Approval of Plans and Specifications, Award of Construction Contract, for the City Hall HVAC Replacement — Goleta City Council, September 1, 2026 (part 1 of 3)

Agenda Item A.4

CPMS CONSENT CALENDAR
Meeting Date: September 1, 2026
TO: Mayor and Councilmembers
SUBMITTED BY: Matthew R. Fore, General Services Director SUBJECT: Approval of Plans and Specifications , Award of Construction Contract, Budget Appropriation, and Adopt ion of Categorical Exemption for the City Hall HVAC Replacement Project and Status of the Public Facilities and Building Maintenance Reserve RECOMMENDATION:

A. Approve the Plans and Specifications for the City Hall HVAC Replacement Project; and
B. Award and authorize the City Manager to execute a Construction Contract with Frank Schipper Construction Company for the City Hall HVAC Replacement Project, in the not-to-exceed amount of $ 247,354, subject to the requirements of the contract documents; and
C. Authorize the General Services Director to approve contract change orders for the City Hall HVAC Replacement Project in an amount not-to-exceed $37,000; and D. Authorize a budget appropriation of $ 284,354 as described in the Fiscal Impacts Section; and
E. Adopt Resolution No. 2 6-__, entitled, “A Resolution of the City Council of the City of Goleta, California, finding the City Hall HVAC Replacement Project (CIP No. 913 7) Categorically Exempt from the California Environmental Quality Act (CEQA) Pursuant to State CEQA Guidelines Sections 15301 and 15302.”
BACKGROUND:

On May 21, 2024, City Council authorized the City Manager to execute Agreement No. 2024-046 with RRM Design Group (RRM). The purpose of the Agreement is to assist the City to design several improvements to City Hall, including: 1) workspaces; 2) replacement of mechanical and life safety systems; and 3) Americans with Disabilities Act improvements, including installation of an elevator.
1 Meeting Date: September 1, 2026

Page 2 of 6 ends

City Hall is equipped with a comprehensive heating, ventilation, and air conditioning (HVAC) system, which is comprised of multiple roof top units (RTUs). In May of 2024, Beyond Heating and Air, Inc. (Beyond Air), the City’s contract ed HVAC maintenance vendor, noted that two gas-fired units, RTUs 11 and 13, were failing and in need of replacement. Staff then commissioned RRM, under Agreement No. 2024 -046, to further evaluate the condition of the units. In February 2025, 3C Engineering, Inc. (3C) , a mechanical engineering subcontractor to RRM, verified and confirmed the findings and recommendations of Beyond Air, and thus recommended that the City replace the subject RTUs.

RRM and its subcontractor 3C have developed plans and specifications to replace RTUs 11 and 13 with electrically powered heat pumps and economizers. The plans have been submitted to the City ’s Building and Safety Division, and the building permit has been issued. The issued permit set of plans and specifications is included as Attachment 1.

DISCUSSION:

On September 16, 2025, City Council authorized staff to advertise a notice i nviting construction bids for the Replacement of RTU HVAC Units 11 and 13 at City Hall (Project).

The City issued a Notice Inviting Bids (NIB) on May 21, 2026, with the bidding process concluding on July 7, 2026. The Project consists of the following improvements:

 Remove two gas-fired rooftop HVAC units.
 Install a new 24’ glulam beneath RTU No. 11.
 Install new isolation curbs and related flashing and roof repairs.  Install two new electric heat pumps and economizers.
 Upgrades to ductwork, electrical service, and new thermostatic control unit.  Start up and balance the new equipment.

The bid solicitation was advertised on the City’s website and in the Santa Barbara Independent. It was also posted at City Hall, on PlanetBids, the City’s online bidding portal, and distributed via email through the City’s mass notification service, GovDelivery.

The bidding process was conducted entirely through the PlanetBids platform, including the posting of bid documents, bidder communications, questions and answers, and the issuance of addenda . During the bidding process, the City held two mandatory pre-bid meetings onsite to provide an opportunity for interested bidders to evaluate the site conditions.

Bid Opening and Construction Award
On July 7, 2026, the City received a total of four (4) bids, one of which was deemed non- responsive. All responsive bids were posted publicly via the PlanetBids platform. A summary of the bids is shown in Attachment 2. The lowest Base Bid was $247,354 from Frank Schipper Construction Company (FSCC). The Base Bid received is aligned with the Engineer’s Estimate for the Project. Staff reviewed the submitted bid documents for compliance with the bid specifications and recommends that City Council a ward the contract to the lowest responsible and responsive bidder, FSCC (Attachment 3).

2 Meeting Date: September 1, 2026

Page 3 of 6 ends

In addition to the construction contract amount, staff recommends approval of change order authority of $37,000, or fifteen (15) percent of the contract cost, which is standard for facility remodel projects.

Table 1: Construction Contract Cost
FSCC Construction Contract Amount
Base Contract $ 247,354
Total Construction Contract $ 247,354
Construction Contingency (Change
Order Authority) (15%) $ 37,000
Total Construction Cost $ 284,354
Adoption of Categorical Exemption
This Project is categorically exempt from CEQA as a Class 1 Exemption (State CEQA Guidelines Section s 15301 and 15302 ). The Exemption has been prepared, and no further CEQA action is required. Staff recommends that City Council adopt the attached resolution (Attachment 4).

Further City Hall HVAC Replacements
There are 23 other HVAC units that serve City Hall, which is a sealed building. As such, when HVAC units cease operating, there is no other means to circulate air throughout the building, such as opening windows , and working conditions in the building will become uncomfortable fairly quickly. This is an imp ortant consideration as this Council action recommends expenditure of approximately $284,000 to replace just two units. Moreover, according to a recent evaluation of all HVAC units at City Hall by Beyond Air (Attachment 5), 10 additional units will likely need to be replaced immediately or in the next one to three years due to current degradation and/or age, where the condition can change from fair to poor quite rapidly.

Moving forward, General Services staff are working on a plan to systematically consolidate multiple units that serve small and inefficient climate zones into single, larger units. As with RTUs 11 and 13, new structural supports accommodate heavier modern units and new ducting to connect discrete climate zones will likely be needed. This plan assumes no changes to the footprint and layout of City Hall (e.g., no new offices) with the exception of the installation of a new elevator. It is financially infeasible to consolidate all 23 units at once. Therefore, the consolidation plan will seek to proactively replace/consolidate a few units at time as funding allows. The new, consolidated units will use less energy and will result in lower maintenance costs ; saving s that should be reinvested toward consolidation of additional units.

GOLETA STRATEGIC PLAN:

City-Wide Initiative: 5 Strengthen Infrastructure
Strategic Goal : 5.4 Protect and maintain City -owned facilities and critical operational assets
3 Meeting Date: September 1, 2026

Page 4 of 6 ends

FISCAL IMPACT:

With the construction contingency, the total construction cost is $284,354 (Table 1) and the Project is completely unfunded. Therefore, this Council action requests approval of a budget appropriation transfer of $284,354 from the Public Facilities and Building Maintenance Reserve (Building Reserve) to Capital Improvement Program Project No. 9137 – City Hall Elevator, ADA, and Tenant Improvements Project as shown in the table below. The available reserve balance is currently estimated to be $800,076.

Table 2: Use of Reserves
General Ledger
Account
Available Budget Transfer In/Out Ending Balance
Building Reserve $800,076 ($284,354) $515,722
101-90-9137-57070 $0 $284,354 $284,354
Status of Public Facilities and Building Maintenance Reserve Should Council approve the staff recommendation to fund the replacement of RTUs 11 and 13 from reserves, then approximately $515,000 in available Building Reserve funding will remain. As stated in the December 9, 2025 memorandum to the Council Finance and Audit Committee, which was also provided to the full Council on May 19, 2026, as part of the FY 2026/27 Budget (Mid-Cycle) Workshop, approximately $2.675 million annually is needed to ensure that City -owned facilities remain safe, functional, and compliant with regulatory standards. Staff recommends that Council maintain a minimum of $1 million in Building Reserve funding to address unknown yet credible risks, such as catastrophic building system failures, escalating construction costs, and cost overruns resulting from unknown conditions in older buildings.

In the near-term, remaining Building Reserve funding is earmarked for the items shown in Table 3 below; all of which are necessary to either prevent further degradation of existing City -owned facilities ( Goleta Community Center Skylight Replacement ), to complete grant-funded projects (Goleta Community Center Americans with Disabilities Act Project), or to open and operate new City-owned facilities (Goleta Train Station). 4 Meeting Date: September 1, 2026

Page 5 of 6 ends

Table 3: Planned Use of Reserves
Current Reserve
Balance $800,076

Project
Use of
Reserves Facility CIP No.

RTU 11 and 13 Replacement $284,354 City Hall 9137

Lead and Asbestos
Management $37,000
Goleta
Community
Center 9121
Skylight Replacement $338,000
Goleta
Community
Center 9127
Access Control Hardware $25,000
Goleta Train
Station (Amtrak) 9079

Subtotal - Use of Reserves $684,354

Remaining Reserve Balance $116,392*
*Does not include residual FY 2025-26 funding in Program 1810 to be transferred to the Public Facilities and Building Maintenance Reserve following year-end close.

Note that any use of reserves of any amount must be approved by Council. Therefore, staff will return to Council at future dates to appropriate reserves toward the other projects besides the RTU 11 and 13 Replacement, as shown in Table 3. Should depleted Building Reserves be insufficient to cover the cost of an urgent repair or capital replacement, any additional funding would likely have to come from General Fund Contingency Reserves or Unassigned Fund Balance for one-time use.

ALTERNATIVES:

Council may choose not to approve the award of bid , including rejecting all bids and directing staff to re-bid the project. However, doing so would jeopardize the replacement of the two failing RTUs and impact the ability to appropriately heat and cool portions of City Hall covered by these new units.

LEGAL REVIEW BY: Isaac Rosen, City Attorney

APPROVED BY: Robert Nisbet, City Manager

ATTACHMENTS:

1. Permit Set of Plans and Specifications

2. Summary of Bids Received
5 Meeting Date: September 1, 2026

Page 6 of 6 ends

3. Public Works Construction Contract with FSCC

4. Resolution No. 2 6-__ entitled, “A Resolution of the City Council of the City of Goleta, California, Finding the City Hall HVAC Replacement Project (CIP 9137) Categorically Exempt from the California Environmental Quality Act ( CEQA) Pursuant to State CEQA Guidelines Sections 15301 and 15302.”

5. Condition of HVAC Units at City Hall
6 ATTACHMENT 1
Permit Set of Plans and Specifications

7 PROJECT SITE
HOLLISTER AVE.

LOS CARNEROS RD.

LOS CARNEROS W
AY
CREM
ONA DR.
1 NORTH ARROW
LEVEL

DESIGNATION

GRID REFERENCE

SECTION REFERENCE

VIEW SHEET LOCATION

REFERENCE SHEET LOCATION

VIEW NUMBER

VIEW TITLE
LEVEL

ELEVATION

BUILDING LEVELS

DETAIL REFERENCE
Name
0' - 0"
A101
1 SIM
A101
1 SIM

BUILDING ELEVATION
A101
1 SIM
A101
1 2
3 4

INTERIOR ELEVATIONS

ROOM TAG

DOOR TAG

WINDOW TAG

STOREFRONT TAG

WALL TAG

CENTERLINEREVISION TAG
S
01 101
View Name
SCALE: 1/8" = 1'-0"A-101 A-202
20 0
?P1

MATERIAL TAG
Room name
RM #

GENERAL NOTES
USE OF PLANS: THESE PLANS ARE THE PROPERTY OF RRM AND MAY NOT BE USED WITHOUT THE EXPRESS, WRITTEN CONSENT.

THESE NOTES APPLY TO ALL PORTIONS, PHASES AND SUBCONTRACTORS OF THIS PROJECT.

APPLICABLE CODES ARE STANDARDS:
• 2022 CALIFORNIA BUILDING CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA PLUMBING CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA MECHANICAL CODE AND ITS APPENDICES AND STANDARDS.
• 2022 CALIFORNIA FIRE CODE AND ITS APPENDICES AND STANDARDS. • 2022 CALIFORNIA ELECTORAL CODE AND ITS APPENDICES AND STANDARDS.
• 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. • 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE AND ITS APPENDICES AND STANDARDS.
• CURRENT CITY OF GOLETA MUNICIPAL CODE.

1. ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND COMPATIBILITY WITH EXISTING SITE CONDITIONS. ANY

DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE

THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE

WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES TO DO, HE/SHE SHALL BE PRECEDING AT HIS/HER OWN RISK.

2. DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWING SCALE OR PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. ALL DIMENSIONS ARE ROUGH AND TO THE FACE OF FRAMING.

3. CONTRACTOR IS TO BE RESPONSIBLE FOR BEING FAMILIAR WITH THESE DOCUMENTS INCLUDING ALL CONTRACT REQUIREMENTS.

4. CONTRACTOR TO REVIEW CALIFORNIA GREEN BUILDING CODE
REQUIREMENTS FOR CONTRACTOR REQUIREMENTS.

5. TEMPORARY FACILITIES: CONTRACTOR SHALL PAY FOR, PROVIDE AND

MAINTAIN TEMPORARY FACILITIES FOR PROJECT PROTECTION AND

CONSTRUCTION, AND AS REQUIRED BY LOCAL REGULATION AND THESE DOCUMENTS. SUCH FACILITIES INCLUDE, BUT ARE NOT LIMITED TO: TOILETS,

LIGHTS, HEATERS, POWER, GAS FANS, WATER, PHONES, FENCES, SIGNS, SHEDS, ETC. REMOVE FROM SITE UPON COMPLETION OF WORK. OBTAIN

BUILDING OFFICIAL OR FIRE MARTIAL APPROVAL PRIOR TO USE OF ANY TEMPORARY HEATING DEVICE.

6. CONTRACTOR SHALL PROVIDE FOR PROTECTION AND SAFETY: RESPONSIBLE

FOR ALL ITEMS (SIGNS, LIGHTS, FENCES, BRACING, ANCHOR-AGE, FIRE- EXTINGUISHERS, ETC.) NECESSARY FOR THE PROTECTION OF THE PUBLIC,

WORKERS, MATERIALS, CONSTRUCTION AND PROPERTY PER LOCAL, STATE,

AND FEDERAL REQUIREMENTS (INCLUDING EARTHQUAKES, FIRES, SPILLS, ACCIDENTS, EROSION, MUD, DUST ETC.).

7. A SEPARATE OFFICER, ACCESS EASEMENT/AGREEMENT, AND/OR RECIPROCAL

ACCESS EASEMENT/AGREEMENT MAY BE REQUIRED TO ENSURE THAT THE

PROPOSED PRIVATE ACCESS ROADWAY WILL REMAIN OPEN TO THROUGH TRAFFIC AND EMERGENCY VEHICLES PRIOR TO FINAL OF BUILDING PERMIT.

8. SHOP WELDS MUST BE PERFORMED BY A LICENSED FABRICATOR'S SHOP.

9. OSHA PERMITS REQUIRED FOR VERTICAL CUTS 5' OR GREATER.

C 3 9 6 2 3
09-30-27

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 11/12/2025 3:02:06 PM

ISSUE FOR BID

TITLE SHEET

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
G-001
NOVEMBER 18, 2025
CD
CW CW

GOLETA CITY HALL

HVAC UNIT REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

PROJECT DIRECTORY PROJECT INFORMATION

PROJECT SCOPE

1. REMOVAL OF TWO (2) EXISTING HVAC ROOFTOP HVAC UNITS,

DEMOLITION OF SUPPORT CURBS, AND PARTIAL DEMOLITION OF
DUCTWORK.

2. INSTALLATION OF TWO (2) NEW ROOFTOP HVAC UNITS AND

CONSTRUCTION OF NEW SUPPORT CURBS, LIMITED ROOFING AND
FLASHING, AND NEW DUCTWORK.

3. CONSTRUCTION OF NEW STRUCTURAL FRAMING AND CONNECTIONS.

4. ALL OTHER WORK INDICATED IN THE CONTRACT DOCUMENTS.

GENERAL
G-001 TITLE SHEET

ARCHITECTURAL
A-101 OVERALL PLANS
A-111 SECOND FLOOR PARTIAL RCP
A-121 PARTIAL ROOF PLANS - DEMO & NEW

STRUCTURAL
S-101 SHEET INDEX, ABBREVIATIONS & SYMBOLS
S-102 GENERAL NOTES
S-201 ROOF FRAMING PLAN
S-301 ROOF FRAMING DETAILS

MECHANICAL
M-000 GENERAL
M-001 SCHEDULES & DETAILS
M-121 PARTIAL ROOF PLANS

ENERGY COMPLIANCE
EC-000 ENERGY COMPLIANCE DOCUMENTATION

ELECTRICAL
E-001 GENERAL NOTES. LEGEND, AND ABBREVIATIONS
E-011 SINGLE LINE DIAGRAM
E-101 ELECTRICAL ROOF PLAN
E-201 ELECTRICAL FIRST FLOOR PLAN
E-202 ELECTRICAL SECOND FLOOR PLAN
SHEET COUNT: 17

SHEET INDEX
OCCUPANCY:

CONSTRUCTION TYPE:

FIRE SPRINKLERED:

BUILDING HEIGHT:

NUMBER OF STORIES:

BUILDING AREA:

DESCRIPTION
V-B
NO
29' - 0"
2 37,803 SF

VICINITY MAP

A/C AIR CONDITIONING

ABV ABOVE

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFF ABOVE FINISH FLOOR

AL ALUMINUM

ALT ALTERNATE

ARCH ARCHITECT(URAL)

BD BOARD

BDRM BEDROOM

BET BETWEEN

BIT BITUMINOUS

BLDG BUILDNG

BLKG BLOCKING

BLW BELOW

BM BEAM

BOT BOTTOM

BUR BUILT UP ROOF

CB CATCH BASIN

CBC CALIFORNIA BUILDING CODE

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DF DRINKING FOUNTAIN

DIA DIAMETER, DIAPHRAGM

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWN SPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING
(E) EXISTING
E EAST

EA EACH

EJ EXPANSION JOINT
EL,
ELEV

ELEVATION

ELEC ELECTRIC

ENCL ENCLOSURE

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FAU FORCED AIR UNIT

FAWP FLUID APPLIED WATERPROOFING

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLUOR FLOURESCENT

FND FOUNDATION

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOIC FURNISHED BY OWNER INSTALLED BY

CONTRACTOR

SYMBOLS

ABBREVIATIONS

FOM FACE OF MASONRY

FOS FACE OF STUD

FRP FIBERGLASS REINFORCED PANELS

FT FOOT OR FEET

FTG FOOTING

GA GAUGE, GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GT GROUT

GWB GYPSUM BOARD

GYP GYPSUM

HB HOSE BIBB

HC HOLLOW CORE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HVAC HEATING, VENTILATION, A/C

ID INSIDE DIAMETER

IIC IMPACT INSULATION CLASS

IN INCH

INCAND INCANDESCENT

INSUL INSULATION, INSULATED

INT INTERIOR

JC JANITORS CLOSET

JT JOINT

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LEED LEADERSHIP IN ENERGY AND

ENVIRONMENTAL DESIGN

LF LINEAR FEET

LIN LINEN CLOSET

LINO LINOLEUM

LT(G) LIGHT(ING)

LVL LAMINATED VENEER LUMBER

LVT LUXURY VINYL TILE

LW LIGHTWEIGHT

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N NORTH

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE
O.P. OVERFLOW PIPE

OC ON CENTER

OD OVERFLOW DRAIN

OFF OFFICE

OH OPPOSITE HAND

OPG OPENING

OPP OPPOSITE
(P) PROPOSED

PERM PERIMETER

PERP PERPENDICULAR

PG PAINT GRADE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PP POWER POLE

PR PAIR

PRTN PARTITION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

PTD PAINTED

PV PHOTO VOLTAIC

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

QTY QUANTITY

R RADIUS, RISER

RB RUBBER BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RTU ROOF TOP UNIT (MECH)

S SOUTH

SAFB SOUND ATTENUATION FIBER BATT

SAWP SELF ADHEREING WATERPROOFING

SC SCUPPER/SOLID CORE

SCHED SCHEDULE

SEAL SEALANT

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SM SHEET METAL

SPEC SPECIFICATION

SQ SQURE

SS SOLID SURFACE

SSTL STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

TB TACKBOARD

TEL TELEPHONE

TEMP TEMPERED

TER TERRAZZO

THK THICK

THR THRESHOLD

TJI TRUSS JOIST I-JOIST

TO TOP OF

TOS TOP OF SLAB

TOW TOP OF WALL

TRANS TRANSFORMER

TV TELEVISION

TYP TYPICAL

UFAS UNIFORM FEDERAL ACCESSIBILITY

STANDARDS

UG UNDERGROUND

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UV ULTRAVIOLET

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT TERMINATION PIPE

VWC VINYL WALL COVERING
W WEST

W/ WITH

W/D WASHER DRYER

W/O WITHOUT

WC WATERCLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER

WI WROUGHT IRON

WIN WINDOW

WP WATERPROOF(ING)

WR WEATHER RESISTIVE

WRB WATER RESISTIVE BARRIER

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD
ADDRESS:

CONTACT:

EMAIL:

CITY OF GOLETA
130 CREMONA DRIVE, SUITE B
GOLETA CA 93117
P:(805) 690-5128
OWNER

PATRICK ZUROSKE
[email protected]
ADDRESS:

CONTACT:

EMAIL:

RRM DESIGN GROUP
3765 S. HIGUERA ST. #102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

ARCHITECT

CHARLES DELLINGER
[email protected]
ADDRESS:

CONTACT:

EMAIL:

RRM DESIGN GROUP
3765 S. HIGUERA ST. 102
SAN LUIS OBISPO, CA 93401
P:(805) 543-1794

STRUCTURAL

ENGINEER

MICHAEL DOREMUS
[email protected]
ADDRESS:

CONTACT:

EMAIL:
3C ENGINEERING
1500 PALM STREET
SAN LUIS OBISPO, CA 93401
P:(805) 540-3363

MECHANICAL

ENGINEER

DENVER STANGER
[email protected]
ADDRESS:

CONTACT:

EMAIL:

THOMA ELECTRIC, INC.
3562 EMPLEO STREET, SUITE C
SAN LUIS OBISPO, CA 93401
P:(805) 543-3850

ELECTRICAL

ENGINEER

CHRIS JOSE
[email protected]

DEFFERED SUBMITTALS

SEPARATE SUBMITTALS

1. FIRE ALARM SYSTEM

1. NONE.

SUPPORTING DOCUMENTS
PREPARED BY:

DATE PREPARED:

JOB NUMBER:

RRM DESIGN GROUP

STRUCTURAL CALCULATIONS
JULY 15, 2025
1806-03-PS24
PREPARED BY:

DATE PREPARED:

JOB NUMBER:
3C ENGINEERING

ENERGY COMPLIANCE
MAY 9, 2025
1806-03-PS24
8 PF
REF.

REF.

PF
REF.

A-121
2 ROOF ACCESS
A-111
1 STAIR
STAIR
STAIR
STAIR
STAIR

MAIN ENTRY /
STAIR

ROOF ACCESS
STAIR
STAIR

MAIN ENTRY /
STAIR

AREA OF WORK, SEE STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.

C 3 9 6 2 3
09-30-27

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 5/7/2026 11:10:33 AM

ISSUE FOR BID

OVERALL PLANS

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
A-101
MAY 21, 2026
CD
CW CW
SCALE: 1/16" = 1'-0"A-101
ROOF PLAN3
SCALE: 1/16" = 1'-0"A-101
SECOND FLOOR REFLECTED CEILING PLAN4
SCALE: 1/16" = 1'-0"A-101
GROUND FLOOR PLAN (FOR REFERENCE ONLY)1
SCALE: 1/16" = 1'-0"A-101
SECOND FLOOR PLAN2
LEGEND
9 STAIR
TYP.
02 40 13.A5
TYP.
02 40 13.A2
TYP.
02 40 13.A3
02 41 19.A1
02 41 19.A1
NOTE:

THE INSTALLATION OF THE NEW GLU-LAM BEAM ON THE SECOND FLOOR MAY REQUIRE SPECIAL MEANS AND METHODS DUE TO LIMITED ACCESS. CONTRACTORS SHALL

ACCOUNT FOR ALL NECESSARY EQUIPMENT, LABOR, AND COORDINATION EFFORTS NECESSARY TO TRANSPORT AND INSTALL THE BEAM IN ITS FINAL LOCATION. THIS MAY

INCLUDE EXPLORATION OF ALTERNATIVE ACCESS ROUTES AND/OR PARTIAL DISASSEMBLY OF EXISTING ELEMENTS. CONTRACTORS SHALL COORDINATE THIS PROCESS WITH THE CITY OF GOLETA.

EXISTING GYPSUM BOARD CEILING

EXISTING ACOUSTICAL TILE CEILING

AREA OF WORK, SEE STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.

GENERAL LOCATION OF MECHANICAL UNIT ABOVE
C 3 9 6 2 3
09-30-27

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 5/7/2026 10:55:05 AM

ISSUE FOR BID

SECOND FLOOR PARTIAL RCP

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
A-111
NOVEMBER 18, 2025
CD
CW CW

1. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

2. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.

3. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

RCP GENERAL NOTES
02 40 13.A2 EXISTING LIGHT FIXTURE
02 40 13.A3 EXISTING MECHANICAL REGISTER
02 40 13.A5 EXISTING SKYLIGHT
02 41 19.A1 REMOVE AND PROTECT EXISTING CEILING GRID SYSTEM AND TILES, LIGHT FIXTURES, REGISTERS AND OTHER COMPONENTS.

REPAIR OR REPLACE ANY DAMAGED CEILING COMPONENTS OR
FIXTURES.

LEGEND
SCALE: 1/4" = 1'-0"A-101 A-111
SECOND FLOOR PARTIAL REFLECTED CEILING PLAN1

KEYNOTES
10 AREA OF WORK, SEE STRUCTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.
23 00 00.A1
23 00 00.A1
07 53 00.A1
07 62 00.A2
07 53 00.A1
07 62 00.A2
23 00 00.A2
23 00 00.A2
02 40 13.A6
TYP.
02 40 13.A9
TYP.
02 40 13.A7
02 40 13.A8
02 41 19.A2
TYP.
02 40 13.A5
02 41 19.A2
TYP.
02 40 13.A10
02 41 19.A3
02 41 19.A3
TYP.
02 40 13.A11
C 3 9 6 2 3
09-30-27

RENEWAL DATE
A

TCETIHCRADESNECIL
S
TAT

E OF CALIFORNI
CAMERON M. WIRE
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISION DATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

Autodesk Docs://X1806-03-PS24-Goleta City Hall TI/1806-06_Goleta_City_Hall_HVAC REPLACEMENT.rvt 5/7/2026 10:51:52 AM

ISSUE FOR BID

PARTIAL ROOF PLANS - DEMO &
NEW

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117
1806-03-PS24
A-121
NOVEMBER 18, 2025
CD
CW CW

1. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION.

2. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION.

3. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION.

4. ALL ROOFING MATERIALS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

5. ROOF COVERINGS AND UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH (2022 CBC 1507.1), AND MANUFACTURER'S INSTALLATION INSTRUCTIONS.

6. ALL WORK ON THE ROOF, INCLUDING PENETRATIONS FOR MECHANICAL

AND/OR PLUMBING, SHALL BE PATCHED AND REPARIED WITH A MATCHING ROOF ASSEMBLY TO EXISTING. WORK SHALL ADHERE TO THE

REQUIREMENTS OF THE WARRANTY OF THE EXISTING ROOF SYSTEM TO MAINTAIN THE EXISTING WARRANTY.

7. CONTRACTOR TO COORDINATE WITH EXISTING ROOF MANUFACTURER TO

SCHEDULE INSPECTIONS THAT MAY BE REQUIRED TO MAINTAIN THE EXISTING ROOF WARRANTY.

ROOF PLAN GENERAL NOTES
LEGEND
02 40 13.A5 EXISTING SKYLIGHT
02 40 13.A6 EXISTING ROOF ACCESS LADDER
02 40 13.A7 EXISTING ROOF SCREEN
02 40 13.A8 EXISTING ACCESS GATE
02 40 13.A9 EXISTING ROOF WALKING PADS
02 40 13.A10 EXISTING MECHANICAL UNIT TO REMAIN
02 40 13.A11 EXISTING MEMBRANE ROOFING
02 41 19.A2 REMOVE EXISTING MECHANICAL UNIT
02 41 19.A3 REMOVE EXISTING MECHANICAL UNIT SUPPORT CURBS 07 53 00.A1 SINGLE-PLY MEMBRANE ROOFING
07 62 00.A2 ALUMINUM FLASHING
23 00 00.A1 NEW MECHANICAL UNIT, SEE MECHANICAL DRAWINGS. 23 00 00.A2 NEW MECHANICAL UNIT SUPPORT CURBS, SEE MECHANICAL DRAWINGS.

KEYNOTES
SCALE: 1/4" = 1'-0"A-101 A-121
PARTIAL ROOF PLAN - NEW2
SCALE: 1/4" = 1'-0"A-121
PARTIAL ROOF PLAN - DEMO1
11 DETAIL REFERENCE BUBBLE WITH LEADER

DRAG STRUT CONNECTION

MOMENT CONNECTION

WIDE FLANGE STEEL COLUMN

NUMBER OF EVENLY SPACED

STEEL HSS TUBE COLUMN

WELDED WIRE FABRIC

ELEVATION OF WALL OR FRAME

SLOPED SURFACE

INDICATES SAND OR GROUT

INDICATES GRAVEL

EARTH LAYER

NORTH ARROW
SLOPE

FULL HEIGHT SECTION INDICATOR

DETAIL REFERENCE BUBBLE

BEAM CAMBER AT MID-SPAN

SPECIAL STUD SPACING SEE TYPICAL

DOUBLE ANGLE BRACE

STEEL IN CROSS SECTION

INDICATES BEARING CMU WALL BELOW

INDICATES BEARING CMU WALL ABOVE

INDICATES NON-BEARING CMU WALL BELOW

INDICATES NON-BEARING CMU WALL ABOVE

INDICATES EXISTING BEARING CMU WALL

INDICATES BEARING CONCRETE WALL BELOW

INDICATES EXISTING NON-BEARING CMU WALL

INDICATES NON-BEARING CONCRETE WALL BELOW

INDICATES BEARING CONCRETE WALL ABOVE

INDICATES NON-BEARING CONCRETE WALL ABOVE

INDICATES EXISTING NON-BEARING CONCRETE WALL

SHEET INDEX SYMBOLS

FULL HEIGHT STIFFENER CONNECTION

STEPPED FOOTING

TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATION

MEMBER SPLICE

STEEL HSS OR PIPE COLUMN

INDICATES FOOTING TYPE PER SCHEDULE
(WWF LAYER)
STEPPED SURFACE; FLOOR DEPRESSION

ANGLE BRACE

SHEAR STUDS

STEEL DETAILS
C1
S-101SHEET INDEX, ABBREVIATIONS & SYMBOLS
S-102GENERAL NOTES
S-201ROOF FRAMING PLAN
S-301ROOF FRAMING DETAILS

INDICATES BEARING WOOD WALL BELOW

INDICATES BEARING WOOD WALL ABOVE

INDICATES PLYWOOD SIDE FOR SHEARWALL

INDICATES NON-BEARING WOOD WALL BELOW

INDICATES NON-BEARING WOOD WALL ABOVE

INDICATES EXISTING BEARING WOOD WALL

INDICATES EXISTING NON-BEARING WOOD WALL

INDICATES EXISTING BEARING CONCRETE WALL
-
S-
BOT OF
EL = (-X'-X")

BOTTOM STEPPED FOOTING

WOOD POST
X
XX'-X"

INDICATES SHEAR WALL TYPE AND LENGTH, PER SHEAR WALL SCHEDULE INDICATES HEADER @ OPENING PER HEADER SCHEDULE

INDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)

INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENERXX

INDICATES BEARING WALL

SHADED AREA INDICATES CALIFORNIA FRAMING

SHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVE

INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOISTXX

INDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT

INDICATES TOP PLATE SPLICE NAILING PER SCHEDULE

INDICATES PAD FOOTING TYPE PER SCHEDULE
1xINDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE

WALL TYPES

ABBREVIATIONS
F1
X
KSI

FOOTING
HEIGHT

INCLUDE

INFORMATION
INCL
INFO
JST
INSP
INT
JOINT
JOIST
KIPS
ID
I-JST
IN
IF
HT
INCH

GRADE BEAM

HORIZONTAL
GROUND

HIGH POINT
H or HORIZ
HP
GB
GRND

FACE OF MASONARY
FOOT; FEET
FOM
FJ

ELEVATOR

EDGE NAIL

EMBEDMENT

EXISTING

EXTERIOR

EACH WAY

EQUAL OR EQUIVALENT
EXIST or (E)
FDN
EW
ELEV
ES
EQUIP
EQ

STRUCTURAL STEEL SHAPES

WT, ST, MT
MC

AMERICAN STD CHANNEL SHAPE

MISC CHANNEL SHAPE
THRU
THK
T & G
T & B
TOC
TO
TB
STRUCT
STIFF
STL
SW

THREADED
TEMPERATURE; TEMPORARY

STIFFENERS
STEEL

STANDARD

AMERICAN WOOD PRESERVERS ASSOCIATION
CONSTRUCTION JOINT; CONTROL JOINT

COMPLETE JOINT PENETRATION WELD

DIAPHRAGM

DRAWING

DIAMETER
DOWEL

EACH FACE

ELEVATION
EF
EL
DWL
EACH
DIM
DIAG

CONTRACTOR

CONSTRUCTION

CUBIC FOOT

PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECT

CONCRETE
DBL
CU FT
d
DETAIL
CONSTR
CONTR
CJP
CONT
CONN
CONC

BEARING

CENTER OF GRAVITY

CENTER TO CENTER

CANTILEVER
CAMBER

COMPRESSION
COLUMN

CONCRETE MASONRY UNIT
CLR
COMP
CMU
CJ
CL
BTWN

BLOCKING
BN
BM
BLOCK
BLDG
ASTM
AITC
SPECS
SN
SPCG
SHTG
SEP
PSI
PVMT
#
PSL

SHEATHING
SHEET

SECTION

PARTIAL JOINT PENETRATION WELD
REINFORCE; REINFORCING

PARALLEL STRAND LUMBER

PAVEMENT

REFERENCE

REQUIRED

PLATE WASHER

PREFABRICATED

PLYWOOD

ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR

PONDS PER LINEAL FOOT

PROPERTY LINE

PERPENDICULAR
ADDL

APPROXIMATE
ARCHITECTURAL; ARCHITECT

ADJACENT
ARCH
APA
AESS
ALUM
ALT
ADJ

ANCHOR BOLT

AMERICAN CONCRETE INSTITUTE
AB

LINEAL FOOT

POUND(S)

LOW POINT

LEVEL OR LAMINATED VENEER LUMBER

MACHINE BOLT

MASONRY

MATERIAL
LINEAL; LINEAR

LONG SLOTTED HOLES

LONG LEG VERTICAL
LF
LT WT
MAS
MAX
MATL
LVL
LLV
LLH

AMERICAN PLYWOOD ASSOCIATION)

KIPS PER SQUARE INCH
FTG

HORIZONTALLY SLOTTED HOLESHSH

INSIDE DIAMETER

INSIDE FACE

I-JOIST

INSPECTION

INTERIOR
JT
K

GALVANIZED
HANGER

GLUED LAMINATED BEAM
HGR
GR
GLB
GALV
GA
GRADE
GAUGE

FACE OF CONCRETE

FIELD NAIL
FLANGE

FLOOR JOIST

FRAMING

FACE OF WALL

FACE OF STUD
FT
FRMG
FOW
FOS
FN
FOC
FLG
FLR
FIN
FLOOR
FINISH

ENGINEER

EACH SIDE

EQUIPMENT

FOUNDATION
EXT
ENGR
EN
EMBED

TYPICAL TYP
PIPE-X

PIPE-XX
HSS
C
PIPE
L
W
WWF
WD
WP
W/O
W/
UNO
VSH
VERT
UT

DBL EXTRA STRONG PIPE SHAPE

EXTRA STRONG PIPE SHAPE

HOLLOW STRUCTURAL SECTION

STANDARD PIPE SHAPE

STRUCT TEE SHAPE

ANGLE SHAPE

W SHAPE

WELDED WIRE FABRIC
WORK POINT; WATERPROOF
WOOD

WITHOUT
WITH

VERTICAL SLOTTED HOLES

ULTRA-SONIC TEST

UNLESS NOTED OTHERWISE

VERTICAL
TOP or T
THR
TOW
TOS
TOF
TEMP
STIRR
SYM
SS
SSL
STGR
STD
SQ

TOP OF STEEL/TOP OF SLAB
TOP OF CURB; TOP OF CONCRETE

THICKNESS/THICK

THROUGH

TOP OF WALL
TOP

TOP OF FOOTING

TONGUE & GROOVE

TOP AND BOTTOM
TOP OF

TIE BEAM

SYMMETRICAL

SHEAR WALL

STRUCTURAL

STIRRUP

SHORT SLOTTED HOLES

STAINLESS STEEL

STAGGER
SQUARE
AWPA

AMERICAN SOCIETY FOR TESTING MATERIALS

AMERICAN INSTITUTE OF TIMBER CONSTRUCTION

DOUGLAS FIR/LARCHDF

DIMENSION

DIAGONAL

ELECTRICAL

EXPANSION JOINT
DWG
ELEC
EJ
EA
DIAPH
DNDOWN
CENTER

DEPARTMENT
DOUBLE
COUNTERSINK; COUNTERSUNK
CONTINUE; CONTINUOUS
CTR
DEPT
DET
CTSK

BETWEEN
CLEARANCE; CLEAR

CENTER LINE

CAST-IN-PLACE
COL
CIP
BRG

CAM OR C
CANT
CG
CC

BUILDING

BOUNDARY NAIL
BOTTOM

AMERICAN WELDING SOCIETY
BLK

BOT OR B
BRC
BLKG
BRACE
BEAM
AWS
SOG
SIM
SCHED
RF
Ø
SHT
SECT
REINF
REF
REQD
PREFAB
PLY
PT
PW
PSF
PJP
PROP

SPECIFICATIONS

SLAB ON GRADE

SHEAR NAIL

SPACING

SIMILAR
ROUND; DIAMETER
ROOF

SEPARATION

SCHEDULE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT
POUND; NUMBER

PRESSURE TREATED

PROPERTY

MECHANICAL
NEW
NORTH

ON CENTER

NOT TO SCALE
NUMBER

OPENING

OPPOSITE

OUTSIDE FACE

ORIENTED STRAND BOARD

OPPOSITE HAND
MINIMUM; MINUTE

OUTSIDE DIAMETER

MISCELLANEOUS

MANUFACTURER

PARA OR //
PLF
PL
PLCS
P OR PL.

