (888) DE PAINT I dunnedwards.com 337-2468
6/16 (3/16)
SOLVENT TYPE: Water RESIN TYPE: 100% acrylic
FINISH (ASTM D 523): 5–10% on a 60º meter
COLORS: White. EFF-STOP Select may be tinted with up to 2 fl. oz. of Dunn-Edwards ZTC Zero VOC colorant per gallon.

VISCOSITY@77ºF/25ºC (ASTM D 562): 80–85 KU

MAXIMUM VOC CONTENT
50 g/L (as supplied)
MAXIMUM RAVOC (Reactivity-Adjusted VOC)
30 g/L
SOLIDS BY VOLUME (ASTM D 2697)

37.0% ± 2%

SOLIDS BY WEIGHT

49.0% ± 2%
WEIGHT PER GALLON (ASTM D 1475): 10.50 lbs.

COMPOSITION BY WEIGHT
Pigment–27.8%
*Prime pigments ..................................8.4
Reinforcing pigments ........................19.4
Vehicle–72.2%
Acrylic resins .....................21.0
Water & additives ..............51.2
*Prime pigments include titanium dioxide (TiO²), plus all other pigments directly adding to the hiding power of this paint.

RECOMMENDED FILM THICKNESS PER COAT
Wet: 5.4 mils Dry: 2.0 mils

PRACTICAL COVERAGE PER COAT AT RECOMMENDED DRY FILM THICKNESS Approximately 200–300 sq. ft. per gallon, depending on surface conditions and application techniques.

THINNING RECOMMENDATION: This coating is intended to be applied without thinning or diluting under normal environmental and application conditions. If necessary to maintain good workability, add up to 1/4 pint (4 fl. oz.) of clean water per gallon of coating.

AVERAGE DRY TIME@77ºF/25ºC (ASTM D 1640)
To touch: 30–60 minutes Recoat: 2–4 hours
Dry times and recoat times are temperature, humidity and film thickness dependent.

APPLICATION EQUIPMENT: Brush, roller, airless spray
PACKAGING: One-gallon, five-gallon containers
STORAGE: Store in a dry area. Protect from freezing. Protect from temperatures above 110ºF for extended periods of time. Extreme temperatures may cause paint to become unusable. See Paint Storage Best Practices Technical Bulletin at dunnedwards.com for more information.

CLEANUP: Warm, soapy water
DISPOSAL: For information on local options to dispose of unwanted leftover paint, call Dunn-Edwards Customer Service at 1-888-DEPAINT or visit www.dunnedwards.com. Do not mix with other products.

CONFORMS TO: ARB 2007 SCM & CALGreen 2013; CHPS Section 01350; LEED 2009 IEQ Credit 4.2; LEED v4 EQ Credit 2; CRGI Green Wise Certified SAFETY DATA SHEET: Available at www.dunnedwards.com
SURFACE PREPARATION: All surfaces must be cured, clean, dry, and free from dirt, dust, rust, stains, grease, oil, mildew, wax, efflorescence, bond-breakers, and other contaminants. Remove all loose, peeling, or chalky paint by sanding, scraping, or other appropriate methods. Repair all cracks, holes, and other surface imperfections with a suitable patching material. Repaired surfaces should then be sanded smooth and dusted clean. Glossy surfaces should be dulled to provide a roughened surface for good adhesion.

SPECIAL INSTRUCTIONS
• CAUTION: Scraping or sanding surfaces of older buildings (especially pre- 1978) may release dust containing lead or asbestos. EXPOSURE TO LEAD OR ASBESTOS CAN BE VERY HAZARDOUS TO YOUR HEALTH. Always wear appropriate personal protective equipment during surface preparation, and finish cleanup of any residues by water-washing all surfaces. For more information, see Dunn-Edwards brochure on “Surface Preparation Safety” or call EPA’s National Lead Information Hotline at 1-800-424-LEAD, or visit www. epa.gov/lead or /asbestos, or contact your state or local Health Department. • This product can neither cause nor prevent or cure the growth of mold, mildew, or other forms of fungus. Excessive moisture and inadequate ventilation are the main conditions that promote their growth. Correct any such conditions before painting.
• New tilt-up concrete panels must be cleaned and free from bond-breakers, form-release agents, and/or curing compounds.
• New concrete should be allowed to cure for at least 14 days before applying EFF-STOP® Select.
• Do not apply when the air or surface temperature is below 50ºF .