PERP
OPNG
OSB
ORIG
OH
OF
NTS
MECH
MISC
N

PLYWOOD INDEX
PRECAST; PIECE
PLATE
PLACES

PARALLEL

ARCHITECTURAL EXPOSED STRUCTURAL STEEL

AMERICAN NATIONAL STANDARDS INSTITUTE

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ADDITIONAL
ANCHOR

ALTERNATE

ALUMINUM

APPROVED

ENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCH
APPROX
APPVD
ANSI
AISC
ACI

LIGHTWEIGHT

MAXIMUM

LONG LEG HORIZONTAL
MB
LP
LSH
LIN
LB(S) OR #
DIA OR Ø

LAMINATED STRAND LUMBERLSL

ABOVE AND BELOWA & B

RRROOF RAFTER

POST ABOVE PA

FLOOR TIE ABOVEFTA

KING POST KP

WOWHERE OCCURS

ABOVE ABV

KING STUD KS

TSTRIMMER STUD

DODO OVER

HEADER HDR

BELBELOW

SHEET INDEX,

ABBREVIATIONS & SYMBOLS
S-101

ISSUE FOR BID
N:\1800\1806-03-ps24-goleta-city-hall-ti\structural\ConDocs\sheet-files\_goletahall-ti\1806-03-PS24 -S101.dwg, S101, May 08, 2026 2:11pm, jdlong

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 13, 2026
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2026.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. rrmdesign.com | (805) 543-1794
AGENCY
C. PRESSLER
M. DOREMUS
M. DOREMUS
12 GENERAL NOTES
S-102

ISSUE FOR BID
N:\1800\1806-03-ps24-goleta-city-hall-ti\structural\ConDocs\sheet-files\_goletahall-ti\1806-03-PS24 -S102.dwg, S102, May 08, 2026 2:11pm, jdlong

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 13, 2026
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2026.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:

A. 2022 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2022 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.

B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).

C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.

2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK

PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE

CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.

4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALED FROM THE DRAWINGS.

5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:

A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS

NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,

SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN E. FLOOR AND ROOF FINISHES
F. MISCELLANEOUS DRAINAGE AND WATERPROOFING
G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS

6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:

A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.

B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.

C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.

D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.

7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:

A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADE
d. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING

8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE

CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,

INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING

STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE

INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.

9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.

BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.

10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR

SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP, SHORTENING, ETC..

11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.

12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.

13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH

STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING.

SHORING IS NOT THE RESPONSIBILITY OF THE SEOR. CONTRACTOR TO SUBMIT ANY SHORING DESIGN AND DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

17.EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION.

18.THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW SUBMITTAL PACKAGES (10 WORKING DAYS, MINIMUM) AND REQUESTS FOR INFORMATION (7 WORKING DAYS MINIMUM).

GENERAL

1.DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS).

2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. DRAWINGS SHALL NOT BE SCALED.

3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.

4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.

5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.

6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.

DIMENSIONS

1. DEAD LOADS:

2. FLOOR LIVE LOADS: (2022 CBC SECTION 1603.1.1)

3. ROOF LIVE LOADS (2022 CBC SECTION 1603.1.2)

4. ROOF SNOW LOADS (2022 CBC SECTION 1603.1.3):

5. WIND DESIGN DATA (2022 CBC SECTION 1603.1.4) :

6. EARTHQUAKE DESIGN DATA (2022 CBC SECTION 1603.1.5):

7. GEOTECHNICAL INFORMATION (2022 CBC SECTION 1603.1.6):

REFER TO FOUNDATION GENERAL NOTES

SITE AND OCCUPANCY PARAMETERS

PARAMETERVALUEREFERENCE
RISK CATEGORY II2022 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:

S S = 2.322
2022 CBC 1613.2.1
S 1 = 0.818
SITE CLASSD (DEFAULT)2022 CBC 1613.2.2
SPECTRAL RESPONSE COEFFICIENTS:

S DS = 1.858
2022 CBC 1613.2.4
S D1 = 0.927

COMPONENTS & CLADDING WIND PRESSURES (PSF)

LOCATION

COMPONENT TRIBUTARY AREA (SQ FT)
10100500
ROOF
ZONE 1'-19.4-19.4-16.0
ZONE 1-33.8-26.6-21.2
ZONE 2-44.5-35.6-28.4
ZONE 3-60.7-41.9-28.4
ALL ZONES16.016.016.0

OVERHANG
ZONE 1'-33.8-32.0-21.2
ZONE 1-33.8-32.0-21.2
ZONE 2-44.5-32.0-23.0
ZONE 3-60.7-39.2-23.0
WALL
ZONE 4-23.0-19.9-17.6
ZONE 5-28.4-22.1-17.6
POSITIVE21.217.616.0

DEAD LOADS

LOCATIONSUNIFORM (PSF)
ROOF:BUILT UP ROOF OVER SAWN LUMBER
W/ ACOUSTICAL TILE CEILING17
FLOOR:CARPET OVER GYPCRETE OVER TJI
JOISTS24
EXTERIOR BEARING WALLS:10" CONCRETE WALL106
EXTERIOR BEARING WALLS:PLASTER/STUCCO EXTERIOR WALL21
INTERIOR NON BEARING WALLS: NON-BEARING PARTITION WALL9

ROOF LIVE LOADS

OCCUPANCY OR USEUNIFORM
(PSF)
CONC.
(LBS)REFERENCE
ROOF

ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT

ARE NOT OCCUPIABLE)
20___2022 CBC TABLE
1607.1

SNOW DESIGN DATA

PARAMETERVALUEREFERENCE
GROUND SNOW LOADPg = 0 PSFASCE 7-16 7.2

WIND DESIGN DATA

PARAMETERVALUEREFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST)VULT = 92 MPH2022 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST)VASD = 72 MPH2022 CBC 1609.3.1 EXPOSURE CATEGORYC2022 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT:GCpi = ± 0.18ASCE 7-16 TABLE 26.13-1

DESIGN INFORMATION

FLOOR LIVE LOADS

OCCUPANCY OR USEUNIFORM
(PSF)
CONC.
(LBS)REFERENCE
OFFICES50___2022 CBC TABLE 1607.1

1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING:

A. DESIGN LATERAL SOIL LOADS ARE IN ACCORDANCE WITH 2022 CBC TABLE 1610.1 B. ALLOWABLE FOUNDATION BEARING AND LATERAL PRESSURES ARE IN ACCORDANCE WITH 2022 CBC TABLE 1806.2
C. VALUES LISTED SHALL BE VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER

2. SPREAD OR CONTINUOUS FOOTINGS:

NOTES:

A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.

B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE .

C. THE UPPER 0 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.

D. COMPACTED FILL SHOULD BE PREPARED AS FOLLOWS: A MIN OF 12" OF COMPACTED FILL SHALL BE PROVIDED, COMPACTED TO A MIN OF 90 PERCENT MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557 (2022 CBC 1804.6)
E. MAY BE DOUBLED FOR ISOLATED POLES PER 2022 CBC 1806.3.4

4. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL

CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION

PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

5. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.

6. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.

7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.

8. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.

9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY

COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO

SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PER SECTION 1705.6 OF THE CODE.

10. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.

11. PIPES WITHIN THE ZONE OF INFLUENCE OF BUILDING OR SITE ELEMENT FOUNDATIONS SHALL BE ENCASED IN LEAN CONCRETE AT THE DIRECTION OF THE GEOTECHNICAL ENGINEER OF RECORD.

ELEMENTALLOWABLE BEARING

CAPACITY (PSF) A

ALLOWABLE LATERAL RESISTANCE B

PASSIVE RESISTANCE
(PSF/FT BELOW

GRADE) E

COHESION (PSF)
CONT FOOTING1,500100120

FOUNDATION

EXISTING CONDITIONS

1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.

2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.

EXISTING UNDERGROUND UTILITIES

1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.

A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.

B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.

DEMOLITION

1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A WAY AS NOT TO DAMAGE EXISTING ELEMENTS, WHICH ARE TO REMAIN IN THE FINISHED STRUCTURE.

2. ALL ELEMENTS OF THE STRUCTURE, WHICH ARE TO REMAIN, AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE.

3. CONTRACTOR IS REPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING ELEMENTS THAT ARE NECESSARY FOR THE INSTALLATION OF ALL NEW WORK.

4. WHERE EXISTING PARTITION WALLS ARE TO BE DEMOLISHED, CONTRACTOR SHALL VERIFY WALLS ARE NON-BEARING PRIOR TO DEMOLITION. IF WALLS ARE FOUND TO BE BEARING, CONTRACTOR SHALL NOTIFY

ARCHITECT IMMEDIATELY

1. FRAMING LUMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:

2. FLOOR JOISTS SHALL BE GRADE STAMPED “S-DRY” WHICH INDICATES A MOISTURE CONTENT NOT EXCEEDING 19 PERCENT.

3. ALL SOLE PLATES AND TOP PLATES SHALL BE GRADE STAMPED “KD” WHICH INDICATES KILN DRIED WITH A MOISTURE CONTENT NOT EXCEEDING 15 PERCENT AT BUILDINGS WITH 4 OR MORE STORIES.

4. STUD WALLS SHOWN ON PLANS ARE NONBEARING PARTITIONS WALLS, BEARING WALLS OR SHEAR WALLS BELOW THE FRAMING LEVEL, UNLESS NOTED OTHERWISE. STUDS SHALL BE SIZE AND SPACING AS NOTED IN THE DRAWINGS, SEE PLANS AND ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED.

5. MINIMUM FRAMING NAILING SHALL CONFORM TO CBC TABLE 2304.10.2. ALL NAILS SHALL BE COMMON WIRE NAILS. PREDRILL NAIL HOLES TO 70% OF NAIL SHANK DIAMETER WHERE NAILING TENDS TO SPILT WOOD.

6. UNLESS OTHERWISE NOTED, ALL WOOD SILL PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 5/8” Ø X 12” BOLTS W/ 0.229" X 3" X 3" PLATE WASHER (GALV) AT 4'-O”' O.C. BEGINNING AT 9" O.C. MAXIMUM FROM EACH END OF THE PLATES. THE BOLTS SHALL EXTEND A MINIMUM OF 7” INTO THE CONCRETE OR MASONRY. (POWDER DRIVEN PINS AT 1/3 OF THE BOLT SPACING OR 24” O.C. MAXIMUM MAY BE SUBSTITUTED FOR THE ANCHOR BOLTS AT INTERIOR NON-SHEAR WALLS ONLY).

7. PRESERVATIVE TREATMENT:

A. WOOD MEMBERS SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AITC 109-07, STANDARD FOR PRESERVATIVE TREATMENT, BASED ON THE SERVICE CONDITION PER THE USE CATEGORIES (UC#) SPECIFIED IN AWPA U1-20.
a. UC1 - INTERIOR CONSTRUCTION, ABOVE GROUND, DRY - NO PRESERVATIVE TREATMENT REQUIRED. b. UC2 - INTERIOR CONSTRUCTION, ABOVE GROUND, WET - PRESERVATIVE TREATMENT REQUIRED IF THE HUMIDITY OR MOISTURE CONDENSATION IS 20% OR GREATER. c. UC3 - EXTERIOR CONSTRUCTION ABOVE GROUND - PRESERVATIVE TREATMENT REQUIRED.

B. FOR ALL TREATED WOOD MEMBERS, ALL CUTS, HOLES OR INJURIES SUCH AS ABRASIONS OR HOLES FROM

REMOVAL NAILS AND SPIKES WHICH MAY PENETRATE THE TREATED ZONE SHALL BE FIELD TREATED IN ACCORDANCE WITH AWPA M4-15. THE FOLLOWING FILED TREATMENTS SHALL BE USED:
a. BORED HOLES: HOLES FOR CONNECTORS OR BOLTS MAY BE TREATED BY PUMPING COAL TAR ROOFING CEMENT MEETING ASTM D5643 INTO HOLES USING A GREASE GUN OR SIMILAR DEVICE. b. EXTERIOR: COPPER NAPHTHENATE.
c. INTERIOR: INORGANIC BORON PRESERVATIVES LIMITED TO USE IN APPLICATIONS NOT IN CONTACT WITH GROUND AND CONTINUOUSLY PROTECTED FROM LIQUID WATER.

C. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED LUMBER WITH AWPA TREATMENT C2 USING EITHER ALKALINE QUAT (ACQ TYPE B AND D), COPPER AZOLE (CBA-A, CA-B), OR SODIUM BORATES (SBX). ANCHOR BOLTS, FASTENERS, AND METAL FRAMING CONNECTORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED GALVANIZED TO A RATING OF G-185 PER ASTM A653.

8. PROVIDE 2 STUDS UNDER ALL 4 X 10 AND LARGER BEAMS OR HEADERS AT SPANS 6 FEET OR LONGER, UNLESS OTHERWISE NOTED. WHERE POSTS OR MULTIPLE STUDS UNDER BEAMS OR HEADERS ARE CALLED FOR ON DRAWINGS THOSE POSTS OR MULTIPLE STUDS SHALL BE CARRIED TO THE FOUNDATION/PODIUM LEVEL.

9. PROVIDE THE FOLLOWING BLOCKING AS A MINIMUM, UNLESS SHOWN OTHERWISE:
2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER SUPPORT. 2x FULL DEPTH SOLID BLOCKING BETWEEN JOISTS OVER AND BELOW PARTITION WALLS.

10. DOUBLE JOISTS UNDER PARTITIONS RUNNING PARALLEL TO JOISTS, UNLESS SUPPORTED BY A WALL BELOW OR SHOWN OTHERWISE. NAIL DOUBLED JOISTS WITH 16d AT 12” O.C., STAGGERED.

11. BRIDGING SHALL BE 2 X SOLID BLOCKS, INSTALLED AS FOLLOWS:

ROOF JOISTS MORE THAN 10" DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.

FLOOR JOISTS MORE THAN 10” DEPTH, 8'-O” O.C. MAXIMUM, NOT MORE THAN 8'-0' FROM SUPPORT.

12. JOIST HANGERS AND OTHER METAL FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY PARTICULAR TYPE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, STOCKTON, CALIFORNIA. ACCESSORIES OF

OTHER MANUFACTURES WITH EQUIVALENT LOAD CARRYING CHARACTERISTICS MAY BE USED WITH APPROVAL BY SEOR.

13. FIRE STOPPING, BACKING FOR INTERIOR FINISHES, NONBEARING WALLS, AND OTHER NON-STRUCTURAL FRAMING ARE NOT NECESSARILY SHOWN ON STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS.

14. THE TOP OF NON-BEARING WALLS SHALL NOT BE IN CONTACT WITH JOISTS/TRUSSES/RAFTERS ABOVE. REFER TO THE REFERENCED DETAILS FOR REQUIRED GAP, 1/2" MINIMUM, UNLESS NOTED OTHERWISE IN DETAIL.

SAWN LUMBER PROPERTIES

USESIZESPECIESGRADEREFERENCE

MUDSILLS
2x4D.F.STANDARD OR BETTER

PRESSURE TREATED
2022 CBC
2303.1.9 2x6 AND LARGERD.F.NO. 2 OR BETTER

PRESSURE TREATED
2xREDWOOD FOUNDATION GRADE

HORIZONTAL FRAMING LUMBER
ROOF JOISTS AND RAFTERS2xD.F.NO. 2

WCLIB &
WWPA
FLOOR JOISTS2xD.F.NO. 2
HEADERS AND BEAMS4xD.F.NO. 2
ANY OTHER HORIZONTAL4x4 AND SMALLERD.F.NO. 2
6x6 AND LARGERD.F.NO. 1

VERTICAL FRAMING LUMBER
TOP PLATES2xD.F.NO. 2

WCLIB &
WWPA
STUDS2x4 & 3x4D.F.STUD
2x6 & 2x8D.F.NO. 2
POSTS4x4 & 4x6 POSTSD.F.NO. 2
6x6 & LARGER POSTSD.F.NO. 1

ALL OTHER FRAMING LUMBER

ALL OTHER FRAMING LUMBER,
UNOALL SIZESD.F.STANDARD & BETTERWCLIB &
WWPA

SAWN LUMBER
GENERAL:

USE ALL SPECIFIED FASTENERS AS SPECIFIED ON PLANS. IF NOT INDICATED ON PLANS PROVIDE FASTENERS PER MFR'S

APPROVED ICC-ESR REPORT OR PRODUCT LITERATURE
HOLDOWNS:

1. DO NOT OVER TIGHTEN NUTS ON TIE-DOWN ANCHOR RODS OR BOLTS. TIGHTEN ANCHOR ROD NUTS

ONE-THIRD TO ONE HALF TURN BEYOND FINGER TIGHT

2. INSTALL ALL HOLDOWNS TIGHT TO END STUDS/POST, DO NOT USE FILLER BLOCKS. FOR MISALIGNED ANCHOR BOLTS, EXTEND THE ANCHOR ROD AT A 1:6 (HORIZ/VERT) USING A COUPLER WITH EQUIVALENT ANCHOR ROD

AND INSTALL THE HOLDOWN HIGHER ON END STUD / POST

3. FOR HOLDOWNS THAT BOLT TO END POSTS, INSTALL THE HEAD OF THE BOLT TO THE BRACKET SIDE, AND ON

THE SIDE OPPOSITE THE BRACKET, INSTALL A WASHER BETWEEN THE NUT AND THE STUD / POSTS TIE DOWN & COLLECTOR STRAPS:

1. TIE DOWN AND COLLECTOR STRAPS SHALL BE INSTALLED STRAIGHT AND TRUE. DO NOT FOLD, BEND, KINK OR

OTHERWISE ALTER CONNECTOR STRAPS

2. INSTALL TIE DOWN STRAPS DIRECT TO POST IN LIEU OF OVER SHEATHING. STRAPS MAY BE INSTALLED ON THE

UNSHEATHED SIDE OF THE END STUDS / POSTS

HARDWARE AND CONNECTORS

FASTENER INFORMATION

1. ALL NAILS SPECIFIED TO BE COMMON NAILS, UNLESS SPECIFIED OTHERWISE. 1 12 02 123 3 12
16d
COMMON

0.162"

0.148"
10d
COMMON
8d
COMMON

0.131"

1. WOOD STRUCTURAL PANELS SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:

TABLE NOTES:

A. WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE IN

ACCORDANCE WITH THE FOLLOWING VOLUNTARY STANDARDS BY THE ENGINEERED WOOD ASSOCIATION (APA):
a. VOLUNTARY PRODUCT STANDARD, STRUCTURAL PLYWOOD, PS 1-09 b. VOLUNTARY PRODUCT STANDARD, PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS, PS 2-10
B. WOOD STRUCTURAL PANELS SHALL BE IDENTIFIED BY THE APA TRADEMARK INDICATING

CONFORMANCE TO THE APPLICABLE VOLUNTARY STANDARD
C. WHERE PANELS ARE EXPOSED TO REPEATED WETTING AND REDRYING, LONG-TERM EXPOSURE TO WEATHER, OR CONDTIONS OF SIMILAR SEVERITY, "EXTERIOR" APA RATED PLYWOOD SHEATHING SHALL BE USED. C-D “EXPOSURE 1" APA RATED PLYWOOD SHEATHING (CDX) SHALL NOT BE USED FOR CONDITIONS INVOLVING LONG-TERM EXPOSURE TO WEATHER.
a. EXCEPTION: WOOD STRUCTURAL PANEL ROOF SHEATHING EXPOSED TO THE OUTDOORS ON THE UNDERSIDE IS PERMITTED TO BE "EXPOSURE 1" TYPE.
b. WOOD STRUCTURAL PANELS TO BE USED AS SIDING SHALL COMPLY WITH ANSI/APA PRP-210.

D. ORIENTED STRAND BOARD (OSB) WITH EQUIVALENT CLASSIFICATION AND RATINGS MAY BE USED IN LIEU OF PLYWOOD FOR WOOD STRUCTURAL PANEL WALL SHEATHING.

2. TRANSPORTATION, STORAGE, AND HANDLING:

A. TRANSPORTATION
a. IN TRANSPORTING PANELS ON OPEN TRUCK BEDS, COVER THE BUNDLES WITH A TARP.

B. STORAGE
a. ALWAYS STORE THE PANELS UNDER COVER WHENEVER POSSIBLE b. WHEN STORING PANELS OUTSIDE STACK THEM ON A LEVEL SURFACE ON TOP OF STRINGERS OR OTHER BLOCKING, THREE STRINGERS MINIMUM.
c. NEVER LEAVE PANELS IN CONTACT WITH THE GROUND
d. COVER THE STACK WITH A PLASTIC TARP, ENSURING THAT THE BUNDLE IS WELL VENTILATED TO PREVENT MILDEW.
e. IF MOISTURE ABSORPTION IS EXPECTED, CUT THE STEEL BAND TO PREVENT DAMAGE f. KEEP SANDED OR OTHER APPEARANCE GRADE PANELS AWAY FROM HIGH TRAFFIC AREAS C. HANDLING
a. ALWAYS PROTECT ENDS AND EDGES, ESPECIALLY TONGUE AND GROOVE PRODUCTS, FROM PHYSICAL DAMAGE.
b. ACCLIMATIZE THE PANELS FOR 24 HOURS MINIMUM BEFORE INSTALLATION BY STANDING THE

PANELS ON EDGE WITH A GAP BETWEEN EACH TO ALLOW FOR AIR CIRCULATION OR PER MANUFACTURER'S RECOMMENDATIONS.

3. PLYWOOD ORIENTATION
A. ROOF AND FLOOR SHEATHING SHALL BE LAID WITH THE GRAIN OF THE OUTER PILES PERPENDICULAR TO THE FRAMING MEMBERS, SHALL BE CONTINUOUS OVER 2 JOIST BAYS MINIMUM AND END JOINTS SHALL BE JOINED OVER FRAMING AND STAGGERED. LEAVE A 18" GAP BETWEEN PANELS TO ALLOW FOR PANEL EXPANSION UNLESS RECOMMENDED OTHERWISE BY THE PANEL MANUF. REFER TO SPECIFIC DETAILS IN THE DRAWINGS FOR FURTHER PARAMETERS.

B. PLYWOOD OR OSB WALL SHEATHING MAY BE APPLIED VERTICALLY OR HORIZONTALLY. ALL END JOINTS BE JOINED OVER FRAMING AND STAGGERED.

4. BLOCKING:

A. ROOF: ALL ROOF SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHERE PERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.

B. ALL FLOOR SHEATHING SHALL BE BLOCKED UNLESS SPECIFICALLY ALLOWED ON PLANS. WHERE PERMITTED TO BE UNBLOCKED, ALL UNBLOCKED EDGES SHALL BE TONGUE AND GROOVE.

C. WALLS: ALL SHEAR WALLS SHALL BE FULLY BLOCKED AT PLYWOOD EDGES.

5. FASTENERS
A.USE SHEATHING NAILS SAME GAUGE AS COMMON WIRE NAILS WITH LENGTHS AT LEAST EQUAL TO SHEATHING THICKNESS PLUS REQUIRED PENETRATION PER AWS SDPWS TABLE 4.2A OR 4.3A (AS REQUIRED).

B. EQUIVALENT PNEUMATIC DRIVE NAILS MAY BE USED IF FASTENER MANUFACTURER HAS RECEIVED ICC OR IAPMO APPROVAL FOR THE INTENDED USE. FASTENERS TO BE SUBSTITUTED SHALL BE EQUIVALENT IN LATERAL AND WITHDRAWAL STRENGTH TO THE SIZE OF COMMON NAIL SPECIFIED.

C. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16” PLYWOOD OR OSB SHEATHING. IF NAIL HEADS PENETRATE THE OUTER PLY MORE T HAN WOULD

BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.

D. TYPICAL NAILING SHALL BE 10d AT 6” O.C. AT ALL SUPPORTED EDGES AND OVER SHEAR WALLS, AND 10D AT 12” O.C. AT ALL INTERMEDIATE SUPPORTS, UNLESS OTHERWISE NOTED, SEE PLANS AND REFER TO SHEAR WALL SCHEDULE.

WOOD STRUCTURAL PANELS (SHEATHING)

WOOD STRUCTURAL PANEL PROPERTIES

USE PLYBOND

CLASSIFICATION C

SHEATHING
GRADE

PERFORMANCE

RATINGSPAN RATINGRATING BREFERENCE A
ROOF5EXPOSURE 1

REFER TO TYPICAL DIAPHRAGM SCHEDULE
APA2022 CBC
2303.1.5
(DOC PS 1-19
OR PS 2-18)
FLOOR5EXPOSURE 1APA
WALL D5EXPOSURE 1 REFER TO TYPICAL SHEAR WALL SCHEDULE APA

STRUCTURAL GLUED LAMINATED TIMBER PROPERTIES C

USECOMBINATION
SYBMOL

SPECIES

OUTER/CORERATING BAPPEARANCEREFERENCE A
SIMPLE SPAN24F-V4DF/DFAITC OR
APA-EWSSEE NOTE D2022 CBC 2303.1.3
(AITC/ANSI 190.1-07
OR ANSI 190.1-12
AND ASTM D3737)

CANTILEVER OR MULTI
- SPAN/CONTINUOUS24F-V8DF/DFAITC OR

APA-EWSSEE NOTE D

1. STRUCTURAL GLUED LAMINATED TIMBER SHALL MEET THE FOLLOWING MINIMUM STANDARDS EXCEPT WHERE OTHERWISE NOTED:

TABLE NOTES:

A. GLUED LAMINATED MEMBERS SHALL BE MANUFACTURED AS REQUIRED IN ASTM D 3737 AND EITHER OF THE FOLLOWING STANDARDS:
a. ANSI 117-15 (CODE REFERENCED)
b. ANSI 190.1-22 (CURRENT STANDARD)
B. STRUCTURAL GLUED LAMINATED TIMBERS SHALL BE IDENTIFIED WITH A STAMP BEARING THE AITC QUALITY MARK OR AWA-EPS TRADEMARK. PLACE STAMPS ON SURFACES THAT WILL NOT BE EXPOSED TO VIEW IN THE COMPLETED STRUCTURE. SUBMIT CERTIFICATES OF CONFORMANCE INDICATING THAT THE GLULAM

MEMBERS CONFORM TO THE REQUIREMENTS OF ANSI
C. REFER TO GENERAL WOOD NOTES FOR PRESERVATIVE TREATMENT.

D. STRUCTURAL GLUED LAMINATED MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADES:
a. INDUSTRIAL: TYPICAL EXPOSURE FOR MEMBERS NOT EXPOSED TO VIEW IN THE COMPLETED WORK.
b. ARCHITECTURAL: EXPOSURE FOR MEMBERS EXPOSED TO VIEW IN THE COMPLETED WORK. c. PREMIUM: EXPOSURE FOR SPECIFIC EXPOSED MEMBERS AS INDICATED ON THE DRAWINGS.

2. ADHESIVES USED IN THE GLULAM MANUFACTURING PROCESS SHALL CONFORM TO ANSI 405-18 (PREVIOUSLY AITC 405), STANDARD FOR ADHESIVES FOR USE IN STRUCTURAL GLUED LAMINATED TIMBER. ADHESIVES SHALL BE A WET-USE ADHESIVE MEETING THE REQUIREMENTS OF ASTM D5229.

3. MEMBERS SHALL HAVE A SEALER ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS AFTER FABRICATION. END SEAL EACH END OF THE MEMBER IMMEDIATELY AFTER CUTTING.

4. PROVIDE CAMBER AS INDICATED ON THE DRAWINGS.

5. TRANSPORTATION, STORAGE, AND HANDLING:

A. REFER TO AITC 111-05, RECOMMENDED PRACTICE FOR PROTECTION OF STRUCTURAL GLUED LAMINATED TIMBER DURING TRANSIT, STORAGE AND ERECTION.
a. LOAD WRAP OR BUNDLE WRAP INDUSTRIAL APPEARANCE GRADE MEMBERS. ARCHITECTURAL

OR PREMIUM GRADE MEMBERS SHALL BE WRAPPED INDIVIDUALLY AND REMAIN UNTIL

PROTECTION IS NO LONGER REQUIRED FROM WEATHER, SUNLIGHT, SOILING, AND/OR OTHER TRADES. SLIT UNDERSIDE OF WRAPPINGS TO PREVENT ACCUMULATION OF MOISTURE.

B. STORAGE:
a. STORE GLULAM MEMBERS ON A FLAT SURFACE AT LEAST 6" ABOVE THE GROUND. PLACE SUPPORTS CLOSE ENOUGH TOGETHER TO PREVENT NOTICEABLE DEFLECTIONS.

STRUCTURAL GLUED LAMINATED TIMBER

1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:

A. ROUGH CARPENTRY: WOOD PRODUCT DATA AND MANUFACTURER'S CERTIFICATES

2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:

A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:

B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED

PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS

AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.

D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.

3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS

SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.

4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT

CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THE CONTRACT DRAWINGS.
b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR

MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.

5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.

6.THE CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR THE ENGINEER OF RECORD TO THOROUGHLY REVIEW SUBMITTAL PACKAGES (10 WORKING DAYS, MINIMUM).

SUBMITTALS

1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.

EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OF

FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:

B. WOOD BUILDINGS
a. STRUCTURAL GLUED LAMINATED TIMBER

SHOP FABRICATION
13 (E) STL COL
BEL
(E) STL COL
BEL
(E) 3 18" x 16 12" JST @ 8'-0" OC
(E) 5 18" x 31 12" GLULAM BM
(E) 5 18" x 30" GLULAM BM
(E) 5 18" x 27" GLULAM BM
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 5 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 'HU' HGR
(VIF)
(E) 2x6 SUBPURLIN
@ 24" OC
(N) 4x6 BM, TYP
(N) 'HU' HGR, TYP
(E) 2x6 SUBPURLIN
@ 24" OC
(E) 2x6 SUBPURLIN
@ 24" OC
(N) MU 'PHP-13'
WT = 1668#
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(E) 3 18" x 16 12" 24F-V4 GLULAM BM (VIF)
(N) 5 18" x 16 12" 24F-V4 GLULAM BM
(E) 'HU' HGR
(VIF)
(N) 'HU' HGR
(E) 'HU' HGR
(VIF)
(N) 'HU' HGR
(E) 'HU' HGR
(VIF)
(E) 5 18" x 27" GLULAM BM
(E) 'HU' HGR
(VIF)
(E) 2x6 SUBPURLIN
@ 24" OC
(N) 4x6 BM, TYP
(N) 'HU' HGR, TYP
(N) MU 'PHP-11'
WT = 1456#
(E) 2x6 SUBPURLIN
@ 24" OC
(E) 2x6 SUBPURLIN
@ 24" OC
4'-0" MAX
(VIF)
4'-0" MAX
(VIF)
4'-0" MAX4'-0" MAX

VIF PLACEMENT OF (E) BM ALIGNS W/
(N) MU CURB, IF (E) BM DOES NOT

ALIGN, A (N) BM IN THE CORRECT

POSITION WILL NEED TO BE INSTALLED

VIF PLACEMENT OF (E) BM ALIGNS W/
(N) MU CURB, IF (E) BM DOES NOT

ALIGN, A (N) BM IN THE CORRECT

POSITION WILL NEED TO BE INSTALLED
NOTE:

IF THE (E) MEMBERS SHOWN ARE NOT

VERIFIED IN THE FIELD, THEY MUST BE
INSTALLED AS SHOWN.
41 S-301
15 S-301
15 S-301
23 B
C
D
E
B
C
D
E
23 ROOF FRAMING PLAN
1PARTIAL ROOF FRAMING PLAN - OPTION A
SCALE: 1/4" = 1'-0"
S-201
NORTH

ISSUE FOR BID
N:\1800\1806-03-ps24-goleta-city-hall-ti\structural\ConDocs\sheet-files\_goletahall-ti\1806-03-PS24 - Plans.dwg, S201, May 08, 2026 2:11pm, jdlong

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 13, 2026
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2026.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

ROOF FRAMING NOTES

1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:

A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS

2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:

3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.

4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 15/S-301 FOR TYPICAL OPENINGS, UNO.

5. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.

6. ALL LINES AND/OR MEMBERS INDICATED AS "STRUT" SHALL RECEIVE (2) ROWS OF BOUNDARY NAILING (BN), STGR.

7. 'MU' INDICATES MECHANICAL UNIT. MAXIMUM ALLOWABLE WEIGHT IS SHOWN, INCLUDING CURB & COMBINATION ECONOMIZER & POWER EXHAUST. SEE MECHANICAL & ARCHITECTURAL DRAWINGS FOR EXACT LOCATION & WEIGHT OF EQUIPMENT. ATTACH MECH UNITS TO STRUCTURE PER DETAIL 31/S-301. SEE DETAIL 15/S-301 FOR OPENINGS IN ROOF FRAMING.

8. EXISTING FRAMING (INCLUDING, BUT NOT LIMITED TO, GLULAM GRADE STAMP, DIMENSIONS OF

FRAMING AND LOCATION OF FRAMING) SHALL BE CONFIRMED PRIOR TO STARTING WORK WITH THIS PERMIT.

DESCRIPTIONSHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102
TESTING AND INSPECTIONS-102
ROOF FRAMING DETAILSS-301
14 DROPPED BEAM CONNECTION
1806-03-PP24 - S-301 - 411" = 1'-0"
(N) BM W/ HGR

PER PLAN
(E) PLY SHTG TO

REMAIN, DO NOT CUT
(E) GLB PER PLAN
2x BLKGROOF FRMG

PER PLAN

GLB PENETRATIONS
1806-03-PS24 -S301NTS

L/8

LENGTH (L)

DEPTH, (D)

NO NOTCHES

PERMITTED
NOTES:

1. THE MAXIMUM NUMBER OF HOLES SHALL NOT EXCEED 1 FOR EVERY 5 FEET OF BEAM LENGTH.

2. PENETRATIONS MAY NOT BE DRILLED THROUGH CANTILEVERS.

3. SQUARE PENETRATIONS MAY NOT BE CUT INTO BEAM
L/2 L/8L/8L/8
D/4 D/2 D/4
A = 1 12" OR D10, WHICHEVER IS LESS
B = 8 TIMES THE DIAMETER OF THE LARGEST HOLE
"A"
"B"
ZONE WHERE HORIZONTAL HOLES ARE PERMITTED FOR PASSAGE OF WIRES, CONDUIT, ETC.

OPNG
NOTE:

HANGERS NOT SHOWN FOR CLARITY, REFER TO
FRAMING PLAN FOR HANGERS.

SHTG NAILING REFERS TO NAILING INSTALLED OVER
(E) ROOF SHEATING
'ST12' CENTERED ON

JST, TYP
10d @ 6" OC SHTG

NAILING ALONG BM FOR
A DIST OF 2'-0" @ EA

CORNER OF OPNG
'ST12' CENTERED

ON BM, TYP
BM PER PLAN 2x4 FLAT
BLKG

OPENING AT FRAMING
1806-03-PS24 -S301 - 15NTS

BM PER PLAN

BM PER PLAN
10d @ 6" OC SHTG

NAILING ALONG BM
FOR A DIST OF 2'-0" @

EA CORNER OF OPNG
10d @ 6" OC SHTG

NAILING ALONG

BLKG FOR A DIST
OF 2'-0"
10d @ 6" OC SHTG

NAILING ALONG BLKG
FOR A DIST OF 2'-0"
2x4 FLAT BLKG
2x4 FLAT BLKG (OR

JST PER PLAN WO)

ROOF BEAM TO LOW BEAM CONN
1806-03-PP24 - S-301 - 351" = 1'-0"
(N) GLB PER PLAN
PLATE
LINE
PLATE
LINE
(N) 'H2.5A' TIE EA BM,
EA FACE (4 TOTAL PER
CONN)
(N) BM PER PLAN
(E) PLY SHTG TO

REMAIN, DO NOT CUT
(N) BM PER PLAN
EQEQ
(N) 2x CONT BLKG

ALONG BM, TYP
(N) 10d @ 6" OC, TYP
℄ OF SPLICE, WO
ROOF FRAMING @ MECH UNIT
1806-03-PP24 - S-301 - 311/2" = 1'-0"
S-301
32 S-301
33 S-301
35 S-301
32 S-301
34 WD BM PER PLAN

LINE OF MECH
UNIT. SEE PLAN

NOTES FOR

ADDL INFO

LOW WD BM

PER PLAN
WD BM

PER PLAN

WD BM PER PLAN

OPENING WO,

FOR ADDL INFO
SEE DETAIL 15/-

WD BM PER PLAN

SUBPURLIN, WO
(E) PLY SHTG TO

REMAIN, DO NOT CUT

SEE MECH DWGS FOR ANCHORAGE
(MIN (12) 'SDS' 14" x 3" EA LONG SIDE
& (5) 'SDS' 14" x 3" EA SHORT SIDE &
(10) 'SDS' 14" x 3" EA CORNER)
(E) GLB PER PLAN(N) BM PER PLAN W/

HGR PER PLAN, WO
10d @ 6" OC

ALONG BM

CONT STL MOUNTING FRAME

LINE OF MECH UNIT

PERP TO ROOF BEAM
1806-03-PP24 - S-301 - 321" = 1'-0"
(E) SUBPURLIN W/
(E) HGR, WO
112"

MIN TYP
(E) GLB PER PLAN

CONT STL MOUNTING FRAME

LINE OF MECH UNIT

EQUIPMENT SUPPORT PARALLEL TO ROOF BEAM
1806-03-PP24 - S-301 - 331" = 1'-0"

SEE MECH DWGS FOR ANCHORAGE
(MIN (12) 'SDS' 14" x 3" EA LONG SIDE
& (5) 'SDS' 14" x 3" EA SHORT SIDE &
(10) 'SDS' 14" x 3" EA CORNER)
(E) PLY SHTG TO
REMAIN, DO NOT CUT10d @ 6" OC

ALONG BM
1 12"

MIN TYP
(N) BM PER PLAN W/
(N) HGR PER PLAN, WO
(E) SUBPURLIN W/
(E) HGR, WO
NOTE:

WHERE (E) BEAM DOES NOT ALIGN W/ MECH

UNIT, A (N) BEAM IN THE CORRECT POSITION

WILL NEED TO BE INSTALLED PER PLAN

OPENING

CONT STL MOUNTING FRAME

LINE OF MECH UNIT

EQUIPMENT SUPPORT PARALLEL TO ROOF BEAM
1806-03-PP24 - S-301 - 341" = 1'-0"

SEE MECH DWGS FOR ANCHORAGE
(MIN (12) 'SDS' 14" x 3" EA LONG SIDE
& (5) 'SDS' 14" x 3" EA SHORT SIDE &
(10) 'SDS' 14" x 3" EA CORNER)
1 12"

MIN TYP
(E) SUBPURLIN W/
(E) HGR, WO
(E) GLB PER PLAN
(E) PLY SHTG TO
REMAIN, DO NOT CUT10d @ 6" OC

ALONG BM
NOTE:

WHERE (E) BEAM DOES NOT ALIGN W/ MECH

UNIT, A (N) BEAM IN THE CORRECT POSITION

WILL NEED TO BE INSTALLED PER PLAN
10d @ 6" OC

ALONG BM
(N) BM PER PLAN W/

HGR EA END PER PLAN
(E) SUBPURLIN WO

W/ (N) 'HU' HGR
(E) PLY SHTG TO REMAIN,
OK TO CUT @ (N) OPNG,
SEE DETAIL 15/- FOR

ADDL INFO

NAILING SCHEDULE
1806-03-PS24 -S301 - 12NTS

FASTENING SCHEDULE
PER 2022 CBC 2304.10.1

CONNECTIONFASTENINGLOCATION

1. BLOCKING BETWEEN CEILING JOISTS, RAFTERS OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOW3-8d COMMONEACH END, TOENAIL

2. BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TO TOP PLATE, TO RAFTER OR TRUSS 2-8d COMMONEACH END, TOENAIL
2-16d COMMONEND NAIL

3. FLAT BLOCKING TO TRUSS AND WEB FILLER16d COMMON @ 6" OCFACE NAIL

4. CEILING JOIST TO TOP PLATE3-8d COMMONEACH JOIST, TOENAIL

5. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS3-16d COMMONFACE NAIL

6. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)3-16d COMMONFACE NAIL

7. COLLAR TIE TO RAFTER3-10d COMMONFACE NAIL

8. RAFTER OR ROOF TRUSS TO PLATE3-10d COMMONTOENAILb

9. ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTER; OR ROOF RAFTER TO 2-INCH RIDGE BEAM 2-16d COMMONEND NAIL
3-10d COMMONTOENAIL

10. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS16d COMMON16" OC FACE NAIL

11. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON16" OC EACH EDGE, FACE NAIL

12. CONTINUOUS HEADER TO STUD4-10d COMMONTOENAIL

13. TOP PLATE TO TOP PLATE16d COMMON16" OC FACE NAIL

14. TOP PLATE TO TOP PLATE, AT END JOINTS8-16d COMMON

EACH SIDE OF END JOINT, FACE NAIL
(MINIMUM 24" LAP SPLICE LENGTH EACH SIDE

OF END JOINT)

15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING2-16d COMMON16" OC FACE NAIL

16. STUD TO TOP OR BOTTOM PLATE
4-8d COMMONTOENAIL
2-16d COMMONEND NAIL

17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS2-16d COMMONFACE NAIL

18. JOIST TO SILL, TOP PLATE, OR GIRDER3-8d COMMONTOENAIL

20. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW8d COMMON6" OC, TOENAIL

21. 1"x6" SUBFLOOR OR LESS TO EACH JOIST2-8d COMMONFACE NAIL

22. 2" SUBFLOOR TO JOIST OR GIRDER2-16d COMMONFACE NAIL

23. BUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS20d COMMON (4" x 0.192")32" OC FACE NAIL AT TOP AND BOTTOM

STAGGERED ON APPOSITE SIDE

24. LEDGER STRIP SUPPORTING JOIST OR RAFTERS3-16d COMMONEACH JOIST OR RAFTER, FACE NAIL

26. JOIST TO BAND JOIST OR RIM JOIST3-16d COMMONEND NAIL

27. BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS2-8d COMMONEACH END, TOENAIL NOTES:
a. THIS NAILING SCHEDULE SHALL ONLY BE USED IF CONDITION IS NOT OTHERWISE DETAILED OR SPECIFIED ON THE CONSTRUCTION DOCUMENTS. COMMON NAILS SHALL BE USED EXCEPT WHERE

OTHERWISE STATED
b. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS

SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL

SAWN LUMBER AND RAFTER JOIST NOTCHING AND BORING LIMITATIONS 1806-03-PS24 -S301 - 13NTS
L/3 L/3
D/4
MAX

LENGTH (L)

DEPTH, (D)
D/6
MAX
D/3
MAX
2"
2" MIN

T&B, TYP
NOTES:

1. NOTCHING AND BORING NOT PERMITTED IN THE SAME JOIST CROSS SECTION WITHOUT STRUCTURAL ENGINEER'S APPROVAL.

2. NOTCH WIDTHS GREATER THAN SHOWN IN TABLE NOT PERMITTED WITHOUT STRUCTURAL ENGINEER'S APPROVAL.

3. NO NOTCHES OR HOLES PERMITTED ANYWHERE IN CANTILEVERED ELEMENTS WITHOUT STRUCTURAL ENGINEER'S APPROVAL.

4. SPACING BETWEEN PENETRATIONS SHALL BE THE GREATER OF 2 TIMES THE LARGEST HOLE DIAMETER OR 2"

NOTCH AND HOLE LIMITATIONS

JOIST SIZEMAX HOLEMAX NOTCH DEPTH MAX END NOTCH MAX NOTCH LENGTH 2X4NONENONENONENONE
2X61 12"78"1 38"1 12"
2X82 38"1 14"1 78"2 38"
2X103"1 12"2 38"3"
2X123 34"1 78"2 78"3 34"

TAPER NOTCH IN LIEU OF SQUARE

CUT TO REDUCE IMPACT
D/3
MAX

NO NOTCHING PERMITTED

IN SHADED REGION

BOTTOM NOTCHES NOT

PERMITTED AT MEMBERS
4X AND LARGER
D/4
MAX
D/3
MAX
1 1
1 1
D/6
MAX

BORINGS ACCEPTABLE IN

HATCHED REGION
D/3
MIN
SEE
NOTE 4
31 12 32 42 62
33 43 53
14 34 44 54 64
15 25 35 45 55 65
6313
52 41 6151

ROOF FRAMING

DETAILS
S-301

ISSUE FOR BID
N:\1800\1806-03-ps24-goleta-city-hall-ti\structural\ConDocs\sheet-files\_goletahall-ti\1806-03-PS24 -S301.dwg, S301, May 08, 2026 2:11pm, jdlong

PROJECT MANAGER

DRAWN BY

PROJECT NUMBER

CHECKED BY
SHEET
MAY 13, 2026
1806-03-PS24
DATE
NO.REVISIONDATE

CONSULTANT

GOLETA CITY HALL
130 CREMONA DRIVE, GOLETA CA 93117
RRM DESIGN GROUP COPYRIGHT 2026.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

S:\ENG Projects\Goleta City Hall AC-11&13 Replacement\Engineering\Goleta City Hall AC-11,13 Replacement Mechanical Plan.dwg MQaddoura778E Aug 22,2025-2:26pm 1806-03-PS24
DS
KHBS
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

GENERAL
M-000

MECHANICAL GENERAL NOTES
1COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING CODES:
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC): PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA BUILDING CODE (CBC): PART 2, TITLE 24 CCR 2022 CALIFORNIA ELECTRICAL CODE (CEC): PART 3, TITLE 24 CCR 2022 CALIFORNIA MECHANICAL CODE (CMC): PART 4, TITLE 24 CCR 2022 CALIFORNIA PLUMBING CODE (CPC): PART 5, TITLE 24 CCR 2022 CALIFORNIA ENERGY CODE (CENC): PART 6, TITLE 24 CCR 2022 CALIFORNIA FIRE CODE (CFC): PART 9, TITLE 24 CCR
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN): PART 11, TITLE 24 CCR REPORT DEFICIENCIES WITHIN THIRTY (30) DAYS UPON AUTHORIZATION TO PROCEED. 2THESE DRAWINGS ARE A GENERAL GRAPHIC PRESENTATION OF THE WORK. DUCTWORK, PIPING, AND EQUIPMENT, AS SHOWN, ARE SCHEMATIC. FABRICATE AND INSTALL BASED ON ACTUAL FIELD MEASUREMENT. COORDINATE WITH OTHER TRADES. ADHERE TO LOCATIONS AS CLOSELY AS

POSSIBLE, VARY RUNS OR SHAPE OF DUCTWORK AS REQUIRED TO MEET STRUCTURAL AND OTHER INTERFERENCES AS REQUIRED BY THE ARCHITECT. MAINTAIN AN UP TO DATE SET OF AS-BUILT DRAWINGS AT THE JOB SITE.
3THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL ITEMS RELATED TO MECHANICAL SYSTEMS

WITH THE WORK OF OTHER TRADES BEFORE PROCEEDING WITH PROCURING OR FABRICATION OF EQUIPMENT, DUCTWORK, PIPING ETC. ITEMS TO BE COORDINATED SHALL INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

CONSTRUCTION OF PLATFORMS AND SHAPED RUNNERS OR OTHER MEANS TO MOUNT CURBS LEVEL.

ALL PLATFORMS AND CURBS SHALL BE LEVEL UNLESS OTHERWISE NOTED OR DETAILED ON THE MECHANICAL PLANS.
4REVIEW ALL DRAWINGS AND SPECIFICATIONS INCLUDING ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL. ANY QUESTIONS SHALL BE BROUGHT UP, IN WRITING, TO THE ATTENTION OF THE ENGINEER BEFORE THE START OF CONSTRUCTION. 5ALL EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRIC MOTORS, ETC. ACCESS CLEARANCE SHALL BE 30" OR AS REQUIRED BY THE EQUIPMENT MANUFACTURER, WHICH EVER IS GREATER. CONTRACTORS SHALL PROVIDE ACCESS PANELS WHERE REQUIRED. WHERE VERTICAL SPACE ALLOWS, INSTALL DUCTWORK THAT IS IN CLOSE PROXIMITY TO

MECHANICAL, ELECTRICAL OR ANY OTHER ITEM THAT REQUIRES ACCESS HIGH IN THE SPACE FOR EASE OF ACCESS.
6HANDLE, STORE AND INSTALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. 7BRACE AND SUPPORT PIPES, CONDUIT, AND DUCTWORK IN ACCORDANCE TO SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL AND PLUMBING PIPING SYSTEM. 8ALL DUCT DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS ARE CLEAR INSIDE DIMENSIONS.

INCREASE OUTER DUCT DIMENSION AS REQUIRED TO ACCOUNT FOR THE THICKNESS OF INTERNAL LINING WHERE APPLICABLE.
9ALL SQUARE ELBOWS IN SUPPLY DUCTWORK SHALL HAVE TURNING VANES. PROVIDE MANUAL VOLUME DAMPER AT EACH BRANCH DUCT TAKE-OFF SERVING EACH AIR TERMINAL DEVICE. PROVIDE BALANCING

DAMPERS FOR EACH MAIN DUCT TAKE-OFF IN ACCORDANCE TO SMACNA IN ORDER TO ASSURE A COMPLETELY BALANCED SYSTEM.
10CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO

CONTROL COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE MOUNTED AT THE HEIGHTS GIVEN BY SECTION 11B-308.1 OF THE 2022 CBC. NOTIFY THE ARCHITECT IMMEDIATELY IF THE MOUNTING HEIGHTS REQUIRED BY THE 2022 CBC CANNOT BE OBTAINED AT THE LOCATION WHERE THE CONTROL DEVICE IS SHOWN ON THE MECHANICAL FLOOR PLANS.
11DUCT SMOKE DETECTORS WHEN NOT PROVIDED PRE-INSTALLED BY THE EQUIPMENT MANUFACTURER

SHALL BE INSTALLED IN THE SUPPLY AIR DUCT OF AIR-MOVING SYSTEMS SUPPLYING AIR IN EXCESS OF 2000 CFM. DETECTORS SHALL BE LOCATED BETWEEN THE SUPPLY AIR DUCT CONNECTION AT THE EQUIPMENT AND THE FIRST BRANCH DUCT OR DIFFUSER. WHERE FIRE-DETECTION OR ALARM SYSTEMS

ARE PROVIDED FOR THE BUILDING, ALL SMOKE DETECTORS SHALL BE SUPERVISED BY SUCH SYSTEMS IN AN APPROVED MANNER, AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND THE CALIFORNIA BUILDING AND FIRE CODES.
12ALL EQUIPMENT SHALL BE LABELED AS TO THE SPACE THEY ARE SERVING. 13MATERIALS EXPOSED WITHIN ANY SPACE BEING USED AS AN AIR PLENUM SHALL BE NON COMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 50, WHEN TESTED AS A COMPOSITE PRODUCT IN ACCORDANCE WITH ONE OF THE FOLLOWING TEST METHODS: NFPA 255, METHOD OF TEST OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, ASTM E84, SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, OR UL 723, TEST FOR SURFACE BURNING CHARACTERISTIC OF BUILDING MATERIALS. 14ANY MECHANICAL EQUIPMENT THAT PROVIDES POWER TO A ENERGIZED ACCESSORY MUST BE

PROVIDED WITH A NAMEPLATE THAT REFLECTS THE ELECTRICAL CHARACTERISTICS OF THE COMPLETE SYSTEM AS INSTALLED WITH THE ENERGIZED ACCESSORY. NO EXCEPTIONS. 15EQUIPMENT WITH REFRIGERANT ACCESS PORTS LOCATED OUTDOORS IN AN AREA THAT IS NOT

SECURED BY WALLS OR FENCING REQUIRING KEY ACCESS SHALL BE PROTECTED FROM WITH LOCKING-TYPE TAMPER RESISTANT CAPS.

CAL GREEN CODE NONRESIDENTIAL MANDATORY

MEASURES

5.410.4.5 OPERATION AND MAINTENANCE (O&M) MANUAL. PROVIDE THE BUILDING OWNER OR

REPRESENTATIVE WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES FOR EACH SYSTEM. O&M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8, SECTION 5142, AND OTHER RELATED REGULATIONS.

5.410.4.5.1 INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS REQUIRED BY THE ENFORCING AGENCY.

5.504.3 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE

UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER

RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL

OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS WHICH MAY ENTER THE SYSTEM.

5.504.4.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS:

1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND

CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.2. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF

CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,

PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS AS SPECIFIED IN SUBSECTION 2, BELOW.

2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER

REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507.

TABLE 5.504.4.1 ADHESIVE VOC LIMIT

LESS WATER AND LESS EXEMPT COMPOUNDS IN GRAMS PER LITER

SPECIALTY APPLICATIONS CURRENT VOC LIMIT PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 SPECIAL PURPOSE CONTACT ADHESIVE 250

1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.

2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, HTTP://WWW.ARB.CA.GOV/DRDB/SC/CURHTML/R1168.PDF.

5.504.5.3 FILTERS. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF

THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 13. MERV 13 FILTERS SHALL BE INSTALLED PRIOR TO

OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. FILTERS SHALL BE CLEARLY LABELED BY THE MANUFACTURER INDICATING THE MERV RATING.

EXCEPTIONS:

1. EXISTING MECHANICAL EQUIPMENT.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. FOR MECHANICALLY OR NATURALLY VENTILATED SPACES IN BUILDINGS, MEET THE MINIMUM REQUIREMENTS OF SECTION 120.1 (REQUIREMENTS FOR VENTILATION) OF THE 2022

CALIFORNIA ENERGY CODE, OR THE APPLICABLE LOCAL CODE, WHICHEVER IS MORE STRINGENT, AND DIVISION 1, CHAPTER 4 OF CCR, TITLE 8.

SECTION 5.508 OUTDOOR AIR QUALITY

5.508.1 OZONE DEPLETION AND GREENHOUSE GAS REDUCTIONS. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS 5.508.1.1 AND 5.508.1.2.

5.508.1.1 CHLOROFLUOROCARBONS (CFCS). INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN CFCS.

5.508.1.2 HALONS. INSTALL HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT THAT DO NOT CONTAIN HALONS.

SECTION 702.1 INSTALLER TRAINING

HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC

SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAC INSTALLATIONS WHEN UNDER THE

DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAC SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAC SYSTEMS. EXAMPLES OF ACCEPTABLE HVAC

TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

1. STATE CERTIFIED APPRENTICESHIP PROGRAMS.

2. PUBLIC UTILITY TRAINING PROGRAMS.

3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATE-WIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS.

4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS.

5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY
MECHANICAL TITLE 24 NOTES
1HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE LATEST REQUIREMENTS OF THE CA ENERGY EFFICIENCY STANDARDS.
2HVAC SYSTEMS SHALL MEET THE LATEST CONTROL REQUIREMENTS OF THE CA ENERGY EFFICIENCY STANDARDS.
3ALL WORK SHALL BE IN ACCORDANCE WITH CITY AND COUNTY CODES, CALIFORNIA ENERGY CONSERVATION STANDARDS, TITLE - 24, AND ALL OTHER APPLICABLE CODES.

MECHANICAL LEGEND

SYMBOLABBREVIATIONDESCRIPTION
ØDIA DIAMETER
ɸELECTRICAL PHASE

ROUND DUCT TURNING DOWN, ROUND DUCT TURNING
UP

ACCESS CLEARANCE

POC OR PODPOINT OF CONNECTION, POINT OF DISCONNECTION

ITEMS RELATED TO THE MECHANICAL SYSTEMS THAT

ARE TO BE REMOVED

CONDENSATE LINE

GAS LINE

MECHANICAL ABBREVIATIONS

ACAIR CONDITION, AIR CONDITIONING, AIR

CONDITIONEDHP HORSE POWER

ABV ABOVEHVI HOME VENTILATING INSTITUTE

AFF ABOVE FINISHED FLOORHZ HERTZ

AFUEANNUAL FUEL UTILIZATION EFFICIENCYIDUINDOOR UNIT

AHJAUTHORITY HAVING JURISDICTIONIWC INCHES OF WATER COLUMN

AHUAIR HANDLING UNITKW KILOWATT

ALUM ALUMINUMLBS POUNDS

AMCAAIR MOVEMENT AND CONTROL

ASSOCIATIONLWT LEAVING WATER TEMPERATURE
AMB AMBIENTMBH 1000 BRITISH THERMAL UNITS PER HOUR

AP ACCESS PANELMCA MINIMUM CIRCUIT AMPS

ARCHARCHITECT, ARCHITECTURALMFGR MANUFACTURE OR MANUFACTURER

AHRIAIR CONDITIONING, HEATING, AND

REFRIGERATION INSTITUTEMINMINIMUM
ASHRAE

AMERICAN SOCIETY OF HEATING,

REFRIGERATION, AND AIR CONDITIONING

ENGINEERS

MUA MAKE-UP AIR

BDD BACK DRAFT DAMPER(N)NEW

BOD BASIS OF DESIGNNLNOT LISTED

BELBELOWNOM NOMINAL

BHPBRAKE HORSE POWERNTSNOT TO SCALE

BLDG BUILDINGOA OUTSIDE AIR

BTUHBRITISH THERMAL UNIT PER HOUROAI OUTSIDE AIR INTAKE

CACOMBUSTION AIROBD OPPOSED BLADE DAMPER

CDCONDENSATE DRAINODU OUTDOOR UNIT

CFD CEILING FIRE DAMPEROSHPDOFFICE OF STATEWIDE HEALTH PLANNING

AND DEVELOPMENT

CFM CUBIC FEET PER MINUTEPD PRESSURE DROP

CONT CONTINUATIONPSIPOUNDS PER SQUARE INCH

CSD CEILING SMOKE DAMPERRARETURN AIR

DBDRY BULB TEMPERATUREREFREFRIGERANT, REFRIGERATION

DN DOWNRM ROOM

DSA DIVISION OF THE STATE ARCHITECT RPM REVOLUTIONS PER MINUTE

DTR DOWN THROUGH ROOFSA SUPPLY AIR
(E)EXISTINGSEER SEASONAL ENERGY EFFICIENCY RATION

EA EXHAUST AIRSHT SHEET

EC EVAPORATIVE COOLERSMACNASHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

EDB ENTERING DRY BULB TEMPERATURE SOV SHUT OFF VALVE

EER ENERGY EFFICIENCY RATIOSP STATIC PRESSURE

EFF EFFICIENCYSS STAINLESS STEEL

ELEC ELECTRICALSSE STEADY STATE EFFICIENCY

ESP EXTERNAL STATIC PRESSURESST SATURATED SUCTION TEMPERATURE

EWB ENTERING WET BULBTEMPTEMPORARY, TEMPERATURE

EWT ENTERING WATER TEMPERATURETSP TOTAL STATIC PRESSURE

FA FROM ABOVETYP TYPICAL

FC FLEXIBLE CONNECTIONTXV THERMAL EXPANSION VALVE

FD FIRE DAMPERUON UNLESS OTHERWISE NOTED

FLA FULL LOAD AMPSUTRUP TO OR UP THROUGH ROOF

FPMFEET PER MINUTEVD VOLUME DAMPER

FSC FAN SPEED CONTROLLERVEX VEHICLE EXHAUST SYSTEM

FSD FIRE/SMOKE DAMPERVRF VARIABLE REFRIGERANT VOLUME

GAGAGE, GAUGEWBWET BULB TEMPERATURE

GALV GALVANIZEDWC WATER COLUMN

GPM GALLONS PER MINUTEWG WATER GAUGE

GYP GYPSUMWT WEIGHT EXPRESSED IN POUNDS

HD HEAD
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PROJECT TEAM LIST

TITLENAMEDESK NUMBEREMAIL ADDRESS
PRINCIPAL IN CHARGE BRIAN [email protected] PROJECT MANAGER DENVER [email protected] MECHANICAL DESIGNER DENVER [email protected]

SHEET INDEX

SHEET NUMBERSHEET TITLE
M-000GENERAL
M-001SCHEDULES & DETAILS
M-121PARTIAL ROOF PLANS
AUGUST 25, 2025
PLAN CHECK RESPONSE 1
16 REF.

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SERVER
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CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
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IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
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EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

SCHEDULES & DETAILS
M-001

EXISTING GAS HEATING ELECTRIC COOLING PACKAGED UNIT SCHEDULE (FOR REFERENCE ONLY)

TAG MAKE MODEL
NOM

CAPACITY
TONS
DUCT

CONFIGURATIONREFRIGERANTCOOLING
STAGES

CONDENSATE

CONNECTION
SIZE
ELECTRICAL DATA AHRI RATINGSEVAPORATOR FAN DATAFURNACE SECTIONMERV 13 FILTER

QUANTITY

AND SIZE

WEIGHT W/

ACCESSORIES
LBS

WEIGHT W/

ACCESSORIES
& CURB
LBS
POWER
V/ɸ/HZMCAFUSE

SIZEBTUHEER
[EER2]DRIVE
CFM

ESPWATTS
[HP]BHPFAN
SPEED

HEATING
STAGES
INPUT
BTUH
OUTPUT
BTUH

THERMAL

EFFICIENCY
[AFUE] HIGH LOW
CARRIER 48HJD0087.5VERTICAL R-410A23/4"460/3/60 19.2 2590,00011.00 BELT3,000NA1.42,6152.90 NA290,000 72,900[82] (4)16x20x2870NA CARRIER48HJD012 10.0VERTICALR-410A23/4"460/3/6024.9 30120,00011.00BELT4,000NA2.03,3754.20NA 2120,000 98,400[82](4)20x20x21,035NA GENERAL NOTES APPLICABLE TO ALL UNITS:

A. EQUIPMENT IS EXISTING AND IS TO BE REMOVED AND REPLACED. DATA GIVEN FOR REFERENCE ONLY. (E)AC
11 (E)AC
13 PACKAGED HEAT PUMP UNIT SCHEDULE

TAG MAKE MODEL
NOM

CAPACITY
TONS
DUCT

CONFIGURATIONREFRIGERANT

ELECTRICAL DATA

AHRI PERFORMANCE

AUXILIARY ELECTRIC HEATCONDENSATE

CONNECTION
SIZE
EVAPORATOR FAN DATAMERV 13
FILTER

QUANTITY

AND SIZE

VENTILATION AIR

BALANCE

REQUIREMENTS
CFM

WEIGHT W/

ACCESSORIES
LBS

WEIGHT W/

ACCESSORIES
& CURB LBS

REMARKS

SEE BELOW

INSTALLATION

DETAIL COOLINGHEATING
POWER
V/ɸ/HZMCAFUSE

SIZE BTUHSEER
[SEER2]
EER
[EER2]IEERBTUH
AT 47°F
BTUH
AT 17°F
COP AT
47°F
HSPF
[HSPF2]KWBTUHDRIVEMIN
CFM
MAX

CFMESP BHPFAN

SPEEDCONTROLMINIMUM
OAI

DCV MAX
OAI
CARRIER50FEQM087.5VERTICALR-454B460/3/60424590,000NA 11.20 15.084,000 45,0003.4 NA 13.847,0873/4"DIRECT1,980 3,0001.0 1.51,6092-STAGE(4)20x20x2650 NA1,020 1,4701,2,C1,C41/M001 CARRIER50FEQM1210.0VERTICALR-454B460/3/6052 60118,000NA11.00 15.0112,000 64,0003.4NA13.847,0873/4"DIRECT2,640 4,0000.90 2.341,8822-STAGE(4)20x20x2550NA1,235 1,6801,3,C1,C41/M001 GENERAL NOTES APPLICABLE TO ALL UNITS:

A. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR.

B. PACKAGED HEAT PUMP UNITS THAT PROVIDE POWER FROM THE UNIT TO ANY ENERGIZED ACCESSORY SHALL BE PROVIDED WITH A FACTORY NAMEPLATE THAT REFLECTS THE ELECTRICAL CHARACTERISTICS OF THE COMPLETE SYSTEM. NO EXCEPTIONS.

C. PROVIDE WITH MICROMETL CRBV-SRT34HA-11 STRUCTURALLY CALCULATED SPRING ISOLATION CURB. 11" BASE HEIGHT.

D. PROVIDE WITH CSFM LISTED, FACTORY INSTALLED SMOKE DETECTOR LOCATED IN THE SUPPLY AIR COMPARTMENT. DETECTOR SHALL BE WIRED TO SHUTDOWN THE UNIT IMMEDIATELY UPON SMOKE DETECTION.

E. PROVIDE WITH SINGLE POINT POWER KIT.

CONTROL NOTES:

C1. PROVIDE WITH HONEYWELL MODEL TC500A NETWORKABLE PROGRAMMABLE THERMOSTAT. INSTALL THERMOSTAT AT THE LOCATION OF THE (E)THERMOSTAT BUT AT 48" AFF AS REQUIRED TO MEET ACCESSIBILITY REQUIRMENTS. EXTEND CONTROL WIRING AS NEEDED. UTILIZE THE ELECTRICAL BOX THE EXISTING THERMOSTAT IS MOUNTED ON AS A JUNCTION BOX TO SPLICE THE WIRING. PROVIDE COVER PLATE OVER EXISTING BOX. COLOR OF COVER PLATE TO MATCH ADJACENT EXISTING COVER PLATES.

PHP
11 PHP
13 COMBINATION ECONOMIZER AND POWER EXHAUST SCHEDULE

TAGMATCHING

UNIT TAGMAKEMODEL

ELECTRICAL DATAFAN DATA
WEIGHT
LBS

REMARKS

SEE BELOW

INSTALLATION

DETAIL POWER
V/ɸ/HZFLA MCA MOCP

ASSOCIATED
UNIT

CFM ESP TYPE MODULATING
MICROMETL PEBD-SRT34CB-D2DH 460/3/604.6 5.8 10NO3,0000.5BACKWARD INCLINEDYES195C1,C2,C3NA
MICROMETL PEBD-SRT34CB-D2DH 460/3/605.2 6.5 10NO4,0000.5BACKWARD INCLINEDYES225C1,C2,C3NA
GENERAL NOTES APPLICABLE TO ALL UNITS:

A. UNIT IS PROVIDED WITH A INTEGRAL 20 AMP DISCONNECT.

B. ECONOMIZER SHALL MEET TITLE 24 MANDATORY REQUIREMENTS FOR DAMPER LEAKAGE, FAULT DETECTION AND DIAGNOSTIC CONTROLS.

CONTROL NOTES:

C1. ECONOMIZER SHALL BE DRY BULB CONTROLLED.

C2. ECONOMIZER SHALL BE PROVIDED WITH HONEYWELL JADE CONTROLLER AND BELIMO NON COMMUNICATING ACTUATORS.

C3. POWER EXHAUST SHALL MODULATE TO MAINTAIN 0.05" WC IN THE SPACE SERVED BY THE MATCHING UNIT.

PE
11 PHP
11 PE
13 PHP
13 AC UNIT (1,235 LBS
MAX)

BASE RAIL INTEGRAL TO AC UNIT
14 GAUGE HOLD DOWN ATTACH TO CURB
WITH (4)#12X12" TEK SCREWS. INSTALL

SCREWS THRU PRE DRILLED HOLES(TYP
EACH HOLD DOWN, (10) TOTAL)
ATTACH HOLD DOWN TO UNIT WITH (4)
#12X112" TEK SCREWS. INSTALL SCREWS
THRU PRE DRILLED HOLES. (TYP EACH
HOLD DOWN, (10) TOTAL)

GASKET ALL AROUND

TUBE STEEL INTEGRAL TO CURB
2" DEFLECTION OSHPD PRE-APPROVED
RESTRAINED SPRING ISOLATOR (OPA-0070)

NAILER INTEGRAL TO CURB
24 GAUGE COUNTER FLASHING

SINGLE PLY ROOFING PER ARCHITECTURAL

RIGID INSULATION
NTS 1

PLYWOOD DECK PER STRUCTURAL

REFER TO ARCHITECTURAL FOR ROOFING

AND FLASHING REQUIREMENTS

LOCATE HOLD DOWN CLIPS PER THE CURB

MANUFACTURERS REQUIREMENTS
PHPs-11,13 SPRING ISOLATION CURB
(E)STRUCTURE OR (N)BLOCKING

BEYOND, REFER TO STRUCTURAL

DRAWINGS

BLOCKING PER STRUCTURAL

SECURE CURB TO BLOCKING WITH
(74)1/4X3" SIMPSON SDS WITH

WASHER, CENTERED ON CURB
FLANGE. PROVIDE (12) EA LONG SIDE
(5) EA SHORT SIDE AND (10) EA
CORNER. LOCATE SDS PER THE CURB

MANUFACTURERS REQUIREMENTS
NTS
UNIT CONDENSATE DRAIN2

OPEN VENT

NEOPRENE HOSE-SAME
SIZE AS COND. DRAIN.
(TYP OF 2)

STAINLESS STEEL HOSE CLAMP
(TYP)

ROOF MOUNTED COOLING UNIT

ALL CONDENSATE PIPING

SHALL BE TYPE L COPPER

AS RECOMMENDED BY
UNIT MFGR., MIN OF 3"

AS RECOMMENDED BY
UNIT MFGR., MIN OF
4"-MAX OF 8"
3/4" CONDENSATE DRAIN

SEE PLAN FOR

CONTINUATION
NTS 3
DURA-BLOK #DBM SERIES

PIPE SUPPORT FOR
SINGLE PIPE SUPPORT.

PIPE, SEE PLANS FOR SIZE

ROOF STRUCTURE

HINGED PIPE CLAMP

SINGLE PIPE SUPPORT - ROOF
1SECOND FLOOR PLAN
SCALE: 1/16" = 1'-0"
2FIRST FLOOR PLAN
SCALE: 1/16" = 1'-0"
AUGUST 25, 2025
PLAN CHECK RESPONSE 1
17 (E)AC
13 (E)AC
11 CD
CD
G G
CD
G
G G
CD
G
CD CD
POD
(E)3/4"
(E)ROOF

RECEPTOR TO
REMAIN
(E)3/4"
POD
POD
POD
1 1
3 4
4 3
2 2
B
C
D
E
1 2
3 1
2 3
B
C
D
E
PHP
11 PE
11 PHP
13 PE
13 CD
CD
G G
CD
G
GG
CD CD
(E)3/4"
(E)ROOF

RECEPTOR TO
REMAIN
(E)3/4"
POC
POC
3 CD
1 2
2 OAI
OAI
3 3/4" CD1
3/4"

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

PARTIAL ROOF PLANS
M-121

KEY NOTES

APPLICABLE TO THIS SHEET ONLY
3/4" CD TO PHP. REFER TO DETAIL 2/M-001 FOR CONNECTION TO UNIT.

REFER TO DETAIL 3/M-001 FOR SUPPORT.
(E)3/4" CD. PROVIDE NEW SUPPORTS. REFER TO DETAIL 3/M001.

PROVIDE NEW DROP/RISER FROM THE PHP TO BELOW THE ROOF DECK.

RECONFIGURE DUCTWORK BELOW ROOF AS REQUIRED TO CONNECT TO THE NEW DROP/RISER.

CONTRACTOR SHALL VERIFY EXTENT OF THE RECONFIGURATION OF THE DUCTWORK BELOW THE ROOF DECK PRIOR TO BIDDING THE PROJECT.

CONTRACTOR SHALL SUBMITT A SKETCH INDICATING HOW THEY INTEND TO RECONFIGURE THE DUCTWORK WITH THEIR BID.

HVAC GENERAL NOTES

APPLICABLE TO THIS SHEET ONLY
1 ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE.
1 2
3 2PARTIAL DEMOLITION ROOF PLAN
SCALE: 1/4" = 1' 0"1PARTIAL ROOF PLAN
SCALE: 1/4" = 1' 0"

DEMOLITION KEY NOTES

APPLICABLE TO THIS SHEET ONLY
AC UNIT TO BE REMOVED. DISCONNECT FROM POWER, CONTROL WIRING, GAS AND CONDENSATE. REMOVE UNIT AND ROOF CURB. CONTROL
WIRING TO REMAIN.

GAS PIPING TO BE REMOVED. CAP PIPE AT POD. REMOVE PIPE AND ALL ASSOCIATED SUPPORTS TO POD.

CONDENSATE PIPING TO BE REMOVED. REMOVE PIPE AND ALL
ASSOCIATED SUPPORTS TO POD.