USE AS A SEALER FOR

MASONRY
Stucco:

Tilt-up concrete:

Poured-in-place:

Brick:

EFF-STOP® Select (ESSL00)
Concrete block: Smooth BLOCFIL™ Select (SBSL00)
Smooth trowel: EFF-STOP® Select (ESSL00)
DESCRIPTION: EFF-STOP® Select is an interior and exterior 100% acrylic masonry primer/sealer that provides very good resistance to alkali and efflorescence. EFF-STOP Select can be used on properly cured tilt-up concrete, poured-in-place concrete, stucco, and block.

PRODUCT INFORMATION

EFF-STOP® Select
Interior/Exterior
Masonry Primer/Sealer
ESSL00

10.a
Packet Pg. 382
Attachment: Exhibit A - Contract (4748 : Contract Award - Yoda Painting Inc.) DUNN-EDWARDS CORPORATION • 4885 East 52ND Place • Los Angeles, California 90058-5507 • (888) DE PAINT I dunnedwards.com 337-2468

DESCRIPTION
ENDURAPRIME™ Rust Preventative Acrylic Metal Primer is
a high performance, interior/exterior, ultra-low VOC, single com- ponent, water-based acrylic primer. It offers excellent corrosion resistance and adhesion on ferrous metals. It is formulated to provide excellent early flash rust resistance for quicker return to service times.

APPLICATION
TEMPERATURE: 50ºF minimum, 90ºF maximum (air, surface
and material). Surface temperature must be at least 5ºF above dew point.

RELATIVE HUMIDITY: 90% maximum

AIRLESS SPRAY BRUSH ROLLER
PRESSURE:
2000-2500 psi
Polyester/Nylon 3/8” nap
TIP: 0.13-0.15

PRODUCT DATA
SOLVENT TYPE: Waterborne
RESIN TYPE: Acrylic
COLORS: Gray
VISCOSITY@77ºF/25ºC (ASTM D 562): 100–110 KU
MAXIMUM VOC CONTENT: 50 g/L
MAXIMUM RAVOC (Reactivity-Adjusted VOC): 30 g/L
SOLIDS BY VOLUME (ASTM D 2697): 40.0% ± 2%
SOLIDS BY WEIGHT: 53.0% ± 2%
WEIGHT PER GALLON (ASTM D 1475): 10.68 lbs.

COMPOSITION BY WEIGHT
Pigment–29.6%
*Prime pigments .................. 14.1
Reinforcing pigments ...........15.5
Vehicle–70.4%
Resins...........................18.9
Water & additives .........51.5
*Prime pigments include titanium dioxide (TiO²), plus all other pigments directly adding to the hiding power of this paint.

RECOMMENDED FILM THICKNESS PER COAT
Wet: 5 mils Dry: 2 mils

PRACTICAL COVERAGE PER COAT AT RECOMMENDED DRY FILM

THICKNESS
Approximately 250-300 sq. ft. per gallon, depending on surface conditions and application techniques.

THINNING RECOMMENDATION: This coating is intended to
be applied without thinning or diluting under normal application conditions. If necessary to maintain good workability, add up to 1/8 pint (2 fl. oz.) of clean water per gallon of coating.

AVERAGE DRY TIME@77ºF/25ºC (ASTM D 1640)
To touch: 30–60 minutes Recoat: 1–2 hours
Dry times and recoat times are temperature, humidity and film thickness dependent.

PACKAGING: One-gallon
STORAGE: Store in a dry area. Protect from freezing. Protect from temperatures above 110ºF for extended periods of time.

Extreme temperatures may cause paint to become unusable.

See Paint Storage Best Practices Technical Bulletin at
dunnedwards.com for more information.

CLEANUP: Warm, soapy water
DISPOSAL: For information on local options to dispose of unwanted leftover paint, call Dunn-Edwards Customer Service at 1-888-DEPAINT or visit www.dunnedwards.com. Do not mix with other products.

SAFETY DATA SHEET: Available at dunnedwards.com

CONFORMS TO
ARB 2007 SCM & CALGreen 2016; LEED 2009 IEQ Credit 4.2; Submitted for MPI Category #107; FDA Guidelines for Resinous & Polymeric Coatings

ASTM TEST METHODS
ADHESION (Aluminum & CRS)
METHOD: ASTM-D3359
RESULT: Excellent (5B)
CORROSION (504 hours)
METHOD: ASTM-G-85 annex 5
RESULT: Pass (7)

PENDULUM HARDNESS
METHOD: ASTM-4366
RESULT: >20 counts
IMPACT RESISTANCE (Direct)
METHOD: ASTM-D2794
RESULT: 80in-#
ENDURAPRIME™
Interior /Exterior
Acrylic Rust Preventative Metal Primer
ENPR00