CONDENSATE PIPING TO REMAIN. SUPPORTS SHALL BE REMOVED AND REPLACED.

DEMOLITION GENERAL NOTES

APPLICABLE TO THIS SHEET ONLY
1 ALL EXISTING ITEMS SHOWN HAVE BEEN COLLECTED FROM THE BEST AVAILABLE SOURCES. THE ENGINEER DOES NOT REPRESENT THE
ACCURACY OF THESE ITEMS. THE CONTRACTOR SHALL CAREFULLY

EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND PERFORM ALL

WORK WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.
1 2
3 4

DEMOLITION PLAN STATEMENT

THIS DEMOLITION PLAN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND

THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND

RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. DISPOSE REMOVED ITEMS PER THE CITY OF GOLETA MUNICIPAL CODE IN CHAPTER 8.10, ARTICLE IV, MANDATORY RECYCLING OF CONSTRUCTION DEBRIS.

ALL EXISTING ITEMS SHOWN ON THE PLANS HAS BEEN COLLECTED FROM THE BEST AVAILABLE RESOURCES. ACCURACY AND LOCATION OF EXISTING ITEMS MAY NOT BE ACCURATE.

START UP AND BALANCING

AFTER COMPLETION OF THE INSTALLATION OF THE NEW PACKAGED HEAT PUMPS AND COMBINATION

ECONOMIZER AND MODULATING POWER EXHAUST THE CONTRACTOR SHALL STARTUP THE EQUIPMENT FOLLOWING THE MANUFACTURERS STARTUP PROCEDURES AND CHECKLIST. PROVIDE COMPLETED START UP CHECKLIST TO THE OWNER.

OVERALL SYSTEM AIRFLOW SHALL BE BALANCED TO ENSURE THE EQUIPMENT IS OPERATING AT THE SPECIFIED SUPPLY, RETURN AND OUTSIDE AIRFLOW VALUES. REFER TO THE PACKAGED HEAT PUMP SCHEDULE FOR THE SUPPLY AND VENTILATION AIRFLOW RATES.

AUGUST 25, 2025
PLAN CHECK RESPONSE 1
18 CONSULTANT
AGENCY
NO.REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET

INITIAL SUBMITTAL

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DR, GOLETA CA 93117
5/09/25

REG I STERED
PRO
FE
SS
IONAL

ENGINEER
BRI AN
P.

TARRETT
STATE
OFCAL

IFORNIA
ME
C
H
A
N
IC
A
L
EXP. 6/30/26
M 34068
BY 3C Engineering, Inc., ALL COMMON LAW COPYRIGHT AND OTHER

PROPERTY RIGHTS RESERVE THIS DOCUMENT AS AN ORIGINAL AND UNPUBLISHED WORK PRODUCT. THIS WORK SHALL NOT BE

DUPLICATED, COPIED, DISCLOSED OR USED IN CONNECTION WITH

ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR

WHICH IT AS BEEN PREPARED, NOR SHALL IT BE ASSIGNED TO ANY

THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF VISUAL CONTACT. THIS DOCUMENT SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.

S:\ENG Projects\Goleta City Hall AC-11&13 Replacement\Engineering\Goleta City Hall AC-11&13 Replacement T24.dwg MQaddoura778E Aug 22,2025-2:27pm 1806-03-PS24
DS
KHBS
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

ENERGY COMPLIANCE

DOCUMENTATION
EC-000

PROJECT TEAM LIST

TITLENAMEDESK NUMBEREMAIL ADDRESS
PRINCIPAL IN CHARGE BRIAN [email protected] PROJECT MANAGER DENVER [email protected] MECHANICAL DESIGNER DENVER [email protected] ENERGY COMPLIANCE JORGE BRAVO805.540.3363 EXT [email protected]

SHEET INDEX

SHEET NUMBERSHEET TITLE
M-000GENERAL
M-001SCHEDULES & DETAILS
M-121PARTIAL ROOF PLANS
EC-000ENERGY COMPLIANCE DOCUMENTATION
AUGUST 25, 2025
PLAN CHECK RESPONSE 1
19 rrmdesign.com |(805) 543-1794

CONSULTANT
AGENCY
NO.REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
E
RE
T
Y
M.

E
CF
NO. 20823EL
TS
O
E
AT E
SIGER
EJ F
T
FR
E
ARO L
IC
RT
IL
F CA
AIN
HOM
N
A

REE GI N
ORPD
NA
OI
EF
SS
L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
MAY 21, 2026
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

ISSUE FOR BID

GENERAL NOTES, LEGND,

AND ABBREVIATIONS
E-001

GENERAL NOTES

1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND

ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:

A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.

B. AMERICANS WITH DISABILITIES ACT (ADA).

2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER.

KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE.

3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7.

CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL

ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.

4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX) +46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX) +48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)
+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX) THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.

ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO

CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [CBC 11B-308.1.1] ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM [CBC 11B-308.1.2]

BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN.

4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS

WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).

5. EQUIPMENT ANCHORAGE NOTE

ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2019 CBC, SECTIONS 1613A AND 1616A AND ASCE 7-10 SECTIONS 13.3, 13.4 & 13.6.

THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2019 CBC SECTION 1616A.1.18:

A. FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2019 CBC TABLE 13.5-1) B. TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2019 CBC SECTION 1616A.1.18 ITEM 2.

C. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN CATEGORIES D, E, OR F THAT MEET ALL OF THE CRITERIA LISTED IN 2019 SECTION 1616A.1.18 ITEM 3.

D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.

E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 13.6.5.5, ITEM 6, RESPECTIVELY.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS WITH AN OPA#, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

MECHANICAL SYSTEMS

1. MECHANICAL UNIT CONDUITS: TO PREVENT DAMAGE DUE TO VIBRATION, BOTH POWER AND CONTROL WIRING CONDUITS

FEEDING EXTERIOR MECHANICAL UNITS SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR WITH LIQUID TIGHT

FLEXIBLE TYPE AT FINAL CONNECTION TO UNIT AND BETWEEN ROOF JACK AND DISCONNECT SWITCH WHERE DISCONNECT IS MOUNTED ON UNIT.

2. POWER EXHAUST FANS SHALL BE PROVIDED & INSTALLED BY MECHANICAL CONTRACTOR WITH LINE VOLTAGE WIRING CONNECTIONS MADE BY ELECTRICAL CONTRACTOR.

3. MECHANICAL EQUIPMENT CONTROLS: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW VOLTAGE WIRE AND CONNECTIONS (BELOW 120 VOLT) TO AND FROM ALL MECHANICAL CONTROL DEVICES. ALL LOW VOLTAGE CONTROL WIRE SHALL BE IN CONDUIT, UNLESS OTHERWISE NOTED.

4. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER IF REQUIRED BY SERVING UTILITY COMPANY. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED

BETWEEN BUILDINGS, SIGNAL CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE.

EXISTING BUILDINGS

1. ASBESTOS: IF DURING THE COURSE OF WORK THE CONTRACTOR OBSERVES THE EXISTENCE OF ASBESTOS, OR

ASBESTOS-BEARING MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY TERMINATE FURTHER WORK ON THE PROJECT AND NOTIFY THE OWNER OF THE CONDITION. THE OWNER WILL, AFTER CONSULTATION WITH THE OWNER'S REPRESENTATIVE, DETERMINE A FURTHER COURSE OF ACTION.

2. ANY DEMOLITION WORK SHOWN WAS PREPARED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER DOES NOT REPRESENT THAT ALL ITEMS WHICH MAY REQUIRE DEMOLITION HAVE BEEN SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO CAREFULLY EXAMINE THE SITE AND THE CONTRACT DOCUMENTS AND TO PERFORM ALL DEMOLITION AND RECONSTRUCTION WHICH MAY BE REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

3. EXISTING CONDITIONS: INFORMATION SHOWN FOR EXISTING CONDITIONS WAS PRIMARILY GAINED FROM "AS BUILT" DRAWINGS AND/OR LIMITED FIELD INVESTIGATION. BEFORE BID, VISIT SITE TO VERIFY EXISTING CONDITIONS AND MAKE ALLOWANCE FOR VARIATIONS FROM THAT SHOWN.
4 EXISTING CONDUCTORS: INTERCEPT, EXTEND, REROUTE, REPULL CONDUCTORS, SPLICE AND OTHERWISE MODIFY EXISTING

CONDUCTORS OF ALL SYSTEMS AS REQUIRED TO MAINTAIN AND/OR ESTABLISH PROPER FUNCTION AND SATISFY DESIGN INTENT. REMOVE ABANDONED CONDUCTORS.

5. EXISTING COMMUNICATIONS, DATA AND CATV AND OTHER LOW VOLTAGE TYPE SYSTEM OUTLET LOCATIONS SHOWN ON THE PLAN TO BE RELOCATED SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. MODIFY EXISTING SYSTEM AS REQUIRED FOR FULL FUNCTION (SAME AS EXISTING) IN NEW LOCATION.

6. WHERE EXISTING BUILDING CONSTRUCTION, MECHANICAL UNITS AND OTHER EQUIPMENT IS SHOWN TO BE REMOVED, DISCONNECT AND REMOVE ALL ASSOCIATED ELECTRICAL INSTALLATION.

7. CLOSELY COORDINATE OUTAGE AND FACILITY DISRUPTION TIME WITH ARCHITECT AND OWNER. MINIMUM 72-HOUR NOTICE IS REQUIRED BEFORE ANY CIRCUIT SHUTDOWN OR DISRUPTION OF FACILITY PERSONNEL FUNCTIONING.

ELECTRICAL ROOF PLAN

1. PROVIDE SEALTITE POWER & CONTROL CONNECTIONS TO ALL AC UNITS.

2. ALL EQUIPMENT SHOWN ABOVE ROOF IS NEMA 3R.

3. VERIFY EXACT EQUIPMENT LOCATIONS AND POINTS OF CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.

4. FUSE DISCONNECT SWITCHES PER EQUIPMENT NAMEPLATE RATING.

5. ALL ROOF PENETRATIONS SHALL BE MADE WITH ROOF JACKS, SEAL ALL PENETRATIONS WITH MASTIC.

FIRE ALARM SYSTEM
A. EXISTING FIRE ALARM IS A SILENT NIGHT. FIRE ALARM WILL BE A DEFERRED SUBMITTAL AFTER BUILDING PERMIT IS ISSUED.

APPROVAL AND DEVICES SHOWN ON PLANS ARE FOR REFERENCE ONLY. SUBMIT FULL DESIGN-BUILD SHOP DRAWINGS SHALL

BE PREPARED BY THE CONTRACTOR AND PERMIT APPLICATION TO THE COUNTY BUREAU OF FIRE PREVENTION FOR REVIEW AND APPROVAL OF FIRE ALARM SYSTEM. INCLUDE THE PLAN CHECK NUMBER ON YOUR SUBMITTAL AND ALL CORRESPONDENCE. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BEGIN UNTIL THE LOCAL FIRE AUTHORITY HAS

APPROVED THE SHOP DRAWINGS

DUCT SMOKE DETECTORD SD
SD

HORN- AUDIBLE DEVICE

VISUAL- VISUAL DEVICE

MANUAL PULL STATION

END OF LINE RESISTOR

HEAT DETECTOR

SMOKE DETECTOR
B
H
BELL
P

AUDIBLE/VISUAL

FLOW SWITCH

TAMPER SWITCH
F
AV
T
H
V
(R)
UC
UG
UON
(TBR)
TYP
NIC
NL
P POLE
MSB
MTTB
(N) NEW

ABBREVIATIONS
AMPERE

AMP FUSE RATING

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AMPERES INTERRUPT CAPACITY

AMP SWITCH RATING

BELOW FINISH GRADE

CIRCUIT BREAKER

CIRCUIT

CONDUIT

EXISTING

ELECTRICAL CONTRACTOR

EXHAUST FAN
CA. ELECTRICAL CODE
(E) IN (N) LOCATION
(E) TO BE (R)

FIRE ALARM

FIRE ALARM CONTROL PANEL

GROUNDING CONDUCTOR

GENERAL CONTRACTOR
GROUND

GALVANIZED RIGID STEEL

MECHANICAL CONTRACTOR

ISOLATED GROUND

GANGED WITH SWITCH

MAIN CIRCUIT BREAKER

LIGHTING

MAIN LUGS ONLY
FUTURE

GROUND FAULT CKT INTERRUPTER
(E) POWER HOMERUN
POWER/COMM.

SINGLE RECEPT.

DUPLEX RECEPT.

DUPLEX- HALF SWITCHED

DOUBLE DUPLEX

SPECIAL CONFIGURATION

DUPLEX- FLOOR OUTLET

LETTER ADJACENT INDICATES

FIXTURE TYPE
A
RECESSED FLUOR.

SURFACE FLUOR.

FLUOR. STRIP UON

TRACK LIGHT

DIRECTIONAL FLOOD

EXIT LIGHT- WALL

EMERGENCY FIXTURE

POLE LIGHT

POLE LIGHT- DECORATIVE

TANDEM-WIRED LAMPS
(ARROW INDICATES DIRECTION)

EXIT LIGHT- CEILING

BOLLARD
FA 2DPST

OCCUPANCY SENSOR

W/THERMAL OVERLOAD

DUAL LEVEL SWITCHING

SWITCHLEG DESIGNATION

PW/PILOT LIGHT

KEY OPERATED
,a
OS
K
3-WAY
4-WAY
DIMMER

TIMER SWITCH
D
T
3 4
MC
MCB
MLO
IG
GWS
LTG
GFI
GND
GRS
G
FACP
GC

CONDUIT STUB (W/MARKER)

VERTICAL CONDUIT RUN

FLEXIBLE CONNECTION

SURFACEMOUNT RACEWAY

SWITCHES
SPST

CONDUIT SEAL

LOW VOLTAGE
LV
(E)
(EXN)
(EXR)
(F)
EC
EF-#
CEC
CKT
C
AS
BFG
CB
NOTE: INTERPRET IN CONTEXT

LIGHT FIXTURES

CEILING SURFACEMOUNT

WALL SURFACEMOUNT

RECESSED DOWNLIGHT

RECESSED WALLWASH
LEGEND

PENDANT MOUNT

NEW POWER HOMERUN
(3 HOTS & NEUT SHOWN)

EXISTING TO REMAIN

CONDUIT/WIRE

ISOLATED GROUND
E
NEW
AFF
AFG
AIC
A
AF

UNDERGROUND

PHONE/DATA COMBO OUTLET

GROUND FAULT CIRCUIT INTERRUPTGFI
MOUNTED ABOVE COUNTER*
MOUNTED ABOVE COUNTER*

FIRE ALARM CONTROL PANEL

REMOTE POWER SUPPLY
RPS
CONDUIT ONLYC.O.

PV PHOTOVOLTAIC

FIRE ALARM

JJUNCTION BOX

MAIN SWITCHBOARD

NOT IN CONTRACT

NIGHT LIGHT

RELOCATE(D)

TO BE REMOVED

TYPICAL

UNDERCABINET

UNDERGROUND

VOLT AMPERES

WATT, WIRE
WEATHERPROOF (NEMA 3R)

UNLESS OTHERWISE NOTED

MAIN TELEPHONE TERMINAL BOARD

FUSIBLE SWITCH
Ø
GROUND
PHASE

TELEPHONE OUTLET

DATA OUTLET

SAFETY DISCONNECT

TELEVISION OUTLET

MISCELLANEOUS

CIRCUIT BREAKER

THERMOSTATT
MOTOR
TV
VOLT V
WP
VA
W

SPEAKER/VISUALSV

INTERMEDIATE DISTRIBUTION FRAMEIDF

MAIN DISTRIBUTION FRAMEMDF

SMOKE/CO DETECTORSDCO

ACCESS POINTAP

DOUBLE DUPLEX, HALF SWITCHED

SHEET LIST

SHEETNAME
E-001ELECTRICAL GENERAL NOTES, LEGEND, AND ABBREVIATION E-011ELECTRICAL SINGLE LINE DIAGRAM
E-101ELECTRICAL ROOF PLAN
E-201ELECTRICAL FIRST FLOOR PLAN
E-202ELECTRICAL SECOND FLOOR PLAN

CONVENTIONS
X
-
1 NUMBERED SHEET NOTES: REFERS TO

NOTES ON SAME SHEET AS REFERENCED
DETAIL REFERENCE:
-DETAIL DESIGNATION
-SHEET NUMBER REFERENCE
UNIT
#

HVAC EQUIPMENT NEW TAG PER

MECHANICAL PLANS
(AC-X)EXISTING UNIT TAG
20 rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
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San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
MAY 21, 2026
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

ISSUE FOR BID

SINGLE LINE DIAGRAM
E-011

SINGLELINE DIAGRAM
############E-011
1 (E) MAIN SWITCHBOARD "MSB"
1600A, 480/277V, 3ɸ, 4W
MM
TO SCE

PAD-MOUNTED

TRANSFORMER
600A
3P
600A
3P
(E) DBD1
600A, 480/277V, 3ɸ, 4W
200A
3P
100A
3P
HD1B
PANEL
HD1A
PANEL
400A
3P
(E) T1
225KVA
480-208Y/120V,
3ɸ, 4W
100A
3P
(E) T2
45KVA
480-240V,
3ɸ, 3W
(E) DBD2
600A, 208Y/120V, 3ɸ, 4W
100A
3P
125A
3P
LD1A
PANEL
100A
3P
LD1D
PANEL
125A
3P
LD1C
PANEL
90A
3P
LD1B
PANEL
30A
3P
COMP
AC
COMP
AC

ISO XFMR
45KVA
240-208Y/120V,
3ɸ, 4W

AC DISCONNECT
125A
(E) BD
600A, 480/277V, 3ɸ, 4W
200A
3P
200A
3P
HB
PANEL
HA
PANEL
400A
3P
(E) T1
150KVA
480-120/208V,
3ɸ, 4W
(E) DB2
600A, 208Y/120V, 3ɸ, 4W
100A
3P
100A
3P
LA
PANEL
60A
3P
LE
PANEL
100A
3P
LC
PANEL
100A
3P
CP1
PANEL
90A
3P
LB
PANEL
CP2
PANEL
(E) HM
100A, 480/277V
, 3ɸ, 4W
M
30A
3P
(E) TD
15KVA
480-120/240V,
3ɸ, 4W
PANEL
HPD
50A
3P
METER #
259000-044522

FIRST FLOOR
METER #
259000-094069
2ND FLOOR
METER #
256000-086626
METER #
256000-060253
100AS
100AF
PANEL
HLD
480/277V, 3ɸ, 4W
M

FROM SCE
100A
3P
LD
PANEL
600A
3P
PANEL
CP
125A
3P
400AS
400AF
(E) PV PANEL
400A, 480/277V, 3ɸ, 4W
100A
3P
100A
3P
INV1INV2
15A
3P
100A
3P
INV3
G
65KAIC
3P
1200A
ATS1
600A, 480V
AT2
600A, 480V
GCP
PANEL
METER LABELLED HEWLETT PACKARD, SUITE "A". ASSUMED
THAT THIS IS THE PV VIRTUAL METERING.

SOLAR AT CARPORT
(E) (E)
AC-13

CONNECTED

TO THIS PANEL
AC-11

CONNECTED

TO THIS PANEL
1PLANCHECK RESPONSE 1 8/15/2025
21 PF
1 1
AA
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
BB
CC
DD
EE
FF
GG
CD
AC-14
20A
480V
CP2-3,5
50A
208V
CP2-4,6
50A
208V
AC-18
30A
480V
AC-20
LD-1,3
20A
208V
AC-16
HB-14,16,18
20A
480V
AC-15
HA-31,33,35
30A
480V
HD1A-19,21,23
AC-17
HA-32,34,36
30A
480VEF-2
LB-41
EF-3
LD1A-34
AC-12
HD1A-26,28,30
20A
480V
460V, 3ɸ
42 MCA
45A
AC-10
HA-26,28,30
30A
480V
AC-7
HD1A-14,16,18
30A
480V
AC-4
LB-5,7
30A
208V
LB-13,15
40A
208V
AC-6
AC-2
LB-9,11
30A
208V
HD1A-37,39,41
20A
480V
CU-3
EF-1
LB-39
AC-8
LB-1,3
20A
208V
AC-9
HA-37,39,41
30A
480V
AC-5
HD1A-20,22,24
20A
480V
AC-3
HA-25,27,29
20A
480V
AC-1
HA-19,21,23
20A
480V
CU-1
HD1A-31,33,35
20A
480V
HD1A-32,34,36
20A
480V
CU-2

STUB UP
LB-17

UNLABELED
-OFF-
OUT OF

COMISSION

STUB UP
LB-17

PHOTOCELL
PC

PHOTOCELL
PC
(N)
(AC-13)
(AC-11)
HA-20,22,24
460V, 3ɸ

4.6 FLA,

5.6 MCA
460V, 3ɸ
52 MCA
60A
460V, 3ɸ

5.2 FLA,

6.5MCA
PHP
11 PE
11 (E)
(E)
(E)
(E)
(E)
(E)
(E) (E) (E) (E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
1 2
PHP
13 (N)
PE
13 3
4 6
6 7
7 7
7 SDD
5 SDD
5 J
J
8 8
CU-4
LD1C-9,11
30A
208V

STUB UP
LD-9
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
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San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
MAY 21, 2026
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

ISSUE FOR BID

ELECTRICAL ROOF PLAN
E-101

ELECTRICAL ROOF PLAN
1/8" = 1'-0"E-101
1 REFERENCE NOTES

1.AC-11 – EXISTING CONDITIONS AND UPGRADE:
*AC-11 IS CURRENTLY CONNECTED TO PANEL HA ON THE SECOND FLOOR VIA AN EXISTING 3/4" HOMERUN CONDUIT SHARED WITH
ANOTHER 3-PHASE CIRCUIT.
*EXISTING WIRING CONSISTS OF (6)#10 CONDUCTORS + #10 CU GROUND.
*THE CONDUIT RUNS TO AN EXISTING J-BOX ABOVE THE CEILING, THEN SPLITS INTO A DEDICATED CONDUIT RUNNING UP THROUGH THE ROOF. *A 3/4" CONDUIT PENETRATES THE ROOF AND TERMINATES IN AN LB FITTING WITH SEAL-TIGHT CONDUIT CONNECTED TO THE DISCONNECT. *REPLACE THE EXISTING 480V, 30A, 3P, NEMA 3R DISCONNECT WITH A NEW 480V, 60A, 3P, NEMA 3R DISCONNECT.
*FIELD-LOCATE AND RE-USE THE EXISTING ROOF PENETRATION.

2.AC-11 – ELECTRICAL UPGRADE:
*REMOVE THE EXISTING (3)#10 CONDUCTORS FROM AC-11.
*INSTALL A NEW HOMERUN TO PANEL HA USING 3/4" CONDUIT WITH (3)#8 AND (1)#10 CU GROUND.
*REPLACE THE EXISTING 30A, 3-POLE BREAKER IN PANEL HA WITH A NEW 480V, 50A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE REQUIREMENTS.

3.AC-13 – EXISTING CONDITIONS:
*AC-13 IS CONNECTED TO PANEL HD1A ON THE FIRST FLOOR VIA A DEDICATED 3/4" CONDUIT CONTAINING (3)#8 AND (1)#10 CU GROUND. *THE CONDUIT PENETRATES THE ROOF INTO AN LB FITTING.
*FIELD-LOCATE AND RE-USE THE EXISTING ROOF PENETRATION. *REPLACE THE EXISTING 480V, 40A, 3P, NEMA 3R DISCONNECT WITH A NEW 480V, 60A, 3P, NEMA 3R DISCONNECT.

4. AC-13 – CONDUIT AND CONDUCTOR UPGRADE:
*THE EXISTING 3/4" CONDUIT IS UNDERSIZED FOR THE NEW
CONDUCTOR REQUIREMENTS.
*ABANDON AND REMOVE THE EXISTING 3/4" CONDUIT AND DISCONNECT THE CONDUCTORS.
*PROVIDE A NEW 1" CONDUIT HOMERUN WITH (3)#6 AND (1)#8 CU GROUND.
*RE-USE ONE OF THE EXISTING #8 CONDUCTORS AS THE GROUND, WHERE CODE-COMPLIANT.
*PROVIDE A NEW ROOF PENETRATION AS REQUIRED FOR CONDUIT ROUTING.
*REPLACE THE EXISTING 40A, 3-POLE BREAKER IN PANEL HD1A WITH A NEW 480V, 60A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE REQUIREMENTS.

5. PROVIDE FIRE ALARM CONNECTION TO NEW SMOKE DUCT DETECTOR PER MECHANICAL PLANS. CONNECT TO EXISTING FIRE ALARM SYSTEM.

6. NEW POWER EXHAUST HAS AN INTEGRAL DISCONNECT. PROVIDE SEPARATE CONNECTION FOR NEW AC UNIT.

7. PROPOSED DISCONNECT SHOWN IS FOR REFERENCE ONLY.

COORDINATE WITH UNIT EQUIPMENT FOR EXACT LOCAITON PRIOR TO ROUGH-IN.

8. PROVIDE WP JUNCTION BOX AND 3/4"CONDUIT WITH PULL STRING

DOWN TO SECOND FLOOR ACCESSIBLE CEILING SPACE FOR FUTURE BUILDING ENERGY MANAGEMENT SYSTEM CONTROL WIRING.
22 REF.

UP
UP
UP
1 1
AA
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
BB
CC
DD
EE
FF
GG
ELEC. PANELS
ELEC. PANELS
SHOWER
SHOWER

LOCKERS

PLANNING &

BUILDING LOBBY

OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

COORIDOR
MEN
WOMEN
LOBBY

RECEPTION

STORAGE

OPEN OFFICE

OFFICEOFFICEOFFICE

OFFICEOFFICE
OFFICE
BREAK RM.

OFFICE

OPEN OFFICE

OFFICE OFFICE OFFICE
OFFICE

OFFICE OFFICE OFFICE

OPEN OFFICE

CONFERENCE

BREAK AREA
OFFICE
OFFICE
OFFICE
HALL
STOR.

CLO.

LOBBY

COUNCIL CHAMBERS
SERVER STOR.

SERVER RM.

ELECTRICAL

VESTIBULE

CONFERENCE
CLO.

STORAGE

CORRIDOR

COPY / PRINT
OFFICE

OFFICE ARMORY

BREAK ROOM

CONFERENCE
OFFICE

OFFICE OFFICE

STORAGE

WAREHOUSE
ELEC. / STORAGE
STAIR
STAIR
CLO.

CLO.

OFFICE
ELEC. PANELS
W.H

ELECTRICAL
'DB2'
PANEL
'CP'
(CPE)
PANEL
'HD1A'
XFMR
'T2'
PANEL
'DBD2'
XFMR
'T1'
PANEL
'DBD1'
'BD'
'LE'

XFMR 'TD'
"ATS1"
"ATS2"
'LD1A'
'LD1C'
"MSB"
XFMR 'T1'

HOUSE METER

GENERATOR DISTRIBUTION

PANEL 'GDP'
'HPD'
'HLD'

SERVICE DISCONNECT
'LD1D'
'LD1B'

PHOTOVOLTAIC AC PANELSOLAR

DISCONNECT

SOLAR METER
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
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NA
OI
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L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
MAY 21, 2026
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

ISSUE FOR BID

ELECTRICAL FIRST

FLOOR PLAN
E-201

ELECTRICAL FIRST FLOOR PLAN
1/8" = 1'-0"E-201
1 REFERENCE NOTES

1. PANEL HD1A CIRCUIT 19/21/23 FEED EXISTING ROOF MOUNTED AC-13.

REPLACE THE EXISTING 40A, 3-POLE BREAKER WITH NEW 480V, 60A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE
REQUIRMENTS. EXISTING PANEL AND BREAKER IS SQUARE D COMPANY. 1 23
REF.

PF
REF.
1 1
AA
2 2
3 3
4 4
5 5
6 6
7 7
8 8
9 9
10 10
BB
CC
DD
EE
FF
GG
W.H
DMB
W.

ELEC. PANELS

ELECTRICAL PANELS
ELEC. PANELS

CONFERENCE
SERVER
OFFICE
OFFICE
OFFICE

RECEPTION
LOBBY
MEN
WOMEN

COPY/PRINT

OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE

CONFERENCE

OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

CONFERENCE

OFFICEOFFICE OFFICE
OFFICE
OFFICE
OFFICE
OFFICE

CONFERENCE
OFFICE
OFFICE
OFFICE
BREAK
OFFICE
OFFICE

OPEN OFFICE

FILE STORAGE

OPEN OFFICE
'LA' 'LB'
'CP'
'LC'
'LD'
'HA'
'HB'
1 2
'FACP'
rrmdesign.com | (805) 543-1794

CONSULTANT
AGENCY
NO. REVISIONDATE

PROJECT MANAGER

DRAWN BY CHECKED BY
DATE

PROJECT NUMBER
SHEET
RRM DESIGN GROUP COPYRIGHT 2025

RRM IS A CALIFORNIA CORPORATION

THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS

REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN

GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR

USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED

PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS

EXPIRES: 09/30/26
E
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E
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NO. 20823EL
TS
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NA
OI
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San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.

THOMA ELECTRIC, INC.

Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
MAY 21, 2026
1806-03-PS24
TR/CJ
CJ
CJ/JT
THOMA: 24-8129.05

GOLETA CITY HALL - HVAC

REPLACEMENT
130 CREMONA DRIVE, GOLETA CA 93117

ISSUE FOR BID

ELECTRICAL SECOND

FLOOR PLAN
E-202

ELECTRICAL SECOND FLOOR PLAN
1/8" = 1'-0"E-202
1 REFERENCE NOTES

1. EXISTING PANEL HA CIRCUIT 20/22/24 FEED EXISTING ROOF MOUNTED AC-11. REPLACE THE EXISTING 30A, 3-POLE BREAKER WITH NEW 480V, 50A, 3-POLE BREAKER, MATCHING THE PANEL RATING AND VOLTAGE REQUIRMENTS. EXISTING PANEL AND BREAKER IS SQUARE D COMPANY.

2. EXISITING FIRE ALARM SYSTEM. PROVIDE FIRE ALARM CONNECTION TO NEW SMOKE DUCT DETECTORS PER MECHANICAL PLANS.
24 100% CD - IFB 00 01 03-1
DIVISION 00

SECTION 00 01 01

PROJECT TITLE PAGE

PROJECT MANUAL
FOR

GOLETA CITY HALL

HVAC REPLACEMENT PROJECT
130 Cremona Drive, Goleta, CA 93117

PROJECT NUMBER: 9137b
BID NUMBER: 2026-006
DATE: MAY 21, 2026
BID OPENING: JULY 07, 2026 @ 2:00PM

CITY OF GOLETA
130 CREMONA DRIVE
GOLETA, CALIFORNIA 93117

PREPARED BY:

CITY OF GOLETA & RRM DESIGN GROUP

25 100% CD - IFB 00 01 03-2
DIVISION 00

SECTION 00 01 03

PROJECT DIRECTORY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Identification of project team members and their contact information.

1.02 OWNER:

A. Name: City of Goleta

1. Address Line 1: 130 Cremona Drive, Suite B.

2. City: Goleta.

3. State: CA.

4. Zip Code: 93117.

B. Primary Contact: All correspondence from the Contractor to the Architect will be through this party, unless alternate arrangements are mutually agreed upon at preconstruction meeting.

1. Title: Project Manager, General Services Department.

2. Name: Patrick Zuroske.

3. Email: [email protected]

4. Phone: (805) 568-4154

1.03 CONSULTANTS:

A. Architect: Design Professional of Record. All correspondence from the Contractor regarding construction documents authored by Architect's consultants will be through this party, unless alternate arrangements are mutually agreed upon at preconstruction meeting.

1. Company Name: RRM Design Group
a. Address Line 1: 3765 South Higuera Street, Suite 102 b. City: San Luis Obispo
c. State: CA.
d. Zip Code: 93401
e. Telephone: (805) 543-1794

2. Primary Contact:
a. Title: Architect of Record.
b. Name: Charles Dellinger
B. Structural Engineering Consultant:

1. C ompany Name: RRM Design Group
a. Address Line 1: 3765 South Higuera Street, Suite 102 b. City: San Luis Obispo
c. State: CA.
d. Zip Code: 93401
e. Telephone: (805) 543-1794

2. Primary Contact:
a. Title: Structural Engineer
b. Name: Michael Doremus
C. Electrical Engineering Consultant:

1. Company Name: Thoma Electric, Inc.
a. Address Line 1: 3562 Empleo Street, Ste. C
b. City: San Luis Obispo
c. State: CA.
d. Zip Code: 93401

26 100% CD - IFB 00 01 03-3
DIVISION 00

SECTION 00 01 03

PROJECT DIRECTORY

c. Telephone: (805) 543-3850

2. Primary Contact:
a. Title: Electrical Engineer
b. Name: Chris Jose
D. Mechanical Engineer / Energy Compliance

1. Company Name: 3C Engineering
a. Address Line 1: 1500 Palm Street
b. City: San Luis Obispo
c. State: CA.
d. Zip Code: 93401
e. Telephone: (805) 540-3363

2. Primary Contact:
a. Title: Mechanical Engineer
b. Name: Denver Stranger

1.04 CONSTRUCTION MANAGER:

A. Company Name: To Be Determined.

1. Address Line 1:

2. City:

3. State:

4. Zip Code:

5. Telephone:

B. Primary Contact:

1. Title:

2. Name:

PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED

END OF SECTION
27 DIVISION 00
100% CD - IFB 00 01 07-1

SECTION 00 01 07

SEALS PAGE

Architect:

RRM Design Group

See Technical Spec Seals Page (00 01 07)

Structural Engineering Consultant:

RRM Design Group

See Technical Spec Seals Page (00 01 07)

Electrical Engineering Consultant:

Thoma Electric, Inc.

See Technical Spec Seals Page (00 01 07)

Mechanical Engineering Consultant:

3C Engineering

See Technical Spec Seals Page (00 01 07)
28 SECTION 00 01 10
TABLE OF CONTENTS DIVISION 00
100% CD - IFB 00 01 10-1

SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 01 - Project Title Page
00 01 03 - Project Directory
00 01 07 - Seals Page (See Technical Spec Section 00 01 07) 00 01 10 - Table of Contents
00 11 13 - Notice Inviting Bids
00 21 13 - Instructions to Bidders
00 31 00 - Available Project Information
00 41 00 - Bid Form
00 43 13 - Bid Bond
00 43 25 - Substitution Request Form - During Procurement 00 43 27 - Summary of Cost and Bid Breakdown
00 43 36 - Proposed Subcontractors Form
00 45 13 - Bidder's Qualifications
00 45 46 - Governmental Certifications

1. Iran Contracting Act Certification

2. Ukraine Form of Compliance

3. Public Works Contractor Registration Certification

4. Contractor's Certificate Regarding Workers' Compensation

5. Fleet Compliance Certification

6. Certificate of Asbestos and Lead-Based Paint (New Work)

7. Non-Collusion Declaration
00 52 13 - Agreement Form - Public Works Contract
00 61 13 - Bond Forms
00 72 00 - General Conditions

SPECIFICATIONS
DIVISION 01 -- GENERAL REQUIREMENTS
01 10 00 - General Requirements
01 11 00 - Summary Of Work
01 21 00 - Allowances
01 23 00 - Alternates
01 25 13 - Product Procedures For Substitution And “Or Equal” 01 29 00 - Payment Procedures
01 29 73 - Schedule Of Values
01 31 00 - Project Management And Coordination
01 32 00 - Construction Progress Documentation
01 32 33 - Photographic Documentation
01 33 00 - Submittal Procedures
01 42 00 - Reference Standards
01 42 13 - Abbreviations, Symbols, And Acronyms

01 45 23 - Testing And Inspection
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01 50 00 - Temporary Facilities and Controls
01 55 26 - Traffic Control And Access
01 57 23 - Temporary Storm Water Pollution Control
01 60 00 - Products, Materials, Equipment, and Substitutions 01 64 00 - Owner Furnished Products
01 71 23 - Field Engineering
01 73 29 - Cutting And Patching
01 74 19 - Construction and Demolition Waste Management 01 77 00 - Contract Closeout
01 78 36 - Warranties
01 81 13 - Sustainable Design Requirements

TECHNICAL SPECIFICATIONS (All Technical Specifications are provided as a separate document on the Planet Bids portal)
DIVISION 02 -- EXISTING CONDITIONS
02 41 19 - Selective Structure Demolition
DIVISION 03 -- CONCRETE (NOT USED)
DIVISION 04 -- MASONRY (NOT USED)
DIVISION 05 -- METALS (NOT USED)
DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES
06 10 00 - Rough Carpentry
06 18 00 – Glued-Laminated Construction
DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
07 54 00 – Thermoplastic Membrane Roofing
07 62 00 - Sheet Metal Flashing and Trim
07 92 00 - Joint Sealants
DIVISION 08 – OPENINGS (NOT USED)
DIVISION 09 – FINISHES (NOT USED)
DIVISION 10 -- SPECIALTIES (NOT USED)
DIVISION 11 -- EQUIPMENT (NOT USED)
DIVISION 12 -- FURNISHINGS (NOT USED)
DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)
DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)
DIVISION 21 -- FIRE SUPPRESSION (NOT USED)
DIVISION 22 -- PLUMBING (NOT USED)
DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 00 00 – Heating, Ventilation, and Air Conditioning
23 00 13 – General Mechanical Requirements
DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)
DIVISION 26 -- ELECTRICAL
26 05 00 – Common Work Results for Electrical
26 05 19 – Low Voltage Electrical Power Conductors and Cables 26 05 33 – Raceways and Boxes for Electrical System
26 05 53 – Identification of Electrical Systems
DIVISION 27 -- COMMUNICATIONS (NOT USED)
DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY (NOT USED) DIVISION 31 -- EARTHWORK (NOT USED)
DIVISION 32 -- EXTERIOR IMPROVEMENTS (NOT USED)
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DIVISION 33 -- UTILITIES (NOT USED)
DIVISION 34 -- TRANSPORTATION (NOT USED)
DIVISION 40 -- PROCESS INTEGRATION (NOT USED)
DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT (NOT USED)

EXHIBITS (Documents Provided in Planet Bids Portal)
A. 2025 – RRM Design Group, Plans for HVAC Replacement
B. 2025 – RRM Design Group, Structural Calculations Report C. 2026 – Photographs – RTU 11 & 17
D. 2014 – Roof Replacement Building Permit File
E. 2014 – Roof Replacement – Action Roofing Invoice and Proposal F. 2014 – IB Roofing Warranty Card

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NOTICE TO CONTRACTORS

INVITING SEALED BIDS
GOLETA CITY HALL, HVAC REPLACEMENT (PROJECT NO. 9137b)

PUBLIC NOTICE IS HEREBY GIVEN that the City of Goleta (“City”) invites sealed bids for the above stated project and will receive such bids via electronic transmission on the City of Goleta PlanetBids portal site until 2:00 P.M. (PST) on JULY 0 7, 2026, and will be publicly opened and posted on the PlanetBids portal site promptly thereafter.

PROPOSERS MUST BE REGISTERED ON THE CITY OF GOLETA’S PLANETBIDS PORTAL IN ORDER TO RECEIVE ADDENDUM NOTIFICATIONS AND SUBMIT A PROPOSAL.

Proposers are required to acknowledge receipt of all addenda issued. Proposers are responsible for obtaining all addenda from the City’s PlanetBids portal.

Copies of the Bid and Contract Documents may be obtained from the Planet Bids Website.

The work includes all labor, material, supervision, and equipment necessary to construct, deliver and install a finished GOLETA CITY HALL, HVAC REPLACEMENT PROJECT (NO. 9137b). Work includes the replacement of two existing rooftop HVAC units and associated curbs, limited ductwork replacement, and limited roofing and flashing, as further described in the Project Description.

Project Duration
The successful contractor (after receipt of Notice to Proceed) shall have 100 calendar days to complete all work called for under the Contract Documents.

Project Location
130 Cremona Drive, Goleta, California, 93117.

Project Description
The City seeks to remove two existing gas-fired rooftop HVAC units and replace with two new electric heat pumps and economizers ; curb replacement ; limited ductwork replacement; roof repairs and flashing installation; installation of a new support glulam beneath RTU 17; and required electrical upgrades and controls installation. The new HVAC units will be placed in roughly the same openings after curb replacement. System start-up, testing, and balancing are required.

Questions and Communications
All questions must be submitted electronically through PlanetBids. The deadline for receipt of questions is 5:00 P.M. (PST) on Thursday, June 18, 2026.

Mandatory Pre-Bid Meeting
Mandatory pre-bid meetings will be held at the Project Site (130 Cremona Drive, Goleta, California, 93117) at:
• Tuesday, June 2, 2026, at 2:00 P.M. (PST)
• Tuesday, June 9, 2026, at 2:00 P.M. (PST)

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Attendance at one meeting is required. Bidders must attend a pre- bid meeting, fully inspect the Project Site, and will be held responsible for all information presented. It is required that the Bidders become thoroughly familiar with the terms and conditions of the Bid Plans, Special Provisions, and Local Conditions affecting the performance and costs of the Work prior to bidding and it is recommended that this be done prior to attending the pre-bid meeting.

Bid Submittal Instructions
Bidders must be registered on the City of Goleta’s PlanetBids portal in order to access all bid documents, and to receive addendum notifications and to submit a bid. Go to PlanetBids for bid results and awards. It is the responsibility of the bidder to sub mit the bid with sufficient time to be received by PlanetBids prior to the bid submittal deadline.

Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted. All communications related to this project shall be conducted through PlanetBids. Questions about alleged patent ambiguity of the plans, specifications, or estimate must be asked before bid opening. After bid opening, the City does not consider these questions as bid protests. All bids must be submitted electronically through PlanetBids on or before 2:00 P.M. (PST) on Tuesday, July 0 7, 2026. At that time, the electronic bids will be opened within the system and made publicly available in PlanetBids immediately following opening.

Bid Security
The bid must be accompanied by a bid security in the form of a money order, a certified cashier’s check, or bidder’s bond executed by an admitted surety, made payable to City.

The bid security shall be an amount equal to ten percent (10%) of the total annual bid amount included with their proposals as required by California law.

Note: All bids must be accompanied by a scanned copy of the bid security uploaded to PlanetBids. The original security of the three (3) lowest bidders must also be mailed or submitted to the office of the City Clerk at 130 Cremona Drive, Suite B, Goleta, California 93117, in a sealed envelope and be received or postmarked within three (3) City business days after the bid due date and time; otherwise, the bid shall be considered non-responsive. The sealed envelope should be plainly marked on the outside, “SEALED BID SECURITY FOR GOLETA CITY HALL HVAC REPLACEMENT PROJECT NO. 9137b”.

Performance Security
Pursuant to Public Contract Code section 22300, the successful bidder may substitute certain securities for funds withheld by CITY to ensure performance under the Contract or, in the alternative, request the City to make payment of retention to an escrow agent.

Affirmative Action
The Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations (DIR) per California Labor Code Section 1771.4, including prevailing wage rates and apprenticeship employment standards. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, ancestry, sex, or religion will also be required. The City hereby affirmatively ensures that 33 SECTION 00 11 13
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all business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to the award of contract.

Department of Industrial Relations (DIR)
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 DIR. No Bid will be accepted, nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the DIR to perform public work. If awarded a contract, the Bidder and its subcontractors, of any tier, shall maintain active registration with the DIR for the duration of the Project. Failure to provide proof of the contractor’s current registration pursuant to Labor Code Section 1725.5 may result in rejection of the bid as non-responsive.

Contractor License
A contract may only be awarded to the lowest responsive and responsible bidder properly licensed in accordance with the laws of the State and the City of Goleta. Contractor shall possess a valid Class B - General Building Contractor license prior to award of Contract.

Said license shall be maintained during the contract period. It is the Bidder’s and Contractor’s responsibility to obtain the correct Contractor’s licenses. Bidders shall be skilled and regularly engage in the general class or type of work called for under this contract.

Performance and Payment Bonds
The successful Bidder will be required to furnish a Performance Bond and a Payment Bond each in an amount equal to 100% of the Contract Price. Each bond shall be in the forms set forth herein, shall be secured from a surety company that meets all State of California bonding requirements, as defined in Code of Civil Procedure Section 995.120, and that is a California admitted surety insurer.

This is project is a public work in the State of California, funded in whole or in part with public funds. Therefore, the higher of the two applicable prevailing wage rates, federal or state, will be enforced. The Contractor’s duty to pay State prevailing wages can be found under Labor Code Section 1770 et seq. Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay prevailing wages and to employ apprentices, including forfeitures and debarment. The State Wage Decision is on file at the City Clerk’s office and is also available online at http://www.dir.ca.gov/dlsr/.

Apprenticeship Program
Attention is directed to Sections 1777.5, 1777.6 and 1777.7 of the California Labor Code and Title 8, California Administrative code, Section 200 et seq. to ensure compliance and complete understanding of the law regarding apprentices.

Conflict of Interest
In the procurement of supplies, equipment, construction, and services, the conflict of interest provisions in 2 CFR 200.318 shall apply. No employee, officer, or agent may participate in the selection, award, or administration of a contract supported by a Federal award if he or she has a real or apparent conflict of interest. 34 SECTION 00 11 13
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Such a conflict of interest would arise when the employee, officer, or agent, any member of his or her immediate family, his or her partner, or an organization which employs or is about to employ any of the parties indicated herein, has a financial or other interest in or a tangible personal benefit from a firm considered for a contract. The officers, employees, and agents of the non -Federal entity may neither solicit nor accept gratuities, favors, or anything of monetary value from contractors or parties to subcontracts.

Contractor Experience
The Contractor Company, including the Responsible Managing Officer (RMO) for the Contractor Company, shall demonstrate a minimum of ten (10) years' experience successfully performing projects of substantially similar type, magnitude, and character of the work bid.

Rejection of Bids
The City reserves the right to reject all bids, reject any bid that is not responsive to the invitation, or to waive any minor irregularity and to take all bids under advisement for a period of up to one hundred and twenty (120) calendar days. Failure to provide proof of the Contractor’s current registration pursuant to Section 1725.5 of the Labor Code may result in rejection of the bid as non- responsive. Failure to comply with enforcement provisions pursuant to Section 1771.4 of the Labor Code may result in a determination that the Bidder is not responsible.

Liquidated Damages
The Liquidated Damages shall be $1,800 per day.

Protest
Any protest to an intended award of this contract shall be made in writing addressed to the City Clerk according to Specification Section 002113, Paragraph 5.25 (Filing of Bid Protests) and filed and received by the City not more than five (5) calendar days following the date of City’s Notice of Intent to Award the Contract. Any protest may be considered and acted on by the City Council at the time noticed for award of the contract. To request a copy of the notice of agenda for award, please contact the City Clerk (805) 961-7505 or register on the City’s website (www.cityofgoleta.org).

All questions about this project and bidding requirements must be submitted in writing through PlanetBids.

Publication Date: Santa Barbara Independent, May 21, 2026

END OF NOTICE INVITING BIDS
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SUMMARY

1.01 DOCUMENT INCLUDES
A. Invitation

1. Questions

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INSTRUCTIONS TO BIDDERS
DIVISION 00

2. Mandatory Pre-Bid Meeting
B. Bid Documents and Contract Documents

1. Securing Documents

2. Examination of Site and Contract Documents

3. Interpretation of Drawings and Documents

4. Product Substitutions

5. Addenda

6. Alternate Bids
C. Qualifications

1. Subcontractors

2. Licensing Requirements
D. Bid Submission/Enclosures/Requirements

1. Completion of Bid Forms

2. Bid Delivery and Modifications of Bids

3. Bid Guarantee (Bond)

4. Iran Contracting Act of 2010

5. Compliance with Economic Sanctions in Response to Russia's Actions in Ukraine

6. Noncollusion Declaration

7. Public Works Contractor Registration Certification

8. Fleet Compliance Certification

9. Certificate of Asbestos and Lead-Based Paint (New Work)

10. Bidder Information and Experience Form

11. Workers' Compensation Certification

12. Signing of Bids

13. Submission of Sealed Bids

14. Opening of Bids

15. Withdrawal of Bid

16. Submission of Cost Breakdown by Apparent Low Bidders

17. B
idders Interested in More Than One Bid

18. Substitution of Security

19. Debarment of Contractors and Subcontractors

20. Insurance Requirements

21. Performance Bond and Payment Bond Requirements

22. Sales and Other Applicable Taxes, Permits, Licenses, and Fees

23. Permit Fee Allowance

24. Filing of Bid Protests

25. Basis of Award, Balanced Bid

26. Award Process

27. Execution of Contract
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1.02 RELATED DOCUMENTS
A. Document 00 11 13 - Notice Inviting Bids
B. Document 00 41 00 - Bid Form
C. Document 00 43 13 - Bid Bond
D. Document 00 43 36 - Proposed Subcontractors Form
E. Document 00 43 25 - Substitution Request Form - During Procurement F. Document 00 43 27 - Summary of Cost and Bid Breakdown.

G. Document 00 73 00 - Special Conditions
H. Document 00 45 13 - Bidder's Qualifications
I. Document 00 45 46 - Governmental Certifications

INVITATION

2.01 QUESTIONS
A. Questions regarding this Notice Inviting Bids must be submitted via electronic transmission on the City of Goleta PlanetBids portal site by 5:00 P.M. (PST) on Thursday, June 18, 2026. No other members of the City's staff or governing body should be contacted about this procurement during the bidding process. Any and all inquiries and comments regarding this Bid must be communicated in writing, unless otherwise instructed by the City. The City may, in its sole discretion, disqualify any Bidder who engages in any prohibited communications.

2.02 MANDATORY PRE-BID MEETING
A. Mandatory pre-bid meetings will be held at the Project Site (130 Cremona Drive, Goleta, California, 93117) at:
• T ues day, June 2, 2026, at 2:00 P.M. (PST)
• Tuesday, June 9, 2026, at 2:00 P.M. (PST)
B. Attendance at One meeting is required. Bidders must attend a pre-bid meeting, fully inspect the Project Site, and will be held responsible for all information presented. It is required that the Bidders become thoroughly familiar with the terms and conditions of the Bid Plans, Special Provisions, and Local Conditions affecting the performance and costs of the Work prior to bidding and it is recommended that this be done prior to attending the pre-bid meeting.

C. Meetings will begin promptly at 2:00pm in the south parking lot, adjacent to the EV Charging Stations parking spaces. On-site General Services staff will lead the attendees through the pre-bid walk-through.

BID DOCUMENTS AND CONTRACT DOCUMENTS

3.01 SECURING DOCUMENTS
A. Bids must be submitted to the City on the Bid Forms, which are a part of the Bid Package for the Project. The proposal forms, bid security, and all other documents required to be submitted with the bid must be submitted via electronic transmission on the City of Goleta PlanetBids portal site.

Bid and Contract Documents may be obtained from PlanetBids in the Notice Inviting Bids.

B. Bidders must be registered on the City of Goleta's PlanetBids portal in order to access bid documents, receive addendum notifications, and to submit a bid. Visit PlanetBids for bid results and award information. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.

C. F ailure to acknowledge addenda on the Bid Form may make a bid nonresponsive and not eligible for award of the contract.
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3.02 EXAMINATION OF SITE AND CONTRACT DOCUMENTS
A. At it s own expense and prior to submitting its Bid, each Bidder shall visit the site of the proposed work and fully acquaint itself with the conditions relating to the construction and labor required so that the Bidder may fully understand the work, including but not limited to difficulties and restrictions attending the execution of the work under the contract. Site examination shall occur during the scheduled pre-bid meetings. Each Bidder shall carefully examine the Drawings, and shall read the Specifications, Contract, and all other documents referenced herein. Each Bidder shall also determine the local conditions which may in any way affect the performance of the work, including local tax structure, contractors' licensing requirements, availability of required insurance, the prevailing wages and other relevant cost factors, shall familiarize itself with all federal, state and local laws, ordinances, rules, regulations and codes affecting the performance of the work, including the cost of permits and licenses required for the work, and shall make such surveys and investigations, including investigations of subsurface or latent physical conditions at the site or where work is to be performed as may be required. Bidders are responsible for consulting the standards referenced in the Contract. The f ailure or omission of any Bidder to receive or examine any contract documents, forms, instruments, addenda, or other documents, or to visit the site and acquaint itself with conditions there existing shall in no way relieve any Bidder from any obligation with respect to its Bid or to the contract and no relief for error or omission will be given except as required under State law. The submission of a Bid shall be taken as conclusive evidence of compliance with this Article.

3.03 I NTERPRETATION OF DRAWINGS AND DOCUMENTS
A. Prospective Bidders unclear as to the true meaning of any part of the Drawings, Specifications or other proposed contract documents may submit to the City a written request for interpretation through PlanetBids. The prospective Bidder submitting the request is responsible for prompt delivery. Interpretation of the Drawings, Specifications, or other proposed contract documents will be made only by a written addendum duly issued through PlanetBids. The City will not be responsible for any other explanation or interpretations of the proposed documents. If a Prospective Bidder becomes aware of any errors or omissions in any part of the Contract Documents, it is the obligation of the Prospective Bidder to promptly bring it to the attention of the City through PlanetBids.

B. Before submitting its bid, bidder will carefully study and compare the various documents comprising the Contract Documents and compare them with any other work being bid concurrently or presently under construction which relates to the Work for which the bid is submitted; will examine the project site, the conditions under which the Work is to be performed, and the local conditions; and will at once report to the City's representative errors, inconsistencies, or ambiguities discovered. The drawings and specifications contained in these Contract Documents do not constitute a representation or warranty that any conditions shown therein actually exist.

C. C larifications, interpretations, corrections, and changes to the Contract Documents will only be made by addenda. Purported clarifications, interpretations, corrections, and changes to the Contract Documents made in any other manner will not be binding and bidders will not rely upon them.
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3.04 PRODUCT SUBSTITUTIONS
A. R equests for product substitutions will be considered during the bidding process. All requests shall be submitted through a Bid RFI process (electronically through PlanetBids Question and Answer tab), so that all bidders will be informed. All requests must be submitted by the Question Deadline timeframe specified in 00 21 13 Section 2.01(A). Bidders wishing to obtain authorization for an or equal substitution of an equivalent material, product or equipment, shall submit all requests for or equal substitution using the form included as 00 43 25 - Substitution Request Form - During Procurement, together with data substantiating Bidder's representation that the non-specified item is of equal quality to the item, in accordance with 01 25 13 - Product Procedures For Substitution And “Or Equal” . Requests for product substitutions not handled through the Bid RFI process will not be considered. Authorization of an equal substitution of equivalent materials is solely within the discretion of the City and, if given, shall be made by Addendum issued by the City before Bid Opening. Bids shall not be based on any or equal substitution request that has not been authorized in writing by Addendum. In the absence of a written Addendum authorizing a pr e- Bid or equal substitution request, the request shall be deemed denied.

3.05 ADD ENDA
A. The City reserves the right to revise the Contract Documents prior to the Bid opening date.

Revisions, if any, shall be made by written Addenda. All Addenda issued by the City shall be included in the Bid and made part of the Contract Documents. Pursuant to Public Contract Code Section 4104.5, if the City issues an Addendum which includes material changes to the Project less than 72 hours prior to the deadline for submission of Bids, the City will extend the deadline for submission of Bids. The City may determine, in its sole discretion, whether an Addendum warrants postponement of the Bid submission date. Bidders must be registered on the City's PlanetBids portal to receive addendum notifications. Addenda will be posted on PlanetBids portal.

The Bidder shall indicate the Addenda received prior to bidding in the space provided in the Bid Form. Failure to indicate all Addenda received may be sufficient cause for rejecting the Bid.

3.06 ALTERNATE BIDS
A. If alternate bid items are called for in the Contract Documents, the time required for completion of the alternate bid items has already been factored into the Contract duration and no additional Contract time will be awarded for any of the alternate bid items. The City may elect to include one or more of the alternate bid items, or to otherwise remove certain work from the Project scope of work. Accordingly, each bidder must ensure that each bid item contains a proportionate share of profit, overhead, and other costs or expenses which will be incurred by the bidder.

UALIFICATIONS

4.01 SUBCONTRACTORS
A. Bidder shall set forth the name, address of the place of business, and contractor license number of each subcontractor who will perform work, labor, furnish materials or render services to the bidder on said contract and each subcontractor licensed by the State of California who, under subcontract to bidder, specially fabricates and installs a portion of the Work described in the Drawings and Specifications in an amount in excess of one half of one percent (0.5%) of the total bid price, and shall indicate the portion of the work to be done by such subcontractor in accordance with Public Contract Code Section 4104. Substitution of subcontractors after the bid deadline, who are listed in the proposal form will only be allowed with the City's written consent and in accordance with California law.
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4.02 LICENSING REQUIREMENTS
A. Pursuant to Business and Professions Code Section 7028.15 and Public Contract Code Section 3300, all bidders must possess proper licenses for performance of this Contract. Subcontractors must possess the appropriate licenses for each specialty subcontracted. Pursuant to Business and Professions Code Section 7028.5, the City shall consider any bid submitted by a contractor not currently licensed in accordance with state law and pursuant to the requirements found in the Contract Documents to be nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and Bidders shall provide within ten (10) calendar days, evidence satisfactory to the City of all valid license(s) currently held by that Bidder and each of the Bidder's subcontractors, before awarding the Contract.

B. Prime contractor shall hold an active Class B – General Building Contractor license at bid and award. Subcontractors shall hold appropriate specialty licenses for their trades.

BID SUBMISSION/ENCLOSURES/REQUIREMENTS

5.01 COMPLETION OF BID FORMS
A. Bids will be submitted on the proposal forms included with the Contract Documents. Bids not submitted on the City's proposal forms will be rejected. All blanks on the proposal forms will be filled in legibly. Bidder's failure to submit a price for any alternate or unit price will result in the bid being considered as non-responsive. If alternates are called for and no change in the lump sum base bid is required, enter “no change.”
B. B idder will make no stipulations on the proposal forms nor qualify the bid in any manner. The bids will be based upon full completion of all the Work as shown on the plans and specifications. It is expressly understood that the plans are drawn with as much accuracy as is possible in advance, but should errors, omissions or discrepancies exist in the plans which show conditions that vary from those encountered in construction, the bidder (if awarded the contract) specifically agrees to construct a completed Work ready for the use and in the manner which is intended.

C. Bidder is aware of and, if awarded the contract, will comply with legal requirements in its performance of the Work and is required to pay City business license fee(s).

D. Bidder shall not damage or endanger and shall preserve and protect adjacent properties.

E. Bidder has familiarized itself with the staging and material storage constraints of the Project site and surrounding buildings and will confine its staging and storage operations to approved areas.

F. Bidder will coordinate its construction activities with the other contractors and utility companies performing work on the Project site, if any, including, but not limited to, any separate contractor retained by the City. Contractors shall assemble and submit, as part o f their bids, a preliminary construction schedule in Microsoft Projects or Excel integrating all activities required to successfully complete the project.

G. R efer to the Bid Form for specifics. Bid Forms must include all required supplements and attachments, as specified.

5.02 BID DELIVERY AND MODIFICATIONS OF BIDS
A. The proposal forms, bid security, and all other documents required to be submitted with the bid must be submitted via electronic transmission on the City of Goleta PlanetBids portal site. Bidders must be registered on the City of Goleta's PlanetBids portal in order to submit a bid. Go to PlanetBids for bid results and awards. It is the responsibility of the bidder to submit the bid with sufficient time to be received by PlanetBids prior to the bid opening date and time. Allow time for technical difficulties, uploading, and unexpected delays. Late or incomplete bids will not be accepted.
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B. Each Bidder shall submit its Bid in strict conformity with the requirements of the Contract Documents. Unauthorized additions, modifications, revisions, conditions, limitations, exclusions or provisions attached to a Bid may render it non-responsive and may cause its rejection. Bidders shall not delete, modify, or supplement the printed matter on the Bid Forms, or make substitutions thereon. Oral, telephonic and electronic modifications will not be considered.

C. Bids may not be modified, withdrawn, or canceled within one hundred twenty (120) calendar days after the bid deadline unless otherwise provided in any supplementary instructions to bidders. If a Bidder withdraws, cancels or modifies its bid within the time specified above, the bidder shall be prohibited from further bidding on the project and the bid bond shall be forfeited. The City, at its discretion, may award the bid to the next responsive and responsible bidder. In the event the next bidder refuses to enter into the contract, that bidder's bid bond shall then be forfeited.

5.03 BID GUARANTEE (BOND)
A. Each bid must be accompanied by bid security, in the amount of 10% of the Total Base Bid on the base Contract Work, excluding any Alternate Bid Items, as security for bidder's obligation to enter into a contract with the City on the terms stated in the proposal forms and to furnish all items required by the Contract Documents.

B. Al l bids must be accompanied by a scanned copy of the bid security uploaded to PlanetBids. The original security of the three (3) apparent lowest bidders must be mailed to the office of the City Clerk at 130 Cremona Drive, Suite B, Goleta, California 93117, in a sealed envelope and be received within three (3) city business days after bid due date and time; otherwise, the bid will be considered non-responsive. The sealed envelope should be plainly marked on the outside identifying the names as shown in the notice inviting sealed bids.

C. If the apparent lowest responsible bidder fails to sign the contract and furnish all items required by the bidding documents within the time limits specified in these bidding instructions, the City may reject such bidder and select the next apparent lowest responsible bidder until all bids have been exhausted or the City may reject all bids. In the event the bid is rejected, such bidder will be liable for and forfeit to the City the amount of the difference, not to exceed the amount of the bid security, between the amount of the disqualified bid and the larger amount for which the City procures the Work. The City may also use the bid security to cover the cost of rebidding the project.

D. If a bid bond is submitted and an attorney-in-fact executes the bid bond on behalf of the surety, a notarized and current copy of the power of attorney will be affixed to the bid bond. The surety issuing the bid bond must be admitted to provide surety within the State of California.

E. The City will retain the bid security until the occurrence of one of the following:

1. All items required by the bidding documents have been furnished and the contract has been signed by the successful bidder and the City.

2. The specified time has elapsed during which bids may be withdrawn.

3. All bids have been rejected.
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5.04 IRAN CONTRACTING ACT OF 2010
A. In accordance with Public Contract Code Section 2200 et seq., the City requires that any person that submits a bid or proposal or otherwise proposes to enter into or renew a contract with the City with respect to goods or services of one million dollars ($1,000,000) or more, certify at the time the bid is submitted or the contract is renewed, that the person is not identified on a list created pursuant to subdivision (b) of Public Contract Code Section 2203 as a person engaging in investment activities in Iran described in subdivision (a) of Public Contract Code Section 2202.5, or as a person described in subdivision (b) of Public Contract Code Section 2202.5, as applicable.

B. The form of such Iran Contracting Certificate is included with the bid package and must be signed and dated under penalty of perjury.

5.05 COMPLIANCE WITH ECONOMIC SANCTIONS IN RESPONSE TO RUSSIA'S ACTIONS IN

UKRAINE
A. Per Executive Order N-6-22, all contractors and grantees that have agreements valued at $5 million or more with agencies/departments subject to the California Governor's authority are directed to report to their contracting or grantor agency or department regarding their compliance with economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as sanctions imposed under state law, if any.

B. T he form of compliance is included with the bid package and must be signed and dated under penalty of perjury.

5.06 NONCOLLUSION DECLARATION
A. Bidders on all public works contracts are required to submit a declaration of non-collusion with their bid. This form is included with the bid package and must be signed and dated under penalty of perjury.

5.07 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION A. 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. If awarded a contract, the bidder and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project. To this end, Bidder shall sign and submit with its Bid the Public Works Contractor Registration Certification on the form provided, attesting to the facts contained therein. Failure to submit this form may render the bid non-responsive. In addition, each Bidder shall provide the registration number for each listed subcontractor in the space provided in the Designation of Subcontractors form.

5.08 F LEET COMPLIANCE CERTIFICATION
A. Bidders must certify compliance with the California Air Resources Board (CARB) Regulation set forth in Title 13, California Code of Regulations, Division 3, Chapter 9, effective January 1, 2024.

Under penalty of perjury, each bidder shall declare whether their fleet, and that of any subcontractors, is subject to the Regulation and provide a Certificate of Reported Compliance, qualifies for an exemption under section 2449.1(f)(2) with supporting documentation, is unable to procure R99 or R100 renewable diesel fuel under section 2449.1(f)(3) with records of attempts to procure, qualifies for an emergency exemption under section 2449(i)(4) with vehicle records maintained, or is otherwise not subject to the Regulation with a detailed explanation. 42 SECTION 00 21 13
INSTRUCTIONS TO BIDDERS DIVISION 00
100% CD - IFB 00 21 13-8

5.09 CERTIFICATE OF ASBESTOS AND LEAD-BASED PAINT (NEW WORK) A. Bidders must certify that no asbestos-containing material in excess of 1 percent as defined by applicable US Environmental Protection Agency regulations, and no lead-based paint has been furnished or installed at the referenced project.

B. 5.11 BIDDER INFORMATION AND EXPERIENCE FORM
Each Bidder shall complete the questionnaire provided herein and shall submit the questionnaire along with its Bid. Failure to provide all information requested within the questionnaire along with the Bid may cause the bid to be rejected as non-responsive. The City reserves the right to reject any Bid if an investigation of the information submitted does not satisfy the City that the Bidder is qualified to properly carry out the terms of the contract.

5.12 WORKERS' COMPENSATION CERTIFICATION
A. In accordance with the provisions of Labor Code Section 3700, Contractor shall secure the payment of compensation to its employees. Contractor shall sign and file with the City the following certificate prior to performing the work under this Contract:

I am aware of the provisions of Section 3700 of the Labor Code, which require every employer to be insured against liability for workers' compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.

B. T he form of such Workers' Compensation Certificate is included as part of this document.

5.13 SIGNING OF BIDS
A. All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders may be asked to provide evidence in the form of an authenticated resolution of their Board of Directors or a Power of Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any Contract arising therefrom.

B. If a Bidder is a joint venture or partnership, it may be asked to submit an authenticated Power of Attorney executed by each joint venturer or partner appointing and designating one of the joint venturers or partners as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venturer or partner shall execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venturer or partner to act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venturer or partner shall be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid and under any Contract arising therefrom.

The Bid shall be executed by the designated joint venturer or partner on behalf of the joint venture or partnership in its legal name.

5.14 SU BMISSION OF SEALED BIDS
A. Once the Bid and supporting documents have been completed and signed as set forth herein, they shall be submitted, along with the Bid Guarantee and other required materials via electronic transmission on the City of Goleta PlanetBids portal site, which can be accessed at the City website, and will be publicly opened and posted promptly thereafter. Bids received after the time and day set for the receipt of bids shall not be accepted.

5.15 OPENING OF BIDS
At the time and place set for the opening and reading of bids, or any time thereafter, each and every bid received prior to the time and day set for the receipt of bids will be At that time, the electronic bids will be opened within the PlanetBids system and made publicly available in PlanetBids immediately following opening. The City will not accept any Bid received after the specified date and time. It is the bidder's sole responsibility to ensure that its Bid is received as specified. Bids may be submitted earlier than the date(s) and time(s) indicated.

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A. The public bid result will include the following information:

1. The name and business location of the bidder.

2. The nature and amount of the bid security furnished by bidder.

3. The bid amount.

B. A responsive Bid is a Bid that conforms, in all material respects, to these Instructions to Bidders.

Non-responsive Bids will be rejected.

C. A responsible bidder means a bidder who has demonstrated the attributes of trustworthiness, quality, fitness, capacity, and experience to satisfactorily perform fully the requirements of the Contract.

D. In addition to other provisions of the Bidding Documents, upon the request of the City, a bidder whose Bid is under consideration for the award of the Contract shall promptly submit satisfactory evidence to City showing the bidder's financial resources, experience in the field, and organization and other factors evidencing bidder's ability to successfully execute and complete the Contract.

E. T he City reserves the right to reject any or all bids and to waive discrepancies, irregularities, informalities, or any other error in the bid or bidding, when to do so seems to best serve the public interest. The right of the City to waive errors applies even if the Bidding Documents state that a discrepancy, irregularity, informality, or other error make a bid nonresponsive, so long as the error does not constitute a material error. The City reserves the right, in its sole discretion, to: judge the bidder's representations as stated in the proposal forms and any post-Bid information to determine whether or not bidder is qualified to perform the Work; be the sole judge regarding the suitability of the products, services, or supplies offered; to not purchase all items or the full quantity of each item listed in the Bid Item List; reject any or all Bids; waive any deficiencies, irregularities, or informalities in any Bids or in the bidding process; modify, cancel, or withdraw the Notice Inviting Sealed Bids; issue a new Notice Inviting Sealed Bids; suspend or abandon the Project; seek the assistance of outside technical experts in Bid evaluation; require a bidder to provide a g uarantee (or guarantees) of the Contract by a third party; and not issue a Notice to Proceed after execution of the Contract.

In submitting a Bid in response to the Notice Inviting Sealed Bids, the bidder is specifically acknowledging the City holds these rights. The Notice Inviting Sealed Bids does not commit the City to enter into a Contract, to reject, in its sole discretion, all Bids, nor does it obligate the City pay for any costs incurred by bidders in preparation and submission of a Bid or in anticipation of a Contract. By submitting a Bid, the bidder disclaims any right to be paid for such costs.

F. T he City may reject any bid not accompanied by the required bid security or any other item required by the bidding documents, or a bid which is in any other way materially incomplete, irregular or not responsive to the bid request in the sole determination of the City

5.16 SUBMISSION OF COST BREAKDOWN BY APPARENT LOW BIDDERS A. Within three (3) business days after bid opening, the three (3) apparent lowest bidders shall submit to the City the completed Cost Breakdown Form (Section 00 43 27).

B. The form shall be itemized by CSI Division (or as otherwise directed in the Bid Documents) and shall reconcile to the total lump sum bid.

C. Failure to submit the required Cost Breakdown Form within the time specified may render the bid nonresponsive and eliminate the bidder from further consideration.

5.17 WITHDRAWAL OF BID
A. Any bid may be withdrawn either personally or by written request, incurring no penalty, at any time prior to the scheduled closing time for receipt of bids. Requests to withdraw bids shall be worded so as not to reveal the amount of the original bid. Withdrawn bids may be resubmitted until the time and day set for the receipt of bids, provided that resubmitted bids are in conformance with the instructions herein.

B. B ids may not be modified, withdrawn, or canceled within one hundred twenty (120) days after the 44 SECTION 00 21 13
INSTRUCTIONS TO BIDDERS DIVISION 00
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bid deadline unless otherwise provided in any supplementary instructions to bidders. If a bidder withdraws, cancels or modifies its bid within the time specified above, the bidder shall be prohibited from further bidding on the project and the bid bond shall be forfeited. The City, at its discretion, may award the bid to the next responsive and responsible bidder. In the event the next bidder refuses to enter into the contract, that bidder's bid bond shall then be forfeited.

C. Bids may be withdrawn after bid opening only by providing written notice to City within five (5) working days of the bid opening and in compliance with Public Contract Code Section 5100 et seq., or as otherwise may be allowed with the consent of the City.

5.18 BIDDERS INTERESTED IN MORE THAN ONE BID
A. No Bidder shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are specifically called for. A person, firm or corporation that has submitted a sub-proposal to a Bidder, or that has quoted prices of materials to a Bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other bidders. No person, firm, corporation, or other entity may submit a sub-proposal to a Bidder, or quote prices of materials to a Bidder, when also submitting a prime Bid on the same Project.

5.19 S UBSTITUTION OF SECURITY
A. The Contract Documents call for monthly progress payments based upon the percentage of the Work completed. The City will retain a percentage of each progress payment as provided by the Contract Documents. At the request and expense of the successful Bidder, the City will substitute securities for the amount so retained in accordance with Public Contract Code Section 22300.

5.20 PREVAILING WAGES
A. The City has obtained from the Director of the Department of Industrial Relations the general prevailing rate of per diem wages in the locality in which this work is to be performed for each craft or type of worker needed to execute the Contract. These rates are available at the Engineering Division of the City or may be obtained online at http://www.dir.ca.gov . Bidders are advised that a copy of these rates must be posted by the successful Bidder at the job site(s).

5.21 DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS
A. In accordance with the provisions of the Labor Code, contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code Sections 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law.

A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid to a debarred subcontractor by the Contractor for the Project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.
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INSTRUCTIONS TO BIDDERS DIVISION 00
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5.22 INSURANCE REQUIREMENTS
A. Prior to commencing work, the successful bidder shall purchase and maintain insurance as set forth in the General Conditions.

5.23 PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
A. The successful bidder will be required to furnish a Labor and Material Payment Bond and a Faithful Performance Bond each in an amount equal to one hundred percent (100%) of the contract price.

Each bond shall be secured from a surety company that meets all State of California bonding requirements, as defined in California Code of Civil Procedure Section 995.120 and is admitted by the State of California. Each bond shall be accompanied, upon the request of City, with all documents required by California Code of Civil Procedure Section 995.660 to the extent required by law. All bonding and insurance requirements shall be completed and submitted to City within ten (10) working days from the date the City provides the successful bidder with the Notice of Intent to Award.

5.24 SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES A. Contractor and its subcontractors performing work under this Contract will be required to pay California sales tax and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with authority in the jurisdiction in which the Work will be located, unless otherwise expressly provided by the Contract Documents.

5.25 AL LOWANCES
A. Not Applicable.

5.26 FILING OF BID PROTESTS
A. Any registered Bidder may file a protest provided that each and all of the following are complied with:

1. The bid protest is in writing;

2. Protests based upon alleged defects or improprieties in the Bidding Documents are filed with the City prior to the Bid Deadline;

3. All other protests are filed and received by the City not more than five (5) calendar days following the date of City's Notice of Intent to Award the Contract; and

4. The written bid protest sets forth, in detail, all grounds for the bid protest, including without limitation all facts, supporting documentation, legal authorities and argument in support of the grounds for the bid protest. All factual contentions must be supported by competent, admissible and credible evidence.

B. Any matters not set forth in the written bid protest shall be deemed waived. Any bid protest not conforming to the foregoing shall be rejected by the City as invalid.

AWARD PROCESS

6.01 BASIS OF AWARD; BALANCED BID
A. The City shall award the Contract to the lowest responsible Bidder submitting a responsive Bid.

The lowest Bid will be determined on the basis of the Base Bid Price.

B. T he City may reject any Bid which, in its opinion when compared to other Bids received or to the City's internal estimates, does not accurately reflect the cost to perform the Work. The City may reject as non-responsive any Bid which unevenly weights or allocates costs, including but not limited to overhead and profit to one or more particular bid items. 46 SECTION 00 21 13
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6.02 AWARD PROCESS
A. The City may retain all bids for a period of one hundred twenty (120) days for examination and comparison, and to delete any portion of the Work from the contract.

B. The City may waive nonmaterial irregularities in a bid and will accept the lowest responsive bid from a responsible bidder as determined by the City.

C. The City will determine the low bidder on the basis of the total base bid price in words on the bidding sheet as described on the bidding sheet.

D. City Staff will identify the apparent lowest responsive and responsible bidder and notify such bidder within one hundred and twenty (120) calendar days (unless the number of days is modified in any Addendum issued to bidders) after the Bid Deadline. Within fifteen (15) days after receiving the City's written notice that bidder was identified as the apparent lowest responsible bidder, bidder will submit to the City all of the following items as required by the City:

1. One original of the payment bond.

2. One original of the performance bond.

3. Certificates of insurance and additional insured endorsements on forms provided by the city.

4. C opy of current City of Goleta business license certificate.

5. Names of all subcontractors, with their DIR registration number, license numbers, addresses, telephone number, facsimile number and trade on bidders' company stationery.

Evidence, as required by the city, of the reliability and responsibility of the proposed subcontractors such as statements of experience, statements of financial condition, and references.

E. A contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code or engage in the performance of any contract for public work, as defined in this chapter, unless currently registered and qualified to perform public work pursuant to Section 1725.5. It is not a violation of this section for an unregistered contractor to submit a bid that is authorized by Section 7029.1 of the Business and Professions Code or by Section 10164 or 20103.5 of the Public Contract Code, provided the contractor is registered to perform public work pursuant to Section 1725.5 at the time the contract is awarded. This Project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations.

F. If bidder submits all items required within fifteen (15) days after receiving the City's notification, and all such items comply with the requirements of the bidding documents, the City will submit the bid to the City Council for award of Contract. Following City Council Award of Contract, the City will sign the contract and return a signed copy of the contract to bidder.

6.03 EX ECUTION OF CONTRACT
A. As required herein the Bidder to whom an award is made shall execute the Contract in the amount determined by the Contract Documents. The City may require appropriate evidence that the persons executing the Contract are duly empowered to do so. The Contract and bond forms to be executed by the successful Bidder are included within these Specifications and shall not be detached.

END OF SECTION
47 DIVISION 00
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PART 1 GENERAL

1.01 EXISTING CONDITIONS
SECTION 00 31 00

AVAILABLE PROJECT INFORMATION
A. 2025 – RRM Design Group – Plan Set for HVAC Replacement B. 2025 – RRM Design Group – Structural Calculations Report C. 2026 - Photographs – RTUs 11 & 13
D. 2014 – Roof Replacement, Bldg. Permit File
E. 2014 – Roof Replacement, Action Roof Invoice and Proposal F. 2014 – Roof Replacement, IB Roofing Warranty Card
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED

END OF SECTION
48 DIVISION 00
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SECTION 00 41 00

BID FORM

TO: CITY OF GOLETA (OWNER)
130 CREMONA DRIVE, SUITE B
GOLETA, CALIFORNIA 93117

FOR: GOLETA CITY HALL HVAC REPLACEMENT PROJECT (CIP 9137b) DATE:
(Bidder to enter date)

SUBMITTED BY:
(Bidder to enter name)

Bidder's Full Name
Address
City, State, Zip
Bids will be received via electronic transmission on the City of Goleta PlanetBids portal site until the time specified in the Invitation to Bid.

The undersigned hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including all plans, specifications, and addenda, if any, for the Project.

We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services, and to discharge all duties and obligations necessary and required to perform and complete the Project, as described and in strict conformity with the Drawings, and these Specifications for the TOTAL BID PRICE indicated herein.

The undersigned acknowledges receipt, understanding, and full consideration of the following addenda to the Contract Documents:

1. Addendum # Dated .

2. Addendum # Dated .

3. Addendum # Dated .

4. Addendum # Dated .
49 DIVISION 00
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SECTION 00 41 00

BID FORM

The undersigned acknowledges inclusion of the following allowances in the Base Bid in accordance with Section 012100 - Allowances:

1. Allowance No. 1 – No Allowances Included in the Bid The Bidder understands that unused portions of allowances will be adjusted by Change Order in accordance with the Contract Documents.

The following Supplements are attached to this Bid Form and are considered an integral part of this Bid Form:

1. Document 004313 - Bid Bond

2. Document 004336 - Proposed Subcontractors Form

3. Document 004513 - Bidder's Qualifications

4. Document 004546 - Governmental Certifications
a. Iran Contracting Act Certification
b. Ukraine Form of Compliance
c. Public Works Contractor Registration Certification
d. Contractor's Certificate Regarding Workers' Compensation e. Fleet Compliance Certification
f. Certificate of Asbestos and Lead-Based Paint (New Work) g. Non-Collusion Declaration
50 DIVISION 00
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SECTION 00 41 00

BID FORM

TOTAL BASE BID PRICE:

TOTAL BASE BID PRICE FOR GOLETA CITY HALL HVAC
REPLACEMENT PROJECT (CIP 9137b)
$
Total Bid Price in Numbers
$
Total Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price shall prevail.
51 DIVISION 00
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SECTION 00 41 00

BID FORM

The undersigned agrees that this Bid Form constitutes a firm offer to the City which cannot be withdrawn for the number of calendar days indicated in the Notice Inviting Bids from and after the Bid opening, or until a Contract for the Work is fully executed by the City and a third party, whichever is earlier.

The successful bidder hereby agrees to sign the contract and furnish the necessary bonds and certificates of insurance within ten (10) working days after the City provides the successful bidder with the Notice of Award.

Upon receipt of the signed contract and other required documents, the contract will be executed by the City, after which the City will prepare a letter giving Contractor Notice to Proceed. The official starting date shall be the date of the Notice to Proceed, unless otherwise specified. The undersigned agrees to begin the Work within ten (10) working days of the date of the Notice to Proceed, unless otherwise specified.

The undersigned has examined the location of the proposed work and is familiar with the Drawings and Specifications and the local conditions at the place where work is to be done.

If aw arded the contract, the undersigned agrees that there shall be paid by the undersigned and by all subcontractors to all laborers, workers and mechanics employed in the execution of such contract no less than the prevailing wage rate within Santa Barbara County for each craft, classification, or type of worker needed to complete the Work contemplated by this contract as established by the Director of the Department of Industrial Relations. A copy of the prevailing rate of per diem wages are on file at the City's Engineering Division and shall be made available to interested parties upon request.

which is not less than ten percent (10%) of this bid, payable to City of Goleta as bid security and which is given as a guarantee that the undersigned will enter into a contract and provide the necessary bonds and certificates of insurance if awarded the Work.

The bidder furthermore agrees that in case of bidder's default in executing said contract and furnishing required bonds and certificates of insurance, the cash, bidder's bond, or cashier's or certified check accompanying this proposal and the money payable thereon shall become and shall remain the property of the City of Goleta.

Bidder is an individual , or corporation , or partnership , organized under the

CONTINUED ON NEXT PAGE
the Bank in the amount of ,
Enclosed find cash, bidder's bond, or cashier's or certified check No. from laws of the State of .
52 DIVISION 00
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SECTION 00 41 00

BID FORM

Bidder confirms license(s) required by California State Contractor's License Law for the performance of the subject project are in full effect and proper order. The following are the Bidder's applicable license number(s), with their expiration date(s) and class of license(s):

If the Bidder is a joint venture, each member of the joint venture must include the required licensing information.

Sureties that will furnish the Faithful Performance Bond and the Labor and Material Payment Bond, in the form specified herein (Section 006113), in an amount equal to one hundred percent (100%) of the contract price within ten (10) working days from the date the City provides the successful bidder the Notice of Award. Sureties must meet all of the State of California bonding requirements, as defined in California Code of Civil Procedure Section 995.120 and must be authorized by the State of California.

The insurance company or companies to provide the insurance required in the contract documents must have a Financial Strength Rating of not less than “A-” and a Financial Size Category of not less than “Class VII” according to the latest Best Key Rating Guide. At the sole discretion of the City, the City may waive the Financial Strength Rating and the Financial Size Category classifications for Workers' Compensation insurance.

CONTINUED ON NEXT PAGE
53 DIVISION 00
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SECTION 00 41 00

BID FORM

I hereby certify under penalty of perjury under the laws of the State of California that all of the information submitted in connection with this Bid and all of the representations made herein are true and correct.

(Corporate Seal) (Bidders Name)

(Name and Title)

(Signature)

Names of individual members of firm or names and titles of all officers of corporation and their addresses are listed below:

Name: Title:

Complete Address:

Phone: Fax:

Name: Title:

Complete Address:

Phone: Fax:

Name: Title:

Complete Address:

Phone: Fax:

Name: Title:

Complete Address:

Phone: Fax:

END OF SECTION
54 SECTION 00 43 13
BID BOND DIVISION 00

[Note: Not required when other form of Bidder's Security, e.g. cash, certified check or cashier's check, accompanies bid.]

, as Surety and are held and firmly bound unto the
City of Goleta, hereinafter called the City, in the penal sum of TEN PERCENT (10%) OF THE TOTAL BID PRICE of the Principal submitted to City for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated , 20 for the GOLETA CITY HALL HVAC REPLACEMENT PROJECT, NO. 9137b.

If the Principal does not withdraw its Bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to the City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.

Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents shall in affect its obligation under this bond, and Surety does hereby waive notice of any such changes.

In the event a lawsuit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and expenses.

By their signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California.

(Corporate Seal)

Contractor/ Principal

By
Title

Attorney-in-Fact
(Attach Attorney-in-Fact Certificate) Title
100% CD - IFB 00 43 13-1
The makers of this bond are, , as
Principal, and
IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this day of , 20 , the name and corporate seal of each corporation. (Corporate Seal) Surety
55 SECTION 00 43 13
BID BOND DIVISION 00
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Notary Acknowledgment

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA

COUNTY OF

On , 20 , before me, , Notary Public, personally
Date Name And Title Of Officer (e.g. “Jane Doe, Notary Public”) appeared , who proved to me on the basis of satisfactory Name(s) of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT □ Individual
□ Corporate Officer
Title(s)
□ Partner(s) □ Limited
□ General
□ Attorney-In-Fact
□ Trustee(s)
□ Guardian/Conservator
□ Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Title or Type of Document
Number of Pages
Date of Document

Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for Contractor/Principal. 56 SECTION 00 43 13
BID BOND DIVISION 00
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Notary Acknowledgment

STATE OF CALIFORNIA

COUNTY OF

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Title or Type of Document
Number of Pages
Date of Document
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power- of-Attorney to local representatives of the bonding company must also be attached.

END OF BID BOND
57 SECTION 00 43 25

SUBSTITUTION REQUEST

FORM - DURING

PROCUREMENT
DIVISION 00
100% CD - IFB 00 43 25-1

SUBSTITUTION REQUEST FORM - DURING PROCUREMENT

(Prior to Bid Opening – Minimum of (15) Calendar Days Prior to Receipt of Bids)

To: City Project Manager, City of Goleta
Project: Goleta City Hall HVAC Replacement Project (CIP 9137b)

Proposed Substitution:

Manufacturer:

Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified.

Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation.

The Undersigned certifies:
• Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.
• Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available.
• Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule.
• Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution.

Contractor: Substitution Request Number:

Specification Title: Description:

Section: Page: Article/Paragraph:

Address: Phone:

Trade Name: Model No.:

58 SECTION 00 43 25

SUBSTITUTION REQUEST

FORM - DURING

PROCUREMENT
DIVISION 00
100% CD - IFB 00 43 25-2

SUBMITTED BY:

The undersigned Contractor certifies that the function, appearance, and quality of the proposed substitution are equivalent or superior to those of the specified item.

Contractor Name Title

Signature Date

Address City/State/Zip

Telephone Email

A/E's REVIEW AND ACTION:

□ Substitution approved - Make submittals in accordance with Specification Section 01 60 00 Materials, Equipment, and Product Requirements. □ Substitution approved as noted - Make submittals in accordance with Specification Section 01 60 00 Materials, Equipment, and Product Requirements.
□ Substitution rejected - Use specified materials.
□ Substitution Request received too late - Use specified materials.

By:

A/E Representative Date

Supporting Data Attached:
☐ Drawings ☐ Product Data ☐ Samples ☐ Tests ☐ Reports ☐

END OF SECTION
59 100% CD - IFB 00 43 27-1

SECTION 00 43 27
SUMMARY OF COST AND BID BREAKDOWN DIVISION 00

GOLETA CITY HALL HVAC REPLACEMENT PROJECT
BID NO. 2026-006

Division # Division Description (as applicable) Division Total 01 General Conditions/Requirements
02 Existing Conditions
03 Concrete
04 Masonry
05 Metals
06 Wood, Plastics & Composites
07 Thermal & Moisture Protection
08 Openings
09 Finishes
10 Specialties
11 Equipment (Not Used)
12 Furnishings
13 Special Construction (Not Used)
14 Conveying System (Not Used)
21 Fire Suppression
22 Plumbing
23 Heating, Ventilating, & Air Conditioning (HVAC)
25 Integrated Automation (Not Used)
26 Electrical
27 Communications
28 Electronic Safety and Security
31 Earthwork
32 Exterior Improvements
33 Utilities
Other
Divisions Total
Overhead and Profit
Insurance
Cost of Payment, Labor/Material, and Performance Bonds

TOTAL BID AMOUNT (This amount must match the
amount entered on the Bid Form)

60 100% CD - IFB 00 43 27-2

SECTION 00 43 27

SUMMARY OF COST AND

BID BREAKDOWN

DIVISION 00
This is a preliminary breakdown required to be submitted within three (3) business days after bid opening by the three (3) apparent lowest bidders under Section 00 21 13 Instruction to Bidders, Part 5.15 (Submission of Cost Breakdown by Apparent Low Bidders). This form does not replace or take precedence over the Schedule of Values set and agreed to after award of the Contract.

Firm Name (as indicated on the Bid Form):

By:
(Signature of Bidder's Authorized Officer
or Representative)

(Typed or Printed Name)
Title:

Date:

END OF SECTION
61 SECTION 00 43 36

PROPOSED

SUBCONTRACTORS FORM
DIVISION 00
100% CD - IFB 00 43 36-1

1.01 DESIGNATION OF SUBCONTRACTORS
A. In compliance with the Subletting and Subcontracting Fair Practices Act Chapter 4 (commencing at Section 4100), Part 1, Division 2 of the Public Contract Code of the State of California and any amendments thereof, Bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license number, (c) the DIR public works contractor registration number unless exempt pursuant to Labor Code Sections 1725.5 and 1771.1, and (d) the portion of the work which will be done by each subcontractor who will perform work or labor or render service to the Bidder in or about the construction of the work or improvement to be performed under this Contract in an amount in excess of one-half of one percent (0.5%) of the Bidder's Total Bid Price.

B. If a Bidder fails to specify a subcontractor or if a contractor specifies more than one subcontractor for the same portion of work, then the Bidder shall be deemed to have agreed that it is fully qualified to perform that portion of work and that it shall perform that portion itself.

NOTE 1: BIDDERS HAVE 24 HOURS AFTER THE BID DEADLINE TO SUBMIT DIR REGISTRATION NUMBERS.

NOTE 2: ATTACH ADDITIONAL SHEETS IF NECESSARY.

HEREWITH IS THE LIST OF SUBCONTRACTORS REFERENCED IN THE BID SUBMITTED BY:
(BIDDER)
(SIGNATURE)
(NAME AND TITLE)
TO (OWNER): CITY OF GOLETA
Dated and which is an integral part of the Bid Form.

CONTINUED ON NEXT PAGE
62 SECTION 00 43 36

PROPOSED

SUBCONTRACTORS FORM
DIVISION 00
100% CD - IFB 00 43 36-2

WORK TO BE

DONE BY

SUBCONTRACTOR

NAME OF

SUBCONTRACTOR

LOCATION
OF

BUSINESS
(CITY,
STATE)

CSLB

CONTRACTOR
LICENSE NO.

DIR

REGISTRATION

NUMBER (NOTE
1)

% OF
WORK

END OF SECTION
63 SECTION 00 45 13
BIDDER'S QUALIFICATIONS DIVISION 00
100% CD - IFB 00 45 13-1

PART 1 - BIDDER INFORMATION AND EXPERIENCE

1.01 INFORMATION ABOUT BIDDER
(Indicate ("N/A") where appropriate.)
Note: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.

Name of Bidder:

A. Type, if Entity:

B. Bidder Address:

C. Facsimile (Fax) Number:

D. Telephone Number:

E. Email Address:

F. How many years have Bidder's organization been in business as a Contractor?

G. How many years has Bidder's organization been in business under its present name?

1. Under what other or former names has Bidder's organization operated?
H. If Bidder's organization is a corporation, answer the following:

1. Date of Incorporation:

2. State of Incorporation:

3. President's Name:

4. Vice-President's Name(s):

5. Secretary's Name:

6. Treasurer's Name:

I. If an individual or a partnership, answer the following:

1. Date of Organization:

2. Name and address of all partners (state whether general or limited partnership):

J. If other than a corporation or partnership, describe organization and name principals:

K. List other states in which Bidder's organization is legally qualified to do business.

L. What type of work does the Bidder normally perform with its own forces?

64 SECTION 00 45 13
BIDDER'S QUALIFICATIONS DIVISION 00
100% CD - IFB 00 45 13-2

M. Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:

N. Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:

O. List Trade References:

P. List Bank References (Bank and Branch Address):

Q. Name of Bonding Company and Name and Address of Agent:

R. Organizational Roles and Responsibilities : Provide a detailed description of the key personnel proposed for this project. Including their roles, responsibilities, and percentage of time allocated.

S. Superintendent Availability : Confirmation of the designated Superintendent assigned to this project and verification that they will be available for the full duration of construction.

T. Supporting Documentation of Capacity : Documentation demonstrating the firm’s ability to staff, manage, and deliver a project of this scale, including information on internal resources, field supervision structure, and administrative support.

U. Examples of Project Submittals: Provide at least two examples of project submittals prepared and processed on past projects of similar scope (e.g., MEP submittals, product data, shop drawings, or material approvals). Examples may be redacted as appropriate.

65 SECTION 00 45 13
BIDDER'S QUALIFICATIONS DIVISION 00
100% CD - IFB 00 45 13-3

V. Examples of Processed Applications for Payment and Schedule of Values: Samples of previously processed payment applications and corresponding schedules of values from comparable public construction projects, demonstrating familiarity with typical public -works payment protocols, cost loading, and documentation requirements. Examples may be redacted as appropriate.

ADDITIONAL SHEETS MAY BE USED AND ATTACHED

[REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
66 SECTION 00 45 13
BIDDER'S QUALIFICATIONS DIVISION 00
100% CD - IFB 00 45 13-4

1.01 LIST OF CURRENT PROJECTS (BACKLOG)
Duplicate Page if needed for listing additional current projects.

Project Description of
Bidder's Work
Estimated
Completion Date
Cost of Bidder's
Work

67 SECTION 00 45 13
BIDDER'S QUALIFICATIONS DIVISION 00
100% CD - IFB 00 45 13-5

1.02 LIST OF COMPLETED PROJECTS – LAST THREE YEARS
Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.

Duplicate Page if needed for listing additional current projects.

Project Description of
Bidder's Work
Completion Date Cost of Bidder's
Work

END OF SECTION
68 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-1

MUST BE SUBMITTED WITH BID

1.01 IRAN CONTRACTING CERTIFICATION

1.02 UKRAINE COMPLIANCE FORM

1.03 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION

1.04 CONTRACTOR'S CERTIFICATION REGARDING WORKERS' COMPENSATION

1.05 FLEET COMPLIANCE CERTIFICATION

1.06 CERTIFICATE OF ASBESTOS AND LEAD-BASED PAINT (NEW WORK)

1.07 NON-COLLUSION DECLARATION

CONTINUED ON NEXT PAGE
69 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-2

1.01 IRAN CONTRACTING CERTIFICATION

(Public Contract Code section 2200 et seq.)

As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:

The Contractor is not:
(1) identified on the current list of persons and entities engaged in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or (2) a financial institution that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran.

The City has exempted the Contractor from the requirements of the Iran Contracting Act of 2010 after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract.

The amount of the Contract payable to the Contractor for the Project does not exceed $1,000,000.

Signature:

Printed Name:

Title:

Firm Name:

Date:

Note: In accordance with Public Contract Code Section 2205, false certification of this form shall be reported to the California Attorney General and may result in civil penalties equal to the greater of $250,000 or twice the Contract amount, termination of the Contract and/or ineligibility to bid on contracts for three years. 70 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-3

1.02 UKRAINE COMPLIANCE FORM

COMPLIANCE WITH ECONOMIC SANCTIONS

IN RESPONSE TO RUSSIA'S ACTIONS IN UKRAINE
SAPC Information Notice 22-15

Per Executive Order N-6-22, all contractors and grantees that have agreements valued at $5 million or more with agencies/departments subject to the California Governor's authority are directed to report to their contracting or grantor agency or department regarding their compliance with economic sanctions imposed by the U.S. government in response to Russia's actions in Ukraine, as well as sanctions imposed under state law, if any.

Instructions: Complete Section 1, provide a letter for Section 2 and return both to your CPA.

1) ATTESTATION OF COMPLIANCE:

Having conducted a good faith review, I attest that
(agency name) is in compliance with the economic sanctions imposed by the U.S. under state law, if any.

Contractor/Provider Name (Printed): Contract Number(s):

By (Authorized Signature):

Printed name and title of authorized signer:

Date of Signed Attestation of Compliance:

2) REPORT OF ACTIONS/STEPS TAKEN:

Attach a brief report to this notice form, on your agency letterhead describing the steps and actions, if any, you have taken in response to Russia's actions in Ukraine and to ensure compliance with the EO. Please note that responses may be subject to disclosure under the California Public Records Act. Accordingly, please do not include any confidential information or disclosures that could pose security risks. 71 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-4

1.03 PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION 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. See http://www.dir.ca.gov/Public- Works/PublicWorks.html for additional information.

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.

Bidder hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.1

Name of Bidder:

DIR Registration Number:

DIR Registration Expiration:

Small Project Exemption: Yes or _ No

Unless Bidder is exempt pursuant to the small project exemption, Bidder further acknowledges:

1. Bidder shall maintain a current DIR registration for the duration of the project.

2. Bidder shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Bidder:

Signature:

Name and Title:

Dated:

1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1, please mark “Yes” in response to “Small Project Exemption.
72 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-5

1.04 CONTRACTOR'S CERTIFICATION REGARDING WORKERS' COMPENSATION

I am aware of the provisions of section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this Contract.

Name of Bidder:

Signature:

Name:

Title:

Dated:
73 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-6

1.05 FLEET COMPLIANCE CERTIFICATION
Bidder hereby acknowledges that they have reviewed the California Air Resources Board's policies, rules and regulations and are familiar with the requirements of Title 13, California Code of Regulations, Division 3, Chapter 9, effective on January 1, 2024 (the “Regulation”). Bidder hereby certifies, subject to penalty for perjury, that the option checked below relating to the Bidder's fleet, and/or that of their subcontractor(s) (“Fleet”) is true and correct:
The Fleet is subject to the requirements of the Regulation, and the appropriate Certificate(s) of Reported Compliance have been attached hereto. The Fleet is exempt from the Regulation under section 2449.1(f)(2), and a signed description of the subject vehicles, and reasoning for exemption has been attached hereto. Bidder and/or their subcontractor is unable to procure R99 or R100 renewable diesel fuel as defined in the Regulation pursuant to section 2449.1(f)(3). Bidder shall keep detailed records describing the normal refueling methods, their attempts to procure renewable diesel fuel and proof that shows they were not able to procure renewable diesel (i.e. third- party correspondence or vendor bids).
The Fleet is exempt from the requirements of the Regulation pursuant to section 2449(i)(4) because this Project has been deemed an Emergency, as defined under section 2449(c)(18). Bidder shall only operate the exempted vehicles in the emergency situation and records of the exempted vehicles must be maintained, pursuant to section 2449(i)(4). The Fleet does not fall under the Regulation or are otherwise exempted, and a detailed reasoning is attached hereto.

Name of Bidder:

Signature:

Name:

Title:

Date:
74 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-7

1.06 CERTIFICATE OF ASBESTOS AND LEAD-BASED PAINT (NEW WORK) To: City Project Manager
Subject: Certification for New Construction and/or Facility Alterations City Facility Name: Goleta City Hall
City facility address: 130 Cremona Drive, Goleta, California Certification for new construction:

This Contractor/Owner hereby certifies that no asbestos-containing material in excess of 1 percent as defined by applicable US Environmental Protection Agency regulations, and no lead- based paint has been furnished or installed at the referenced project.

Contractor/Owner Name:

Signature:

Address:

Telephone:

Date executed:
75 SECTION 00 45 46

GOVERNMENTAL

CERTIFICATIONS
DIVISION 00
100% CD - IFB 00 45 46-8

1.07 NON-COLLUSION DECLARATION

The undersigned declares:

I am the of , the party
making the foregoing Bid.

The B id is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The Bid is genuine and not collusive or sham.

The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the Bid Price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid Price, or of that of any other Bidder. All statements contained in the Bid are true. The Bidder has not, directly or indirectly, submitted his or her Bid Price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or ent
ity for such purpose.

An
y person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the Bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on [date], at [city], [state].

Name of Bidder

Signature:

Name:

Title:

END OF SECTION
76 SECTION 00 52 13

AGREEMENT FORM - PUBLIC

WORKS CONTRACT
DIVISION 00
100% CD - IFB 00 52 13-1

PUBLIC WORKS CONTRACT

BETWEEN THE CITY OF GOLETA
AND

This Public Works Contract (herein referred to as “CONTRACT”) is made and entered into by and between the CITY OF GOLETA, a municipal corporation (herein referred to as "CITY"), and , a (hereinafter referred to as “CONTRACTOR”).

SECTION A. RECITALS

1. Pursuant to the Notice Inviting Sealed Bids for the Goleta City Hall HVAC Replacement Project (CIP 9137b), bids were received, publicly opened, and declared on the date specified in the notice.

2. On , Goleta's City Council declared CONTRACTOR to be the lowest responsible bidder and accepted the bid of CONTRACTOR and the City Council approved this CONTRACT and authorized the City Manager to execute the CONTRACT with CONTRACTOR for furnishing labor, equipment, and material for the Goleta City Hall HVAC Replacement Improvement Project (CIP 9137b) in the City of Goleta.

NOW, THEREFORE, in consideration of the foregoing and the mutual covenants herein contained, it is agreed:

SECTION B. TERMS

1. GENERAL SCOPE OF WORK: CITY agrees to engage CONTRACTOR and CONTRACTOR agrees to furnish all necessary labor, tools, materials, appliances, and equipment for and do the work for the Goleta City Hall HVAC Replacement Project (CIP 9137b) in the City of Goleta. The work shall be performed in accordance with the Plans and Specifications (and as generally described in the “Notice Inviting Sealed Bids,” attached as Exhibit A) and in accordance with bid prices set forth in CONTRACTOR'S Bid Proposal (attached as Exhibit B) and in accordance with the instructions of the City Engineer, or City's Manager's designee.

2. INCORPORATED DOCUMENTS TO BE CONSIDERED COMPLEMENTARY:

The contract documents for the aforesaid project, a complete set of which is on file with the Goleta City Clerk's Office, shall consist of the Notice Inviting Bids, Instructions to Bidders, Bid Proposal, Standard Specifications, Special Provisions, and all referenced specifications, details, standard drawings, and appendices; together with this CONTRACT and all required bonds, insurance certificates, 77 SECTION 00 52 13

AGREEMENT FORM - PUBLIC

WORKS CONTRACT
DIVISION 00
100% CD - IFB 00 52 13-2

permits, notices and affidavits; and also, including any and all addenda or supplemental agreements clarifying, amending, or extending the work contemplated as may be required to insure its completion in an acceptable manner.

All of the provisions of said contract documents are made a part hereof as though fully set forth herein. This contract is intended to require a complete and finished piece of work and anything necessary to complete the work properly and in accordance with the law and lawful governmental regulations shall be performed by CONTRACTOR whether set out specifically in the contract or not. Should it be ascertained that any inconsistency exists between the aforesaid documents and this written CONTRACT, the provisions of this CONTRACT, and the Standard Specifications, in that order, shall control. Collectively, these contract documents constitute the complete CONTRACT between CITY and CONTRACTOR and supersede any previous agreements or understandings.

3. COMPENSATION: CONTRACTOR agrees to receive and accept the prices set forth in its Bid Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

4. TIME OF PERFORMANCE: CONTRACTOR agrees to complete the work within the timeframe specified in the Contract Documents from the date of the notice to proceed. By signing this CONTRACT, CONTRACTOR represents to CITY that the contract time is reasonable for completion of the work and that CONTRACTOR will complete such work within the contract time. In accordance with Government Code Section 53069.85, CONTRACTOR agrees to forfeit and pay CITY as liquidated damages, not as a penalty, the sum of $1,800 per day for each and every day of unauthorized delay beyond the completion date, which amount shall be deducted from any payments due or to become due the CONTRACTOR.

5. PREVAILING WAGES:

A. Pursuant to Labor Code Sections §§1720 et seq., including but not limited to sections 1771, 1774 and 1775, and as specified in Title 8, California Code of Regulations, Section 16000 et seq., CONTRACTOR must pay its workers prevailing wages. It is CONTRACTOR's responsibility to interpret and 78 SECTION 00 52 13

AGREEMENT FORM - PUBLIC

WORKS CONTRACT
DIVISION 00
100% CD - IFB 00 52 13-3

implement any prevailing wage requirements and CONTRACTOR agrees to pay any penalty or civil damages resulting from a violation of the prevailing wage laws.

B. In accordance with Labor Code Section 1773.2, copies of the prevailing rate of per diem wages are available upon request from CITY's Engineering Division or the website for State of California Prevailing wage determination at http://www.dir.ca.gov/DLSR/PWD. CONTRACTOR must post a copy of the prevailing rate of per diem wages at the job site.

C. CITY directs CONTRACTOR's attention to Labor Code Sections 1777.5, 1777.6 and 3098 concerning the employment of apprentices by CONTRACTOR or any subcontractor.

D. Labor Code Section 1777.5 requires CONTRACTOR or subcontractor employing tradesmen in any apprenticeship occupation to apply to the joint apprenticeship committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate must also fix the ratio of apprentices to journeymen that will be used in the performance of the contract. The ratio of apprentices to journeymen in such cases will not be less than one to five except:

(1) When employment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days before the request for certificate, or

(2) When the number of apprentices in training in the area exceeds a ratio of one to five, or

(3) When the trade can show that it is replacing at least 1/30 of its membership through apprenticeship training on an annual basis state-wide or locally, or

(4
) When assignment of an apprentice to any work performed under a public works contract would create a condition that would jeopardize his or her life or the life, safety, or property of fellow employees or the public at large, or the specific task to which the apprentice is to be assigned is of a nature that training cannot be provided by a journeyman.

Pursuant to Labor Code § 1776, CONTRACTOR shall comply with all Department of Industrial Relations registration requirements.

E. CONTRACTOR is required to make contributions to funds established for the administration of apprenticeship programs if CONTRACTOR employs 79 SECTION 00 52 13

AGREEMENT FORM - PUBLIC

WORKS CONTRACT
DIVISION 00
100% CD - IFB 00 52 13-4

registered apprentices or journeymen in any apprenticeable trade on such contracts and if other contractors on the public works site are making such contributions.

F. CONTRACTOR and any subcontractor must comply with Labor Code Sections 1777.5 and 1777.6 in the employment of apprentices.

G. Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations (DIR), ex-officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

H. CONTRACTOR and its subcontractors must keep an accurate certified payroll records showing the name, occupation, and the actual per diem wages paid to each worker employed in connection with this CONTRACT.

The record will be kept open at all reasonable hours to the inspection of the body awarding the contract and to the Division of Labor Law Enforcement.

If requested by CITY, CONTRACTOR must provide copies of the records at its cost.

6. LEGAL HOURS OF WORK: CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. Except as provided by Labor Code Section 1815, the CONTRACTOR shall, as a penalty to the CITY, forfeit twenty five dollars ($25) for each worker employed in the execution of the Contract by the CONTRACTOR or by any Subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 (commencing at Section 1810) of the California Labor Code.

7. TRAVEL AND SUBSISTENCE PAY: CONTRACTOR agrees to pay travel and subsistence pay to each worker needed to execute the work required by this CONTRACT as such travel and subsistence payments are defined in the applicable collective bargaining agreements filed in accordance with Labor Code Section 1773.8.

8. CONTRACTOR'S LIABILITY: The CITY and its officers, agents and employees (“Indemnitees”) shall not be answerable or accountable in any manner for any loss or damage that may happen to the work or any part thereof, or for any of the materials or other things used or employed in performing the work; or for injury or damage to any person or persons, either workers or employees of CONTRACTOR, of its subcontractors or the public, or for damage to adjoining or other property from any cause whatsoever arising out of or in connection with the 80 SECTION 00 52 13

AGREEMENT FORM - PUBLIC

WORKS CONTRACT
DIVISION 00
100% CD - IFB 00 52 13-5

performance of the work. CONTRACTOR shall be responsible for any damage or injury to any person or property resulting from defects or obstructions or from any cause whatsoever.

CONTRACTOR will indemnify Indemnities against and will hold and save Indemnitees harmless from any and all actions, claims, damages to persons or property, penalties, obligations or liabilities that may be asserted or claimed by any person, firm, entity, corporation, political subdivision, or other organization arising out of or in connection with the work, operation, or activities of CONTRACTOR, its agents, employees, subcontractors or invitees provided for herein, whether or not there is concurrent passive negligence on the part of CITY. In connection therewith:
a. CONTRACTOR will defend any action or actions filed in connection with any such claims, damages, penalties, obligations or liabilities and will pay all costs and expenses, including attorneys' fees, expert fees and costs incurred in connection therewith.
b. CONTRACTOR will promptly pay any judgment rendered against CONTRACTOR or Indemnitees covering such claims, damages, penalties, obligations and liabilities arising out of or in connection with such work, operations or activities of CONTRACTOR hereunder, and CONTRACTOR agrees to save and hold the Indemnitees harmless therefrom.
c. In t he event Indemnitees are made a party to any action or proceeding filed or prosecuted against CONTRACTOR for damages or other claims arising out of or in connection with the work, operation or activities hereunder, CONTRACTOR agrees to pay to Indemnitees and any all costs and expenses incurred by Indemnitees in such action or proceeding together with reasonable attorneys' fees.

CONTRACTOR'S obligations under this section apply regardless of whether or not such claim, charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment, civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee. However, without affecting the rights of CITY under any provision of this CONTRACT, Contractor shall not be required to indemnify and hold harmless CITY for liability attributable to the active negligence of CITY, provided such active negligence is determined by agreement between the parties or by the findings of a court of competent jurisdiction. In instances where CITY is shown to have been actively negligent and where CITY active negligence accounts for only a percentage of the liability involved, the obligation of Contractor 81 SECTION 00 52 13

AGREEMENT FORM - PUBLIC

WORKS CONTRACT
DIVISION 00
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will be for that entire portion or percentage of liability not attributable to the active negligence of City.

So much of the money due to CONTRACTOR under and by virtue of the contract as shall be considered necessary by CITY may be retained by CITY until disposition has been made of such actions or claims for damages as aforesaid.

It is expressly understood and agreed that the foregoing provisions are intended to be as broad and inclusive as is permitted by the law of the State of California. This indemnity provision shall survive the termination of the CONTRACT and is in addition to any other rights or remedies which Indemnitees may have under the law.

This indemnity is effective without reference to the existence or applicability of any insurance coverage which may have been required under this CONTRACT or any additional insured endorsements which may extend to Indemnitees.

CONTRACTOR, on behalf of itself and all parties claiming under or through it, hereby waives all rights of subrogation and contribution against the Indemnitees, while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed by or on behalf of the CONTRACTOR regardless of any prior, concurrent, or subsequent passive negligence by the Indemnitees.

9. T
HIRD-PARTY CLAIMS: In accordance with Public Contracts Code Section 9201, CITY will promptly inform CONTRACTOR regarding third-party claims against CONTRACTOR, but in no event later than ten (10) business days after CITY receives such claims. Such notification will be in writing and forwarded in accordance with the “Notice” section of this CONTRACT. As more specifically detailed in the contract documents, CONTRACTOR agrees to indemnify and defend the City against any third-party claim.

10. WORKERS COMPENSATION: In accordance with California Labor Code Sections 1860 and 3700, CONTRACTOR and each of its subcontractors will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, CONTRACTOR, by signing this contract, certifies as follows: “I am aware of the provisions of Section 3700 of the 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 I will comply with such provisions before commencing the performance of the work of this contract.”
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11. INSURANCE: With respect to performance of work under this CONTRACT, CONTRACTOR shall maintain and shall require all of its subcontractors to maintain insurance as required in the Standard Specifications.

12. ASSIGNMENT: This CONTRACT is not assignable nor the performance of either party's duties delegable without the prior written consent of the other party. Any attempted or purported assignment or delegation of any of the rights of obligations of either party without the prior written consent of the other shall be void and of no force and effect.

13. INDEPENDENT CONTRACTOR: CONTRACTOR is and shall at all times remain as to the CITY, a wholly independent contractor. Neither the CITY nor any of its agents shall have control of the conduct of CONTRACTOR or any of CONTRACTOR'S employees, except as herein set forth. CONTRACTOR shall not at any time or in any manner represent that it or any of its agents or employees are in any manner agents or employees of CITY.

14. TAXES: CONTRACTOR is responsible for paying all retail sales and use, transportation, export, import, special or other taxes and duties applicable to, and assessable against any work, materials, equipment, services, processes and operations incidental to or involved in this contract. CONTRACTOR is responsible for ascertaining and arranging to pay them. The prices established in the contract shall include compensation for any taxes CONTRACTOR is required to pay by laws and regulations in effect at the bid opening date.

15. LICENSES: CONTRACTOR represents and warrants to CITY that it has all licenses, permits, qualifications, insurance, and approvals of whatsoever nature which are legally required of CONTRACTOR to practice its profession.

CONTRACTOR represents and warrants to CITY that CONTRACTOR shall, at its sole cost and expense, keep in effect or obtain at all times during the term of this CONTRACT any licenses, permits, insurance, and approvals which are legally required of CONTRACTOR to practice its profession. CONTRACTOR shall maintain a City of Goleta business license, if required under CITY ordinance.

16. RECORDS: CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to this CONTRACT and such other records as may be deemed necessary by CITY or any authorized representative, and will be retained for three years after the expiration of this CONTRACT. All such records shall be made available for inspection or audit by CITY at any time during regular business hours. 83 SECTION 00 52 13

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17. SEVERABILITY: If any portion of these contract documents are declared by a court of competent jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the extent necessary in the opinion of the court to render such portion enforceable and, as so modified, such portion and the balance of this CONTRACT will continue in full force and effect provided that it does not frustrate the mutual intent of the parties herein.

18. WHOLE AGREEMENT: This CONTRACT supersedes any and all other agreements either oral or written, between the parties and contains all of the covenants and agreements between the parties pertaining to the work of improvements described herein. Each party to this contract acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that any other agreement, statements or promise not contained in this contract shall not be valid or binding. Any modifications of this contract will be effective only if signed by the party to be charged.

19. AUTHORITY: CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in execution of this CONTRACT represent all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest herein.

Each party warrants that the individuals who have signed this CONTRACT have the legal power, right, and authority to make this CONTRACT and to bind each respective party. This CONTRACT may be modified by written amendment. CITY's City Manager may execute any such amendment on CITY's behalf.

20. NOTICES: All notices permitted or required under this CONTRACT shall be in writing, and shall be deemed made when delivered to the applicable party's representative as provided in this CONTRACT. Additionally, such notices may be given to the respective parties at the following addresses, or at such other addresses as the parties may provide in writing for this purpose.

Such notices shall be deemed made when personally delivered or when mailed forty-eight (48) hours after deposit in the U.S. mail, first-class postage prepaid, and addressed to the party at its applicable address. Courtesy copies of notices may be sent via electronic mail, provided that the original notice is deposited in the U.S. mail or personally delivered as specified in this Section.

CITY OF GOLETA
130 Cremona Drive, Suite B
Goleta, CA 93117
Attn: City Manager
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CONTRACTOR

_________________________________________

21. DISPUTES: Disputes arising from this contract will be determined in accordance with the contract documents.

22. NONDISCRIMINATION: The CITY reaffirms its ongoing commitment to equality in the conduct of City business, and prohibits any policy, plan, program, custom or practice, including harassment, in the conduct of City business. No discrimination or discriminatory practice shall occur in either employment of persons for, or completion of, the work contemplated by this CONTRACT, when such discrimination is based on race, color, national origin, or ancestry; religion; sex; gender, gender identity, gender expression, or gender transitioning status; physical disability, mental disability, medical condition, or genetic information; marital or domestic partner status; citizenship status; age; sexual orientation; exercising a legally protected right to an employment leave of absence; status as a victim of domestic violence, sexual assault, or stalking; reproductive health decision- making, or any other classification protected under state or federal law. Among other possible violations of law, a violation of this section exposes CONTRACTOR to the penalties provided for in Labor Code Section 1735.

23. PAPER PRODUCTS AND PRINTING REQUIREMENTS: To the extent this contract provides paper products, and printing and writing paper for the City, CONTRACTOR must meet quality standards and criteria specified in SB 1383, Sections 22150-22154 of the Public Contract Code and 16 Code of Federal Regulations (CFR) Section 260.12 by:
a. If fitness and quality are equal, provide recycled products, instead of nonrecycled products whenever recycled products are available at the same or a lesser total cost than nonrecycled items.
b. Provide paper products and printing and writing paper that meet Federal Trade Commission recyclability standard as defined in 16 CFR Section 260.12.
c. Certify in writing, under penalty of perjury, the minimum percentage of postconsumer material in the paper products and printing and writing paper offered or sold to the City. This certification requirement may be waived if the percentage of postconsumer material in the paper products, printing and writing paper, or both can be verified by a product label, 85 SECTION 00 52 13

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catalog, invoice, or a manufacturer or vendor internet website. d. Certify in writing, on invoices or receipts provided, that the paper products and printing and writing paper offered or sold to the City is eligible to be labeled with an unqualified recyclable label as defined in 16 CFR Section 260.12.
e. Comply with any other requirements in Goleta Municipal Code Section

8.10.900(B).

24. ORGANIC WASTE USE REQUIREMENTS: To the extent this contract provides landscaping maintenance, renovation, and construction services, CONTRACTOR must:
a. Use compost and SB 1383 eligible mulch, as practicable, produced from recovered organic waste, for all landscaping renovations, construction, or maintenance performed for the City, whenever available, and capable of meeting quality standards and criteria specified. SB 1383 eligible mulch used for land application must comply with 14 CCR Section 18993.1 - 18993.4, and must meet or exceed the physical contamination, maximum metal concentration and pathogen density standards specified in 14 CCR Sections 17852(a)(24.5)(A)(1) through (3).
b. Keep and provide records of procurement of recovered organic waste products (either through purchase or acquisition) to the City's Designated Representative, upon completion of projects. Information to be provided must include:
i. General description of how and where the product was used and if applicable, applied;
ii. Source of product, including name, physical location, and contact information for each entity, operation, or facility from whom the recovered organic waste products were procured; iii. Type of product;
iv. Quantity of each product; and,
v. Invoice or other record demonstrating purchase or
procurement.
c. Comply with all requirements in Goleta Municipal Code Section

8.10.900(A).

25. NO THIRD-PARTY BENEFICIARY: This CONTRACT and every provision herein is for the exclusive benefit of CONTRACTOR and CITY and not for the benefit of any other party. There will be no incidental or other beneficiaries of any of the CONTRACTOR's or the CITY's obligations under this Contract. 86 SECTION 00 52 13

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26. TIME IS OF ESSENCE: Time is of the essence for each and every provision of the Contract Documents.

27. ACCEPTANCE OF FACSIMILE OR ELECTRONIC SIGNATURES: The Parties agree that this CONTRACT, agreements ancillary to this CONTRACT, and related documents to be entered into in connection with this CONTRACT will be considered signed when the signature of a party is delivered by facsimile transmission or scanned and delivered via electronic mail. Such facsimile or electronic mail copies will be treated in all respects as having the same effect as an original signature.

28. GOVERNING LAW: This CONTRACT shall be governed by the laws of the State of California, and exclusive venue for any action involving this CONTRACT will be in Santa Barbara County.

IN WITNESS WHEREOF, the parties hereto have executed this CONTRACT with all the formalities required by law on the respective dates set forth opposite their signatures.

This CONTRACT is executed on this _________ day of _______________, at Goleta, California, and effective as of , 20 .

CITY OF GOLETA:

Robert Nisbet, City Manager

ATTEST:

Deborah Lopez, City Clerk

APPROVED AS TO FORM:

ISAAC ROSEN, CITY ATTORNEY

Scott Shapses, Deputy City Attorney

CONTRACTOR:

Name, Title

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State of California License No.

Department of Industrial Relations Registration
No.

Business Phone No.

CONTRACTOR'S Emergency Phone No. at
which contractor can be reached at any time

Name, Title
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EXHIBIT A

NOTICE INVITING SEALED BIDS
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EXHIBIT B

BID PROPOSAL

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92 SECTION 00 61 13
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PERFORMANCE AND PAYMENT BONDS (LABOR AND MATERIALS)

1.01 PERFORMANCE BOND

KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Goleta, (hereinafter referred to as “City”) has awarded to , (hereinafter referred to as the “Contractor”) an agreement for Contract No. , (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated , (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and

WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE , we, , the undersigned Contractor and as Surety, a corporation organized and duly authorized
to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of DOLLARS,
($ ), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by City in enforcing such obligation. As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor 93 SECTION 00 61 13
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remains. Nothing herein shall limit the City's rights or the Contractor or Surety's obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City's option:
i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. iii. P ermit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City's objection to Contractor's further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project.

By t heir signatures hereunder, Surety and Contractor hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California.

[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
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IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 .
(Corporate Seal)

Contractor/ Principal
By

Title

(Corporate Seal)

Surety
By
Attorney-in-Fact

(Attach Attorney-in-Fact Certificate) Title

The rate of premium on this bond is per thousand. The total amount of premium charges is $ .
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM

Any claims under this bond may be addressed to:

(Name and Address of Surety)

(Name and Address of Agent or
Representative for service of
process in California, if different
from above)

(Telephone number of Surety and
Agent or Representative for
service of process in California)
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Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA

COUNTY OF

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or
Entity(ies)
Title or Type of Document
Number of Pages
Date of Document

Signer(s) Other Than Named Above

NOTE: This acknowledgment is to be completed for Contractor/Principal. 96 SECTION 00 61 13
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STATE OF CALIFORNIA

COUNTY OF

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or
Entity(ies)
Title or Type of Document
Number of Pages
Date of Document
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.

END OF PERFORMANCE BOND
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1.02 PAYMENT BOND (LABOR AND MATERIALS)
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Goleta (hereinafter designated as the “City”), by action taken or a resolution passed , 20 , has awarded to
hereinafter designated as the “Principal,” a contract for the work described as follows: Contract No. (the “Project”); and

WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and as Surety, are
held and firmly bound unto the City in the penal sum of Dollars ($ ) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Civil Code Section 9100, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Revenue and Taxation Code Section 18663, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys' fees, court costs, expert witness fees and investigation expenses.

T
his bond shall inure to the benefit of any of the persons named in Civil Code Section 9100 so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment 98 SECTION 00 61 13
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pertaining or r elating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Civil Code Section 9100, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including bu t not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

By t
heir signatures hereunder, Surety and Principal hereby confirm under penalty of perjury that surety is an admitted surety insurer authorized to do business in the State of California.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 .
(Corporate Seal)

Contractor/ Principal
By

Title

(Corporate Seal)

Surety
By
Attorney-in-Fact

(Attach Attorney-in-Fact Certificate) Title
99 SECTION 00 61 13
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STATE OF CALIFORNIA

COUNTY OF

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or
Entity(ies)
Title or Type of Document
Number of Pages
Date of Document

Signer(s) Other Than Named Above

NOTE: This acknowledgment is to be completed for Contractor/Principal. 100
SECTION 00 61 13
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STATE OF CALIFORNIA

COUNTY OF

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

Signer is representing:

Name Of Person(s) Or
Entity(ies)
Title or Type of Document
Number of Pages
Date of Document
Signer(s) Other Than Named Above
NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached.

END OF PAYMENT BOND
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FORM OF GENERAL CONDITIONS

1.01 DEFINED TERMS

SECTION 00 72 00

GENERAL CONDITIONS
DIVISION 00
Whenever used in the Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. In addition to terms specifically defined below, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms.

A. Act of God: An earthquake of magnitude of 3.5 or higher on the Richter scale or a tidal wave.

B. Addenda: Written or graphic instruments issued prior to the submission of Bids which clarify, correct, or change the Contract Documents.

C. Additional Work: New or unforeseen work will be classified as “Additional Work” when the City's Representative determines that it is not covered by the Contract.

D. Applicable Laws: The laws, statutes, ordinances, rules, codes, regulations, permits, and licenses of any kind, issued by local, state or federal governmental authorities or private authorities with jurisdiction (including utilities), to the extent they apply to the Work.

E. A
rchitect : Whenever not qualified, shall mean the City Architect of the City, acting either directly or through properly authorized agents, such agents acting severally within the scope of the particular duties entrusted to them. On all questions concerning the acceptance of materials, machinery, the classifications of material, the execution of work, conflicting interest of the contractors performing related work and the determination of costs, the decision of the Architect, duly authorized by the City, shall be binding and final upon both parties.

F. Architect of Record: The individual, partnership, corporation, joint venture, or other legal entity as identified in the Special Conditions or any succeeding entity designated by the City.

G. Bid: The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices and other terms for the Work to be performed.

H. Bidder: The individual or entity who submits a Bid directly to the City.

I. Caltrans Standards: 2023 Editions of the California Department of Transportation Standard Plans and Specifications.

J. Change Order (“CO”): A document that authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Contract, in accordance with the Contract Documents and in the form contained in the Contract Documents.

K. C hange Order Request (“COR”): A request made by the Contractor for an adjustment in the Contract Price and/or Contract Times as the result of a Contractor-claimed change to the Work.

This term may also be referred to as a Change Order Proposal (“COP”), or Request for Change (“RFC”).

L. City: The City of Goleta.

M. City's Representative: The individual or entity as identified in the Special Conditions to act as the City's Representative.

N. Claim: A demand or assertion by the City or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim.
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O. Contract: The entire integrated written agreement between the City and Contractor concerning the Work. “Contract” may be used interchangeably with “Agreement” in the Contract Documents.

The Contract supersedes prior negotiations, representations, or agreements, whether written or oral, and includes all Contract Documents.

P. Contract Documents: The documents listed in Section 00 52 13, Article 5. Some documents provided by the City to the Bidders and Contractor, including but not limited to reports and drawings of subsurface and physical conditions, are not Contract Documents.

Q. Contract Price: Amount to be paid by the City to the Contractor as full compensation for the performance of the Contract and completion of the Work, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs.

R. Contract Times: The number of days or the dates stated in the Contract Documents to achieve defined Milestones, if any; and to complete the Work so that it is ready for final payment.

S. Contractor: The individual or entity with which the City has contracted for performance of the Work.

T. Contractor's Designated On-Site Representative: The Contractor's Designated On-Site Representative will be as identified in the General Conditions, and shall not be changed without prior written consent of the City.

U. D aily Rate: The Daily Rate stipulated in the Contract Documents as full compensation to the Contractor due to the City's unreasonable delay to the Project that was not contemplated by the parties.

V. Day: A calendar day of 24 hours measured from midnight to the next midnight.

W. Defective Work: Work that is unsatisfactory, faulty, or deficient; or that does not conform to the Contract Documents; or that does not meet the requirements of any inspection, reference standard, test, or approval referenced in the Contract Documents.

X. Demobilization: The complete dismantling and removal by the Contractor of all of the Contractor's temporary facilities, equipment, and personnel at the Site.

Y. Drawings: That part of the Contract Documents prepared by of the Architect of Record which graphically shows the scope, extent, and character of the Work to be performed by Contractor.

Shop Drawings and other Contractor submittals are not Drawings as so defined.

Z. Effective Date of the Contract: The date indicated in the Contract on which it becomes effective, but if no such date is indicated, it means the date on which the Contract is signed and delivered by the last of the two parties to sign and deliver.

AA. G reen Book: The current edition of the Standard Specifications for Public Works Construction.

BB. Hazardous Waste: The term “Hazardous Waste” shall have the meaning provided in Section 104 of the Solid Waste Disposal Act (42 U.S.C. § 6903) as amended from time to time or, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a class I, class II, or class III disposal site in accordance with provisions of existing law, whichever is more restrictive.

CC. Holiday: City observed holidays occur on:

1. New Year's Day - January 1 (Observed Monday if on Sunday, Friday if on Saturday)

2. Martin Luther King Jr.'s Birthday

3. President's Day – Third Monday in February

4. Memorial Day - Last Monday in May

5. Independence Day - July 4 (Observed Monday if on Sunday, Friday if on Saturday)

6. Labor Day - First Monday in September

7. Veterans Day - November 11 (Observed Monday if on Sunday, Friday if on Saturday)

8. Thanksgiving Day - Fourth Thursday in November
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9. Day After Thanksgiving - Fourth Friday in November

10. Christmas Eve: December 24

11. Christmas Day: December 25

12. If the holiday falls on a Saturday, the observed day is the preceding Friday. If the holiday falls on a Sunday, the observed day is the following Monday.

DD. Notice of Award: The written notice by the City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, the City will sign and deliver the Contract.

EE. Notice of Completion: The form which may be executed by the City and recorded by the county where the Project is located constituting final acceptance of the Project.

FF. Notice to Proceed: A written notice given by the City to Contractor fixing the date on which the Contractor may proceed with the Work and when Contract Times will commence to run.

GG. Project: The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part.

HH. Recyclable Waste Materials: Materials removed from the Site which are required to be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials include asphalt, concrete, brick, concrete block, and rock.

II. S chedule of Submittals: A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to facilitate scheduled performance of related construction activities.

JJ. Shop Drawings: All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work.

KK. Specifications: That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto.

LL. Stop Payment Notice: A written notice as defined in Civil Code section 8044.

MM. Subcontractor: An individual or entity other than a Contractor having a contract with any other entity than the City for performance of any portion of the Work at the Site.

NN. Submittal: Written and graphic information and physical samples prepared and supplied by the Contractor demonstrating various portions of the Work.

OO. Successful Bidder: The Bidder submitting a responsive Bid to whom the City makes an award.

PP. Supplier: A manufacturer, fabricator, supplier, distributor, material man, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment used in the performance of the Work or to be incorporated in the Work.

QQ. U nderground Facilities: All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

RR. Unit Price Work: Work to be paid for on the basis of unit prices as provided by the Contractor in its bid or as adjusted in accordance with the Contract Documents.

SS. Warranty: A written guarantee provided to the City by the Contractor that the Work will remain free of defects and suitable for its intended use for the period required by the Contract Documents or the longest period permitted by the law of this State, whichever is longer. 104
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TT. Work: The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents.

1.02 CONTRACT DOCUMENTS
A. Contract Documents. The Contract Documents are complementary, and what is called for by one shall be as binding as if called for by all.

B. Interpretations. The Contract Documents are intended to be fully cooperative and complementary. If the Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Architect in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:

1. Change Orders

2. Addenda

3. Special Conditions

4. Technical Specifications

5. Plans (Contract Drawings)

6. Contract

7. General Conditions

8. Instructions to Bidders

9. Notice Inviting Bids

10. Contractor's Bid Forms

11. Standard Plans and Specifications

12. Applicable Local Agency Standards and Specifications

13. S tandard Drawings

14. Reference Documents
C. With reference to the Drawings, the order of precedence shall be as follows:

1. Figures govern over scaled dimensions

2. Detail drawings govern over general drawings

3. Addenda or Change Order drawings govern over Contract Drawings

4. Contract Drawings govern over Standard Drawings

5. Contract Drawings govern over Shop Drawings
D. Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard, higher quality, and most expensive shall always apply.

E. Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing Project Work among subcontractors or in establishing the extent of Work to be performed by any trade.

1.03 PRECONSTRUCTION AND CONSTRUCTION COMMUNICATION
A. Before any Work at the site is started, a conference attended by the City, Contractor, City's Representative, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to herein, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records.
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B. At this conference, the City and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party.

1.04 CONTRACT DOCUMENTS: COPIES & MAINTENANCE
A. Contractor will be furnished, free of charge, one (1) copy of the Contract Documents. Additional copies may be obtained at the cost of reproduction.

B. Contractor shall maintain a clean, undamaged set of Contract Documents, including submittals, at the Project site.

1.05 EXAMINATION OF DRAWINGS, SPECIFICATIONS, AND SITE OF WORK A. Examination of Contract Documents. Before commencing any portion of the Work, Contractor shall again carefully examine all applicable Contract Documents, the Project site, and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Architect of any potential error, inconsistency, ambiguity, conflict, or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable requirements.

B. A dditional Instructions. After notification of any error, inconsistency, ambiguity, conflict, or lack of detail or explanation, the Architect will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work.

C. Quality of Parts, Construction and Finish. All parts of the Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish.

D. Contractor's Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all applicable laws, ordinances, rules and regulations, the Architect may at any time, before or after completion of the Work, order the improper Work removed, remade or replaced by the Contractor at the Contractor's expense.

1.06 MOBILIZATION
A. When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of the Work.

B. P ayment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Architect. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:

1. Obtaining and paying for all bonds, insurance, and permits.

2. Moving on to the Project site of all Contractor's plant and equipment required for the first month's operations.

3. Installing temporary construction power, wiring, and lighting facilities, as applicable.

4. Establishing fire protection system, as applicable.

5. Developing and installing a construction water supply, if applicable. 106
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6. Providing and maintaining the field office trailers for the Contractor, if necessary, and the Architect (if specified), complete, with all specified furnishings and utility services.

7. Providing on-site sanitary facilities and potable water facilities as specified per Cal-OSHA and these Contract Documents.

8. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer's specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.

9. Arranging for and erection of Contractor's work and storage yard.

10. Posting all OSHA required notices and establishment of safety programs per Cal- OSHA.

11. Full-time presence of Contractor's superintendent at the job site as required herein.

12. Submittal of Construction Schedule as required by the Contract Documents.

1.07 EXISTENCE OF UTILITIES AT THE WORK SITE
A. The City has endeavored to determine the existence of utilities at the Project site from the records of the owners of known utilities in the vicinity of the Project. The positions of these utilities as derived from such records are shown on the Plans.

B. U nless indicated otherwise on the Plans and Specifications, no excavations were made to verify the locations shown for underground utilities. The service connections to these utilities are not shown on the Plans. Water service connections may be shown on the Plans showing general locations of such connections. It shall be the responsibility of the Contractor to determine the exact location of all service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such utilities. The Contractor shall immediately notify the City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans.

C. If applicable, all water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of the Work.

D. Notwithstanding the above, pursuant to section 4215 of the Government Code, the City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications. In the event that main or trunkline utility facilities are not identified with reasonable accuracy in the plans and specifications made a part of the invitation for Bids, the City shall assume the responsibility for their timely removal, relocation, or protection.

E. Contractor, except in an emergency, shall contact the appropriate regional notification center, California Underground Service Alert at 811 or 1-800-227-2600 or on-line at www.digalert.org at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by the City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the Contractor or any subcontractor of the Contractor and the City has been given the identification number by the Contractor.
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1.08 SOILS INVESTIGATIONS
A. Reports and Drawings. The Special Conditions identify:

1. Those reports known to the City of explorations and tests of subsurface conditions at or contiguous to the site; and

2. Those drawings known to the City of physical conditions relating to existing surface or subsurface structures at the site (except Underground Facilities).

B. Limited Reliance by Contractor on Technical Data Authorized. Contractor may rely upon the accuracy of the “technical data” contained in such reports and drawings, which were expressly not created or obtained to evaluate or assist in the evaluation of constructability, and are not Contract Documents. Contractor shall make its own interpretation of the “technical data” and shall be solely responsible for any such interpretations. Except for reliance on the accuracy of such “technical data,” Contractor may not rely upon or make any claim against the City, City's Representative, or Architect of Record, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, with respect to:

1. The completeness of such reports and drawings for Contractor's purposes, including without limitation any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or

2. Other data, interpretations, opinions, conclusions and information contained in such reports or shown or indicated in such drawings; or

3. Any Contractor interpretation of or conclusion drawn from any “technical data” or any such other data, interpretations, opinions, or information

1.09 CONTRACTOR'S SUPERVISION
A. Contractor shall continuously keep at the Project site, a competent and experienced full -time Project Superintendent acceptable to the City. Superintendent must be able to proficiently speak, read and write in English and shall be proficient in the use of standard computing devices and software including the Microsoft Office Suite, Microsoft Teams and Zoom remote meeting software. The Project Superintendent shall have the authority to make decisions on behalf of the Contractor. Contractor shall continuously provide efficient supervision of the Project.

1.10 W
ORKERS
A. Contractor shall at all times enforce strict discipline and good order among its employees.

Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her.

B. Any person in the employ of the Contractor whom the City may deem incompetent or unfit shall be dismissed from the Work and shall not be employed on this Project.

1.11 INDEPENDENT CONTRACTORS
A. Contractor shall be an independent contractor for the City and not an employee. Contractor understands and agrees that it and all of its employees shall not be considered officers, employees, or agents of City and are not entitled to benefits of any kind normally provided employees of City, including but not limited to, state unemployment compensation or workers' compensation. Contractor assumes full responsibility for the acts and omissions of its employees or agents related to the Work.
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1.12 SUBCONTRACTS
A. Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as such terms are applicable to subcontractor's portion of the Work. Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any subcontractor and the City.

B. The City reserves the right to accept all subcontractors. The City's acceptance of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents.

C. Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq.

1.13 VERIFICATION OF EMPLOYMENT ELIGIBILITY
A. 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, sub-subcontractors and consultants to comply with the same. Each person executing this Contract on behalf of Contractor verifies that he or she is a duly authorized officer of Contractor and that any of the following shall be grounds for the City to terminate the Contract for cause: (1) failure of the Contractor or its subcontractors, sub- subcontractors or consultants to meet any of the requirements provided for in this Section; (2) any mi srepresentation or material omission concerning compliance with such requirements; or (3) failure to immediately remove from the Work any person found not to be in compliance with such requirements.

1.14 REQUESTS FOR SUBSTITUTION
A. For the purposes of this provision, the term “substitution” shall mean the substitution of any material, method or service substantially equal to or better in every respect to that indicated in the Standard Specifications or otherwise referenced herein.

B. Pursuant to Public Contract Code section 3400(b), the City may make a finding that is described in the Notice Inviting Bids that designates certain products, things, or services by specific brand or trade name.

C. Unless specifically designated in the Special Conditions, 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 purpose 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 may be substantially equal to or better in every respect to that so indicated or specified in the Contract Documents. However, the City has adopted uniform standards for certain materials, processes, and articles.
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D. The Contractor shall submit substitution requests, together with substantiating data, for substitution of any “or equal” material, process, or article during the bidding phase. Refer to the Instruction to Bidders for specific deadlines. Provisions regarding submission of substitution requests shall not in any way authorize an extension of time for the performance of this Contract.

If a substitution request is rejected by the City, the Contractor shall provide the material, method or service specified herein. The City shall not be responsible for any costs incurred by the Contractor associated with substitution requests. The burden of proof as to the equality of any material, process, or article shall rest with the Contractor. The Architect has the complete and sole discretion to determine if a material, process, or article is substantially equal to or better than that specified and to approve or reject all substitution requests.

E. Substantiating data as described above shall include, at a minimum, the following information:

1. A signed affidavit from the Contractor stating that the material, process, or article proposed as a substitution is substantially equal to or better than that specified in every way except as may be listed on the affidavit.

2. I llustrations, specifications, catalog cut sheets, and any other relevant data required to prove that the material, process, or article is substantially equal to or better than that specified.

3. A statement of the cost implications of the substitution being requested, indicating whether and why the proposed substitution will reduce or increase the amount of the contract.

4. Information detailing the durability and lifecycle costs of the proposed substitution.

F. Failure to submit all the required substantiating data detailed above in a timely manner so that the substitution request can be adequately reviewed may result in rejection of the substitution request.

The Architect is not obligated to review multiple submittals related to the same substitution request resulting from the Contractor's failure to initially submit a complete package.

G. Time limitations within this Section shall be strictly complied with and in no case will an extension of time for completion of the contract be granted because of Contractor's failure to provide substitution requests at the time and in the manner described herein.

H. The Contractor shall bear the costs of all City work, including costs incurred by Design Professionals, associated with the review of substitution requests. Review of non-conforming work proposed after award shall be considered a substitution request.

I. If substitution requests approved by the Architect require that Contractor furnish materials, methods or services more expensive than that specified, the increased costs shall be borne by Contractor.

1.15 SHOP DRAWINGS
A. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in its own Work or in that of any other contractor, subcontractor, or worker on the Project copies of all shop drawings, calculations, schedules, and materials list, and all other provisions required by the Contract Documents.

Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Architect. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the transmittal letter of the submittal.
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B. Contractor shall make any corrections required by the Architect, and file with the Architect corrected copies each, and furnish such other copies as may be needed for completion of the Work. Architect's acceptance of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Architect's attention to such deviations at time of submission and has secured the Architect's written acceptance. Architect's acceptance of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.

1.16 SUBMITTALS
A. Contractor shall furnish to the Architect for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the Contract Documents. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract.

B. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Architect, to the Architect within a reasonable time period to provide for adequate review and avoid delays in the Work.

C. These requirements shall not authorize any extension of time for performance of this Contract.

Architect will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals.

1.17 M ATERIALS
A. Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities of every nature whatsoever necessary to execute and complete this Contract within specified time.

B. Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.

C. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of the Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work.

D. No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the Work and agrees upon completion of all work to deliver the Project, to the City free from any claims, liens, or charges.

E. Mat erials shall be stored on the Project site in such manner so as not to interfere with any operations of the City or any independent contractor.

F. Contractor shall verify all measurements, dimensions, elevations, and quantities before ordering any materials or performing any Work, and the City shall not be liable for Contractor's failure to so.

No additional compensation, over and above payment for the actual quantities at the prices set out in the Bid Form, will be allowed because of differences between actual measurements, dimension, elevations and quantities and those indicated on the Plans and in the Specifications.

Any difference therein shall be submitted to the Architect for consideration before proceeding with the Work.
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1.18 PERMITS AND LICENSES
A. City will apply and pay for the review of necessary encroachment permits for Work within the public rights-of-way. Contractor shall obtain all other necessary permits and licenses for the construction of the Project and shall pay all fees required by law and shall comply with all laws, ordinances, rules and regulations relating to the Work and to the preservation of public health and safety.

Before acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to the City.

B. The Contractors Bid contains the Contractor's cost of developing traffic control designs and submitting for permits and implementation of traffic control. This allowance is specifically intended to account for the cost of traffic control permits and construction inspection fees charged by a Local Agency of Jurisdiction only. No other costs payable by Contractor to the Agency of Jurisdiction are included within the allowance. Payment by City to Contractor under the Permit and Inspection Allowance Bid Item shall be made on actual cost receipts only and in accordance with the provisions of these specifications. The City will waive all encroachment permits fees for the Contractor.

1.19 T RENCHES
A. Trenches Five Feet or More in Depth. Contractor shall submit to the Architect at the preconstruction meeting, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from hazards of caving ground during the excavation of any trench or trenches five feet or more in depth. If such plan varies from shoring system standards established by the Construction Safety Orders of the California Code of Regulations, Department of Industrial Relations, the plan shall be prepared by a California registered civil or structural Architect. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations.

The Contractor shall designate in writing the “competent person” as defined in Title 8, California Code of Regulations, who shall be present at the Work Site each day that trenching/excavation is in progress. The “competent person” shall prepare and provide daily trenching/excavation inspection reports to the Architect. Contractor shall also submit a copy of its annual California Occupational Safety and Health Administration (Cal/OSHA) trench/excavation permit.

B. Excavations Deeper than Four Feet. If the Work involves excavating trenches or other excavations that extend deeper than four feet below the surface, Contractor shall promptly, and before the excavation is further disturbed, notify the City in writing of any of the following conditions:

1. Mat erial that the Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.

2. Subsurface or latent physical conditions at the site differing from those indicated.

3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.

The City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, performance of any part of the Work, shall issue a change order under the procedures described in the Contract Documents. 112
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In the event that a dispute arises between the City and the Contractor as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor's cost of, or time required for, performance of any part of the Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all Work to be performed under the Contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the parties.

1.20 TRAFFIC CONTROL
A. Traffic control plan(s) for the Work may be required by the Agency(s) of Jurisdiction. Traffic control plans, if required, shall be prepared at Contractor's expense, and traffic control shall be performed at Contractor's expense in accordance with the requirements of the Agency(s) of Jurisdiction. The Permit and Inspection Allowance included within the Bid Form includes the cost of required traffic control permit(s) and construction inspection by the Agency(s) of Jurisdiction only. The Permit and Inspection Allowance does not include costs for preparation of any required traffic control plans, implementation of any traffic control requirements or for any traffic signal services that may be required. Costs for traffic control plans, implementation of traffic control, or traffic signal services required by the Agency(s) of Jurisdiction shall be included in the Contractor's Bid.

B. Al l warning signs and safety devices used by the Contractor to perform the Work shall conform to the requirements contained in the State of California, Department of Transportation's current edition of “Manual of Traffic Controls for Construction and Maintenance Work Zones” or to the requirements of the local agency. The Contractor shall also be responsible for all traffic control required by the agency having jurisdiction over the project on the intersecting streets. Contractor must submit a traffic control plan to the agency having jurisdiction over the project for approval prior to starting work.

C. The Contractor's representative on the site responsible for traffic control shall produce evidence that he/she has completed training acceptable to the California Department of Transportation for safety through construction zones. All of the streets in which the Work will occur shall remain open to traffic and one lane of traffic maintained at all times unless otherwise directed by the agency of jurisdiction. Businesses and residences adjacent to the Work shall be notified forty- eight (48) hours in advance of closing of driveways. The Contractor shall make every effort to minimize the amount of public parking temporarily eliminated due to construction in areas fronting businesses.

No stockpiles of pipe or other material will be allowed in traveled right-of- ways after working hours unless otherwise approved by the Architect.

1.21 D IVERSION OF RECYCLABLE WASTE MATERIALS
A. In compliance with the City's waste reduction and recycling efforts, including Goleta Municipal Code Chapter 8.10, Contractor shall divert all Recyclable Waste Materials to appropriate recycling centers as required for compliance with the local jurisdiction's waste diversion ordinances.

Contractor will be required to submit weight tickets and written proof of diversion with its monthly progress payment requests. Contractor shall complete and execute any certification forms, including, but not limited to, Post Construction Waste Reduction and Recycling Summary Report (Exhibit B), required by City or other applicable agencies to document Contractor's compliance with these diversion requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.
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1.22 REMOVAL OF HAZARDOUS MATERIALS
A. Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to the City in writing. The City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor.

1.23 SANITARY FACILITIES
A. Contractor shall provide sanitary temporary toilet buildings and hand washing facilities for the use of all workers. All toilets and hand washing facilities shall comply with all applicable federal, state and local laws, codes, ordinances, and regulations. Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets and hand washing facilities shall be serviced no less than once weekly and shall be present in a quantity of not less than as required by Cal/OSHA regulations. The toilets and hand washing facilities shall be maintained in a sanitary condition at all times. Use of toilet and hand washing facilities in the Work under construction shall not be permitted. Any other Sanitary Facilities required by Cal/OSHA shall be the responsibility of the Contractor.

1.24 A IR AND WATER POLLUTION CONTROL
A. Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes.

All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements.

1.25 LAYOUT AND FIELD ENGINEERING
A. All field engineering required for laying out the Work and establishing grades for earthwork operations shall be furnished by the Contractor at its expense.

1.26 TESTS AND INSPECTIONS
A. If the Contract Documents, the Architect, or any instructions, laws, ordinances, or public authority requires any part of the Work to be tested or Approved, Contractor shall provide the Architect at least two (2) working days' notice of its readiness for observation or inspection. If inspection is by a public authority other than the City, Contractor shall promptly inform the City of the date fixed for such inspection. Required certificates of inspection (or similar) shall be secured by Contractor.

Costs for City testing and City inspection shall be paid by the City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor.

B. If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor's cost in compliance with the Contract Documents.

C. W here inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by the City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.

D. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify the City so that the City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into the Work.
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E. If the manufacture of materials to be inspected or tested will occur in a plant or location greater than sixty (60) miles from the City, the Contractor shall pay for any excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging.

F. Reexamination of Work may be ordered by the City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, the City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs.

1.27 PROTECTION OF WORK AND PROPERTY
A. The Contractor shall be responsible for all damages to persons or property that occurs as a result of the Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final Acceptance by the City. All Work shall be solely at the Contractor's risk. Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary safeguards, signs, barriers, lights, and watchmen for protection of workers and the public, and shall post danger signs warning against hazards created in the course of construction.

B. In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Architect, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Architect or the City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by the City and the Contractor.

1.28 CONTRACTOR'S MEANS AND METHODS
A. Contractor is solely responsible for the means and methods utilized to perform the Work. In no case shall the Contractor's means and methods deviate from commonly used industry standards.

1.29 AUTHORIZED REPRESENTATIVES
A. The City shall designate representatives, who shall have the right to be present at the Project site at all times. The City may designate an inspector who shall have the right to observe all of the Contractor's Work. The inspector shall not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.

1.30 HOURS OF WORK
A. As provided in Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code, Contractor stipulates that eight (8) hours of labor shall constitute a legal day's work. The time of service of any worker employed at any time by the Contractor or by any subcontractor on any subcontract under this Contract upon the Work or upon any part of the Work contemplated by this Contract is limited and restricted to eight (8) hours during any one calendar day and 40 hours during any one calendar week, except as hereinafter provided. Notwithstanding the provisions herein above set forth, work performed by employees of Contractor in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon this public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than one and one-half times the basic rate of pay.
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B. The Contractor and every subcontractor shall keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed in connection with the Work or any part of the Work contemplated by this Contract. The record shall be kept open at all reasonable hours to the inspection of the City and to the Division of Labor Law Enforcement, Department of Industrial Relations of the State of California.

C. The Contractor shall pay to the City a penalty of twenty-five dollars ($25.00) for each worker employed in the execution of this Contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any calendar day and 40 hours in any one calendar week in violation of the provisions of Article 3 (commencing at section 1810), Chapter 1, Part 7, Division 2 of the Labor Code.

D. Any work necessary to be performed after regular working hours, or on Saturdays and Sundays or other holidays, shall be performed without additional expense to the City.

E. City will provide inspection during normal working hours from 8:00 a.m. to 3:30 p.m. Monday through Thursday. Inspection before or after this time will be charged to the Contractor as reimbursable inspection time. Inspections on weekends requires two days' notice for review and approval. Upon written request and approval, the 8.5 hour working day may be changed to other limits subject to city/county ordinance.

F. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on the City-observed holidays, unless otherwise approved by the City:

1. Powered Vehicles

2. Construction Equipment

3. Loading and Unloading Vehicles

4. Domestic Power Tools

1.31 PAYROLL RECORDS; LABOR COMPLIANCE
A. Pursuant to Labor Code section 1776, Contractor and all subcontractors shall maintain weekly certified payroll records, showing the names, addresses, Social Security numbers, work classifications, 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 them in connection with the Work under this Contract. Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury.

B. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on the specified interval and format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement. 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 is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4. 116
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C. 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 Contractor'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.

D. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by the City. The Contractor shall also provide the following:

1. A certified copy of the employee's payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.

2. A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the DIR.

E. Unless submitted electronically, the certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE.

F. An y copy of records made available for inspection as copies and furnished upon request to the public or any public agency, the City, the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated in such a manner as to prevent disclosure of an individual's name, address and social security number. The name and address of the Contractor awarded the Contract or performing the contract shall not be marked or obliterated.

G. In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) calendar days in which to comply subsequent to receipt of written notice specifying in what respects the Contractor must comply with this Section. Should noncompliance still be evident after such 10-day period, the Contractor shall pay a penalty of one hundred dollars ($100.00) to the City for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforcement, such penalties shall be withheld from progress payment then due.

H. The responsibility for compliance with this Section shall rest upon the Contractor. 117
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1.32 PREVAILING RATES OF WAGES
A. The Contractor is aware of the requirements of Labor Code sections 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 and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves 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. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Contract from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov. In the alternative, the Contractor may view a copy of the prevailing rate of per diem wages which are on file at the City's Engineering Office and shall be made available to interested parties upon request.

Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification, or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor's principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and authorized volunteers free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws. The Contractor shall forfeit as a penalty to the City not more than Two Hundred Dollars ($200.00), pursuant to Labor Code section 1775, for each calendar day, or portion thereof, for each worker paid less than the prevailing wage rate as determined by the Director of the Department of Industrial Relations for such work or craft in which such worker is employed for any public work done under the Contract by it or by any subcontractor under it . The difference between such prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof, for which each worker was paid less than the prevailing wage rate, shall be paid to each worker by the Contractor.

B. C ontractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.

1.33 PUBLIC WORKS CONTRACTOR REGISTRATION
A. Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors must be registered with the Department of Industrial Relations prior to the execution of a contract to perform public works. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall maintain a current registration for the duration of the Project. Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all subcontractors are registered at the time this Contract is entered into and maintain registration for the duration of the Project. 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.

1.34 EMPLOYMENT OF APPRENTICES
A. Contractor and all subcontractors shall comply with the requirements of Labor Code sections 1777.5 and 1777.6 in the employment of apprentices.
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B. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

C. Knowing violations of Labor Code section 1777.5 will result in forfeiture not to exceed one hundred dollars ($100.00) for each calendar day of non-compliance pursuant to Labor Code section 1777.7.

D. The responsibility for compliance with this Section shall rest upon the Contractor.

1.35 NON-DISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY
A. Pursuant to Labor Code section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, marital status, sex, age, sexual orientation, or any other classifications protected by law.

B. E mployment Eligibility; Contractor. 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. Such requirements and restrictions include, but are not limited to, examination and retention of documentation confirming the identity and immigration status of each employee of the Contractor. Contractor also verifies that it has not committed a violation of any such law within the five (5) years immediately preceding the date of execution of this Contract, and shall not violate any such law at any time during the term of the Contract.

Contractor shall avoid any violation of any such law during the term of this Contract by participating in an electronic verification of work authorization program operated by the United States Department of Homeland Security, by participating in an equivalent federal work authorization program operated by the United States Department of Homeland Security to verify information of newly hired employees, or by some other legally acceptable method. Contractor shall maintain records of each such verification, and shall make them available to the City or its representatives for inspection and copy at any time dur ing normal business hours. The City shall not be responsible for any costs or expenses related to Contractor's compliance with the requirements provided for or referred to herein.

C. E mployment Eligibility; Subcontractors, Sub-subcontractors and Consultants. To the same extent and under the same conditions as Contractor, Contractor shall require all of its subcontractors, sub-subcontractors and consultants performing any part of the Work or of this Contract to make the same verifications and comply with all requirements and restrictions provided for herein.

D. Employment Eligibility; Failure to Comply. Each person executing this Contract on behalf of Contractor verifies that he or she is a duly authorized officer of Contractor, and understands that any of the following shall be grounds for the City to terminate the Contract for cause: (1) failure of Contractor or its subcontractors, sub-subcontractors or consultants to meet any of the requirements provided for herein; (2) any misrepresentation or material omission concerning compliance with such requirements; or (3) failure to immediately remove from the Work any person found not to be in compliance with such requirements. 119
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1.36 DEBARMENT OF CONTRACTORS AND SUBCONTRACTORS
A. Contractors or subcontractors may not perform work on a public works project with a subcontractor who is ineligible to perform work on a public project pursuant to Labor Code sections 1777.1 or 1777.7. Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor on a public works contract. Any public money that is paid, or may have been paid to a debarred subcontractor by a contractor on the project shall be returned to the City. The Contractor shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the project.

1.37 LABOR/EMPLOYMENT SAFETY
A. The Contractor shall comply with all applicable laws and regulations of the federal, state, and local government, including Cal/OSHA requirements and requirements for verification of employees' legal right to work in the United States.

B. The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4. The Contractor shall ensure the availability of emergency medical services for its employees in accordance with California Code of Regulations, Title 8, Section 1512.

C. T he Contractor shall submit the Illness and Injury Prevention Program and a Project site specific safety program to the City prior to beginning Work at the Project site. Contractor shall maintain a confined space program that meets or exceeds the City Standards. Contractor shall adhere to the City's lock out tag out program.

1.38 INSURANCE
A. The Contractor shall obtain, and at all times during performance of the Work of Contract, maintain all of the insurance described in this Section. Contractor shall not commence Work under this Contract until it has provided evidence satisfactory to the City that it has secured all insurance required hereunder. 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 insurance required under this Section. Failure to provide and maintain all required insurance shall be grounds for the City to terminate this Contract for cause. Contractor shall furnish City with original certificates of insurance and endorsements effective 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 acceptable to the City. All certificates and endorsements must be received and approved by the City before Work commences. 120
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B. Additional Insureds; Waiver of Subrogation. The City, its officials, officers, employees, agents and authorized volunteers shall be named as Additional Insureds on Contractor's All Risk policy and on Contractor's and its subcontractors' policies of Commercial General Liability and Automobile Liability insurance using, for Contractor's policy/ies of Commercial General Liability insurance, ISO CG forms 20 10 and 20 37 (or endorsements providing the exact same coverage, including completed operations), and, for subcontractors' policies of Commercial General Liability insurance, ISO CG form 20 38 (or endorsements providing the exact same coverage).

Notwithstanding the minimum limits set forth in this Contract for any type of insurance coverage, all available insurance proceeds in excess of the specified minimum limits of coverage shall be available to the parties required to be named as Additional Insureds hereunder. Contractor and its insurance carriers shall provide a Waiver of Subrogation in favor of those parties.

C. Workers' Compensation Insurance. The Contractor shall provide workers' compensation insurance for all of the employees engaged in Work under this Contract, on or at the Site, and, in case of any sublet Work, the Contractor shall require the subcontractor similarly to provide workers' compensation insurance for all the latter's employees as prescribed by State law. Any class of employee or employees not covered by a subcontractor's insurance shall be covered by the Contractor's insurance. In case any class of employees engaged in work under this Contract, on or at the Site, is not protected under the Workers' Compensation Statutes, the Contractor shall provide or shall cause a subcontractor to provide, adequate insurance coverage for the protection of such employees not otherwise protected. The Contractor is required to secure payment of compensation to his employees in accordance with the provisions of section 3700 of the Labor Code. The Contractor shall file with the City certificates of his insurance protecting workers.

Company or companies providing insurance coverage shall be acceptable to the City, if in the form and coverage as set forth in the Contract Documents.

D. Em ployer's Liability Insurance. Contractor shall provide Employer's Liability Insurance, including Occupational Disease, in the amount of at least one million dollars ($1,000,000.00) per person per accident. Contractor shall provide City with a certificate of Employer's Liability Insurance. Such insurance shall comply with the provisions of the Contract Documents. The policy shall be endorsed, if applicable, to provide a Borrowed Servant/Alternate Employer Endorsement and contain a Waiver of Subrogation in favor of the City.

E. Commercial General Liability Insurance. Contractor shall provide “occurrence” form Commercial General Liability insurance coverage at least as broad as the most current ISO CGL Form 00 01, including but not limited to, premises liability, contractual liability, products/completed operations, personal and advertising injury which may arise from or out of Contractor's operations, use, and management of the Site, or the performance of its obligations hereunder. The policy shall not contain any exclusion 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 39); or (2) cross-liability for claims or suits against one insured against another. Policy limits shall not be less than $3,000,000 per occurrence for bodily injury, personal injury and property damage, $6,000,000 aggregate. If Commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

Defense costs shall be paid in addition to the limits.
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1. Such policy shall comply with all the requirements of this Section. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor's indemnification obligations to the City, and shall not preclude the City from taking such other actions available to the City under other provisions of the Contract Documents or law.

2. All general liability policies provided pursuant to the provisions of this Section shall comply with the provisions of the Contract Documents.

3. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions relating to liability for injury to or death of persons and damage to property.

4. If t he coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, the City may require additional coverage to be purchased by Contractor to restore the required limits. Contractor may combine primary, umbrella, and as broad as possible excess liability coverage to achieve the total limits indicated above. Any umbrella or excess liability policy shall include the additional insured endorsement described in the Contract Documents.

5. All policies of general liability insurance shall permit and Contractor does hereby waive any right of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss.

F. Automobile Liability Insurance. Contractor shall provide “occurrence” form Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) in the amount of, at least, one million dollars ($1,000,000) per accident for bodily injury and property damage. Such insurance shall provide coverage 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, in a form and with insurance companies acceptable to the City. All policies of automobile insurance shall permit and Contractor does hereby waive any right of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss.

G. Builder's R isk [“All Risk”]. As per Section 00 73 19, Subpart 2.12, the City is not requesting that the Contractor provide Builder’s Risk [“All Risk”] for this project.

If r equired by City, i t is the Contractor's responsibility to maintain or cause to be maintained Builder's Risk [“All Risk”] extended coverage insurance on all work, material, equipment, appliances, tools, and structures that are or will become part of the Work and subject to loss or damage by fire, and vandalism and malicious mischief, in an amount to cover 100% of the replacement cost. The City accepts no responsibility for the Work until the Work is formally accepted by the City. The Contractor shall provide a certificate evidencing this coverage before commencing performance of the Work.

1. The named insureds shall be Contractor, all Subcontractors of any tier (excluding those solely responsible for design work), suppliers, and City, its elected officials, officers, employees, agents and authorized volunteers, as their interests may appear. Contractor shall not be required to maintain property insurance for any portion of the Work following 122
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acceptance by C ity.

2. Policy shall be provided for replacement value on an “all risk” basis. There shall be no coinsurance penalty provision in any such policy. Policy must include: (1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the buildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) transit coverage, including ocean marine coverage (unless insured by the supplier), with sub-limits sufficient to insure the full replacement value of any key equipment item; and (5) coverage with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the Site. Such insurance shall be on a form acceptable to City to ensure adequacy and sublimit.

3. In addition, the policy shall meet the following requirements:
a. Insurance policies shall be so conditioned as to cover the performance of any extra work performed under the Contract.
b. Coverage shall include all materials stored on site and in transit. c. Coverage shall include Contractor's tools and equipment. d. Insurance shall include boiler, machinery and material hoist coverage.

H. Contractor's Pollution Liability Coverage. Contractor shall provide pollution liability insurance in an amount not less than $1,000,000 per occurrence and $2,000,000 aggregate.

I. Contractor shall require all tiers of subcontractors working under this Contract to provide the insurance required under this Section unless otherwise agreed to in writing by City. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor's coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold the City harmless from any damage, loss, cost, or expense, including attorneys' fees, incurred by the City as a result thereof.

1.39 FORM AND PROOF OF CARRIAGE OF INSURANCE
A. Any insurance carrier providing insurance coverage required by the Contract Documents shall be admitted to and authorized to do business in the State of California unless waived, in writing, by the City's Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A:VII.

Insurance deductibles or self-insured retentions must be declared by the Contractor. At the election of the City the Contractor shall either 1) reduce or eliminate such deductibles or self- insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses. If umbrella or excess liability coverage is used to meet any required limit(s) specified herein, the Contractor shall provide a “follow form” endorsement satisfactory to the City indicating that such coverage is subject to the same terms and conditions as the underlying liability policy.

B. Each i nsurance policy required by this Contract shall be endorsed to state that: (1) coverage shall not be suspended, voided, reduced or cancelled except after thirty (30) days 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 officials, officers, agents, employees, and volunteers. 123
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C. The Certificates(s) and policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that it shall provide no less than thirty (30) days written notice be given to the City prior to any material modification or cancellation of such insurance. In the event of a material modification or cancellation of coverage, the City may terminate the Contract or stop the Work in accordance with the Contract Documents, unless the City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverage's set forth herein and the insurance required herein is in full force and effect.

Contractor shall not take possession, or use the Site, or commence operations under this Contract until the City has been furnished original Certificate(s) of Insurance and certified original copies of endorsements or policies of insurance including all endorsements and any and all other attachments as required in this Section. The original endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.

D. T he Certificate(s) of Insurance, policies and endorsements shall so covenant and shall be construed as primary, and the City's insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory.

E. City reserves the right to adjust the monetary limits of insurance coverages during the term of this Contract including any extension thereof if, in the City's reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.

F. Contractor shall report to the City, in addition to the Contractor's insurer, any and all insurance claims submitted by the Contractor in connection with the Work under this Contract.

1.40 TIME FOR COMPLETION AND LIQUIDATED DAMAGES
A. T ime for Completion/Liquidated Damages. Time is of the essence in the completion of the Work. Work shall be commenced within ten (10) Days of the date stated in the City's Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents.

The City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by the City's receipt or acceptance of the Contractor's proposed earlier completion date. Furthermore, Contractor shall not, under any circumstances, receive additional compensation from the City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date. If the Work is not completed as stated in the Contract Documents, it is understood that the City will suffer damage.

In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum stipulated in the Contract for each calendar day of delay until the W ork is fully completed. Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages.

B. I nclement Weather. Contractor shall abide by the Architect's determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule. Refer to 01 32 00 - Construction Progress Documentation for additional information. 124
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C. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of the Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify the City in writing of causes of delay. The City shall ascertain the facts and extent of delay and grant extension of time for completing the Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.

D. No Damages for Reasonable Delay. The City's liability to Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

1.41 C OST BREAKDOWN AND PERIODIC ESTIMATES
A. Contractor shall furnish on forms Approved by the City:

1. Within ten (10) Days of Notice to Proceed with the Contract, a detailed estimate giving a complete breakdown of the Contract price, if the Contract amount is a lump sum.

2. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for the City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.

3. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.

4. Following the City's Acceptance of the Work, the Contractor shall submit to the City a written statement of the final quantities of unit price items for inclusion in the final payment request.

5. The City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.

B. Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.
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1.42 PROGRESS ESTIMATES AND PAYMENT
A. By t he tenth (10th) Day of the following calendar month, Contractor shall submit to Architect a payment request on Forms CC1: Progress Payment Request and substantiated on Form CC2 – Progress Payment Request - Detail, which shall set forth in detail the value of the Work done for the period beginning with the date work was first commenced and ending on the end of the calendar month for which the payment request is prepared. Contractor shall include any amount earned for authorized extra work and shall submit Form CC3 – Quantity Change Verification Form, where there is quantity changes authorized as part of the progress or final payment. From the total thus computed, a deduction shall be made in the amount of five percent (5%) for retention, except where the City has adopted a finding that the Work done under the Contract is substantially complex, and then the amount withheld as retention shall be the percentage specified in the Notice Inviting Bids. From the remainder, a further deduction may be made in accordance with Section B below. The amount computed, less the amount withheld for retention and any amounts withheld as set forth below, shall be the amount of the C ontractor's payment request.

B. T he City may withhold a sufficient amount or amounts of any payment or payments otherwise due to Contractor, as in his judgment may be necessary to cover:

1. Payments which may be past due and payable for just claims against Contractor or any subcontractors for labor or materials furnished in and about the performance of work on the Project under this Contract.

2. Defective work not remedied.

3. Failure of Contractor to make proper payments to his subcontractor or for material or labor.

4. Completion of the Contract if there is a reasonable doubt that the Work can be completed for balance then unpaid.

5. Damage to another contractor or a third party.

6. Amounts which may be due the City for claims against Contractor.

7. Failure of Contractor to keep the record (“as-built”) drawings up to date.

8. Failure to provide update on construction schedule as required herein.

9. Site cleanup.

10. Failure to comply with Contract Documents.

11. Liquidated damages.

12. Legally permitted penalties.

C. The City may apply such withheld amount or amounts to payment of such claims or obligations at its discretion with the exception of subsections (B)(1), (3), and (5) of this Section, which must be retained or applied in accordance with applicable law. In so doing, the City shall be deemed the agent of Contractor and any payment so made by the City shall be considered as a payment made under contract by the City to Contractor and the City shall not be liable to Contractor for such payments made in good faith. Such payments may be made without prior judicial determination of claim or obligations. The City will render Contractor a proper accounting of such funds disbursed on behalf of Contractor.
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D. Upon receipt, the Architect shall review the payment request to determine whether it is undisputed and suitable for payment. If the payment request is determined to be unsuitable for payment, it shall be returned to Contractor as soon as practicable but not later than seven (7) Days after receipt, accompanied by a document setting forth in writing the reasons why the payment request is not proper. The City shall make the progress payment within 30 calendar days after the receipt of an undisputed and properly submitted payment request from Contractor, provided that a release of liens and claims has been received from the Contractor pursuant to Civil Code section 8132.

The number of days available to the City to make a payment without incurring interest pursuant to this paragraph shall be reduced by the number of days by which the Architect exceeds the seven (7) Day requirement.

E. A payment request shall be considered properly executed if funds are available for payment of the payment request and payment is not delayed due to an audit inquiry by the financial officer of the City.

1.43 SECURITIES FOR MONEY WITHHELD
A. Pursuant to section 22300 of the Public Contract Code of the State of California, Contractor may request the City to make retention payments directly to an escrow agent or may substitute securities for any money withheld by the City to ensure performance under the contract. 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 as the escrow agent who shall return such securities to Contractor upon satisfactory completion of the contract. Deposit of securities with an escrow agent shall be subject to a written agreement substantially in the form provided in section 22300 of the Public Contract Code.

1.44 CHANG ES AND EXTRA WORK.

A. Contract Change Orders.

1. The City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, and the Contract Price and Contract Time shall be adjusted accordingly. Except as otherwise provided herein, all such changes in the Work shall be authorized by Change Order and shall be performed under the applicable conditions of the Contract Documents. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract Price or the Contract Time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order.

2. Contractor shall promptly execute changes in the Work as directed in writing by the City even when the parties have not reached agreement on whether the change increases the scope of Work or affects the Contract Price or Contract Time. All claims for additional compensation to the Contractor shall be presented in writing. No claim will be considered after the Work in question has been done unless a written Change Order has been issued or a timely written notice of claim has been made by Contractor.

3. W henever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions, and provisions of the original Contract.

4. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done.
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5. No dispute, disagreement, or failure of the parties to reach agreement on the terms of the Change Order shall relieve the Contractor from the obligation to proceed with performance of the work, including Additional Work, promptly and expeditiously.

6. Contractor shall make available to the City any of the Contractor's documents related to the Project immediately upon request of the City, as set forth in Article 52.

7. Any alterations, extensions of time, Additional Work, or any other changes may be made without securing consent of the Contractor's surety or sureties.

B. Contract Price Change.

1. Process for Determining Adjustments in Contract Price. a. Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract Price or Contract Time, within seven (7) Days after receipt of a scope of a proposed change order initiated by the City, unless the City requests that proposals be submitted in less than seven (7) Days. b. Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order. c. Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and the City.
d. Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by the City, including but not limited to estimates and quotations from subcontractors or material suppliers, as the City may reasonably request. Contractor shall certify the accuracy of all Change Order Requests under penalty of perjury.
e. If the Contractor fails to submit a complete cost proposal within the seven (7) Day period (or as requested), the City has the right to order the Contractor in writing to commence the Work immediately on a time and materials basis and/or issue a lump sum change to the Contract Price and/or Contract Time in accordance with the City's estimate. If the change is issued based on the City's estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that the City's estimate was in error.

2. U nit Price Change Orders.
a. When the actual quantity of a Unit Price item varies from the Bid Form, compensation for the change in quantity will be calculated by multiplying the actual quantity by the Unit Price. This calculation may result in either an additive or deductive Final Change Order pursuant to the Contract Documents.
b. No Mark up for Overhead and Profit. Because the Contract Unit Prices provided in the Bid Form include Overhead and Profit as determined by Contractor at the time of Bid submission, no markup or deduction for Overhead and Profit will be included in Unit Price Change Orders.
c. Bid items included on the Bid Form may be deducted from the Work in their entirety without any negotiated extra costs.
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d. Contractor acknowledges that unit quantities are estimates and agrees that the estimated unit quantities listed on the Bid Form will be adjusted to reflect the actual unit quantities which may result in an adjustment to the Contract Unit Prices. Such an adjustment will be made by execution of a final additive or deductive Change Order following Contractor's completion of the Work. Upon notification, Contractor's failure to respond within seven (7) Days will result in City's issuance of a unit quantity adjustment to the Contract Unit Prices and/or Contract Time in accordance with the Contract Documents.
e. The City or Contractor may make a Claim for an adjustment in the Unit Price in accordance with the Contract Documents if:
1) The quantity of any item of Unit Price Work performed by Contractor differs by twenty-five percent (25%) or more from the estimated quantity of such item indicated in the Contract; and
2) There is no corresponding adjustment with respect to any other item of Work; and 3) Contractor believes that Contractor is entitled to an increase in Unit Price as a result of having incurred additional expense or the City believes that the City is entitled to a decrease in Unit Price and the parties are unable to agree as to the amount of any such increase or decrease.

3. C ontractor shall incorporate the provisions of this Section into all agreements with Subcontractors. Compensation for Lump Sum Change Orders shall be limited to expenditures necessitated specifically by the Additional Work, and shall be according to the following:
a. Overview. The Contractor will submit a properly itemized Lump Sum Change Order Proposal covering the Additional Work and/or the work to be deleted. This proposal will be itemized for the various components of the Additional Work and segregated by labor, material, and equipment in a detailed format satisfactory to the City. The City will require itemized change orders on all change order proposals from the Contractor, subcontractors, and sub- subcontractors regardless of tier. Details to be submitted will include detailed line item estimates showing detailed materials quantity take-offs, material prices by item and related labor hour pricing information and extensions (by line item or by drawing as applicable).
b. Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the Additional Work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the Additional Work cost will not be permitted unless the Contractor establishes the necessity for such new classifications. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental.

Estimated labor hours must only include hours for those workmen and working foremen directly involved in performing the change order work. Supervision above the level of working foremen (such as general foremen, superintendent, project manager, etc.) is considered to be included in the markup percentages as outlined below. Note that no separate allowances for warranty expense will be allowed as a direct cost of a change order. Costs attributed to warranty expenses will be considered to be covered by the markup.
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c. Labor Burden. Labor burden allowable in change orders shall be defined as employer's net actual cost of payroll taxes (FICA, Medicare, SUTA, FUTA), net actual cost for employer's cost of union benefits (or other usual and customary fringe benefits if the employees are not union employees), and net actual cost to employer for worker's compensation insurance taking into consideration adjustments for experience modifiers, premium discounts, dividends, rebates, expense constants, assigned risk pool costs, net cost reductions due to policies with deductibles for self-insured losses, assigned risk rebates, etc. Contractor shall reduce their standard payroll tax percentages to properly reflect the effective cost reduction due to the estimated impact of the annual maximum wages subject to payroll taxes. An estimated percentage for labor burden may be used for pricing change orders. However, the percentage used for labor burden to price change orders will be examined at the conclusion of the Project and an adjustment to the approved change orders will be processed if it is determined that the actual labor burden percentage should have been more or less than the estimated percentage used.
d. Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight, and delivery. Materials costs shall be based upon supplier or manufacturer's invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the City shall determine the materials cost, at its sole discretion. Estimated material change order costs shall reflect the Contractor's reasonably anticipated net actual cost for the purchase of the material needed for the change order work. Estimated material costs shall reflect cost reductions available to the Contractor due to “non-cash” discounts, trade discounts, free material credits, and/or volume rebates. “Cash” discounts (i.e., prompt payment discounts of 2% or less) available on material purchased for change order work shall be credited to the City if the Contractor is provided the City funds in time for Contractor to take advantage of any such “cash” discounts. The portion of any “cash” discounts greater than 2% will not be considered “non-cash” discount for purposes of this provision. Price quotations from material suppliers must be itemized with unit prices for each specific item to be purchased. "Lot pricing" quotations will not be considered sufficient substantiating detail.
e. Tool and Equipment Use. Costs for the use of small tools, which are tools that have a replacement value of $1,000 or less, shall be considered included in the Overhead and Profit mark-ups established below. Allowable change order estimated costs may include appropriate amounts for rental of major equipment specifically needed to perform the change order work (defined as tools and equipment with an individual purchase cost of more than $750). For Contractor owned equipment, the "bare" equipment rental rates allowed to be used for pricing change order proposals shall be 75% of the monthly rate listed in the most current publication of The AED Green Book divided by 176 to arrive at a maximum hourly rate to be applied to the hours the equipment is used performing the change order work. Further, for Contractor owned equipment, the aggregate equipment rent charges for any single piece of equipment used in all change order work shall be limited to 50% of the fair market value of the piece of equipment when the first change order is priced involving usage of the piece of equipment. Fuel necessary to operate the equipment will be considered as a separate direct cost associated with the change order work.
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f. Maximum Markup Percentage Allowable on Self-Performed Work. With respect to pricing change orders, the maximum markup percentage to be paid to any Contractor or subcontractor (regardless of tier) on self-performed work shall be a single markup percentage not-to-exceed fifteen percent (15%) of the net direct cost of (1) direct labor and allowable labor burden costs applicable to the change in the Work; (2) the net cost of material and installed equipment incorporated into the change in the Work, and (3) net rental cost of major equipment and related fuel costs necessary to complete the change in the Work. The markup computed using the above formula shall be considered to be allocated 2/3 to cover applicable overhead costs directly attributable to the field overhead costs related to processing, supervising and performing, the change order work, and the remaining 1/3 to cover home office overhead costs and profit. g. Maximum Markup Percentages Allowable on Work Performed by Lower Tier Subcontractors. With respect to pricing the portion of change order proposals involving Work performed by lower tier contractors, the maximum markup percentage allowable to the Contractor or subcontractor supervising the lower tier subcontractor's work shall not exceed five percent (5%) of the net of all approved change order work performed by all subcontractors combined for any particular change order proposal. The markup computed using the above formula shall be considered to be allocated 2/3 to cover applicable overhead costs directly attributable to the field overhead costs related to processing, supervising and performing the change order work, and the remaining 1/3 to cover home office overhead costs and profit.
h. No Markup on Bonds and Liability Insurance Costs. Change order cost adjustments due to increases or decreases in bond or insurance costs (if applicable) shall not be subject to any markup.
i. Direct and Indirect Costs Covered by Markup Percentages. As a further clarification, the agreed upon markup percentage set forth above is intended to cover the Contractor's profit and all indirect costs associated with the change order work. Items intended to be covered by the markup percentage include, but are not limited to: home office expenses, branch office and field office overhead expense of any kind, project management, superintendents, general foremen, estimating, engineering, coordinating, expediting, purchasing, detailing, legal, accounting, data processing or other administrative expenses, shop drawings, permits, auto insurance and umbrella insurance, pick-up truck costs, and warranty expense costs. The cost for the use of small tools is also to be considered covered by the markup percentage established above. Small tools shall be defined as tools and equipment (power or non-power) with an individual purchase cost of less than $750.
j. Deduct Change Orders and Net Deduct Changes. The application of the markup percentages referenced above will apply to both additive and deductive change orders.

In the case of a deductive change order, the credit will be computed by applying the sliding scale percentages as outlined above so that a deductive change order would be computed in the same manner as an additive change order. In those instances where a change involves both additive and deductive work, the additions and deductions will be netted and the markup percentage adjustments will be applied to the net amount. 131
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k. Contingency. In no event will any lump sum or percentage amounts for "contingency" be allowed to be added as a separate line item in change order estimates. Unknowns attributable to labor hours will be accounted for when estimating labor hours anticipated performing the work. Unknowns attributable to material scrap and waste will be estimated as part of material costs.
l. Insurance and Bonds. In the event the Contractor has been required to furnish insurance and/or bonds as part of the base contract price, a final contract change order will be processed to account for the Contractor's net increase or decrease in insurance costs and/or bond premium costs associated with change orders to Contractor's base Contract Price.

4. Time and Materials Change Orders.
a. General. The term Time and Materials means the sum of all costs reasonably and necessarily incurred and paid by Contractor for labor, materials, and equipment in the proper performance of Additional Work. Except as otherwise may be agreed to in writing by the City, such costs shall be in amounts no higher than those prevailing in the locality of the Project, and shall include only the following items. b. Timely and Final Documentation.
1) T&M Daily Sheets. Contractor must submit timesheets, materials invoices, records of equipment hours, and records of rental equipment hours to the City's Representative for an approval signature each day Additional Work is performed.

Failure to get the City's Representative's approval signature each Day shall result in a waiver of Contractor's right to claim these costs. The City's Representative's signature on time sheets only serves as verification that the Work was performed and is not indicative of City's agreement to Contractor's entitlement to the cost. 2) T&M Daily Summary Sheets. All documentation of incurred costs (“T&M Daily Summary Sheets”) shall be submitted by Contractor within three (3) Days of incurring the cost for labor, material, equipment, and special services as Additional Work is performed. Contractor's actual costs shall be presented in a summary table in an electronic spreadsheet file by labor, material, equipment, and special services. Each T&M Daily Summary Sheet shall include Contractor's actual costs incurred for the Additional Work performed that day and a cumulative total of Contractor's actual costs incurred for the Additional Work. Contractor's failure to provide a T&M Daily Summary Sheet showing a total cost summary within three (3) Days but within five (5) Days of performance of the Work will result in the Contractor's otherwise allowable overhead and profit being reduced by 50% for that portion of Additional Work which was not documented in a timely manner.

Contractor's failure to submit the T&M Daily Summary Sheet within five (5) Days of performance of the Work will result in a total waiver of Contractor's right to claim these costs.
3) T&M Total Cost Summary Sheet. Contractor shall submit a T&M Total Cost Summary Sheet, which shall include total actual costs, within seven (7) Days following completion of City approved Additional Work. Contractor's total actual cost shall be presented in a summary table in an electronic spreadsheet file by labor, material, equipment, and special services. Contractor's failure to submit the T&M Total Cost Summary Sheet within seven (7) Days of completion of the Additional Work will result in
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Contractor's waiver for any reimbursement of any costs associated with the T&M Summary Sheets or the performance of the Additional Work. c. Labor. The Contractor will be paid the cost of labor for the workers used in the actual and direct performance of the Work. The cost of labor will be the sum of the actual wages paid (which shall include any employer payments to or on behalf of the workers for health and welfare, pension, vacation, and similar purposes) substantiated by timesheets and certified payroll for wages prevailing for each craft or type of workers performing the Additional Work at the time the Additional Work is done, and the labor surcharge set forth in the Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates, which is in effect on the date upon which the Work is accomplished and which is a part of the Contract. The labor surcharge shall constitute full compensation for all payments imposed by Federal, State, or local laws and for all other payments made to, or on behalf of, the workers, other than actual wages.
1) Equipment Operator Exception. Labor costs for equipment operators and helpers shall be paid only when such costs are not included in the invoice for equipment rental.
2) Foreman Exception. The labor costs for foremen shall be proportioned to all of their assigned work and only that applicable to the Additional Work shall be paid.

Indirect labor costs, including, without limitation, the superintendent, project manager, and other labor identified in the Contract Documents will be considered Overhead.
d. Materials. The cost of materials reported shall be itemized at invoice or lowest current price at which materials are locally available and delivered to the Project site in the quantities involved, plus the cost of sales tax, freight, delivery, and storage. 1) Trade discounts available to the purchaser shall be credited to the City notwithstanding the fact that such discounts may not have been taken by Contractor.
2) For materials secured by other than a direct purchase and direct billing to the purchaser, the cost shall be deemed to be the price paid to the actual supplier as determined by the City's Representative.
3) Payment for materials from sources owned wholly or in part by the purchaser shall not exceed the price paid by the purchaser for similar materials from said sources on Additional Work items or the current wholesale price for such materials delivered to the Project site, whichever price is lower. 4) If, in the opinion of the City's Representative, the cost of materials is excessive, or Contractor does not furnish satisfactory evidence of the cost of such materials, then the cost shall be deemed to be the lowest current wholesale price for the total quantity concerned delivered to the Project site less trade discounts. 5) The City reserves the right to furnish materials for the Additional Work and no Claim shall be allowed by Contractor for costs of such materials or Indirect Costs or profit on City furnished materials.
e. E quipment .
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1) Rental Time. The rental time to be paid for equipment on the Project site shall be the time the equipment is in productive operation on the Additional Work being performed and, in addition, shall include the time required to move the equipment to the location of the Additional Work and return it to the original location or to another location requiring no more time than that required to return it to its original location; except that moving time will not be paid if the equipment is used on other than the Additional Work, even though located at the site of the Additional Work. (a) Rental Time Not Allowed. Rental time will not be allowed while the equipment is inoperative due to breakdowns.
(b) Computation Method. The following shall be used in computing the rental time of equipment on the Project site.
(1) When hourly rates are paid, any part of an hour less than 30 minutes of operation shall be considered to be 1/2-hour of operation, and any part of an hour in excess of 30 minutes will be considered one hour of operation.
(2) When daily rates are paid, any part of a day less than 4 hours operation shall be considered to be 1/2-day of operation, and any part of an hour in excess of 4 hours will be considered one day of operation. 2) Rental Rates. Contractor will be paid for the use of equipment at the lesser of (i) the actual rental rate, or (ii) the rental rate listed for that equipment in the California Department of Transportation publication entitled Labor Surcharge and Equipment Rental Rates, which is in effect on the date upon which the Contract was executed.

Such rental rates will be used to compute payments for equipment whether the equipment is under Contractor's control through direct ownership, leasing, renting, or another method of acquisition. The rental rate to be applied for use of each item of equipment shall be the rate (i.e., daily, monthly) resulting in the least total cost to the City for the total period of use. If it is deemed necessary by Contractor to use equipment not listed in the publication, an equitable rental rate for the equipment will be established by the City's Representative. Contractor may furnish cost data which might assist the City's Representative in the establishment of the rental rate. 3) Contractor-Owned Equipment.
(a) For Contractor-owned equipment, the allowed equipment rental rate will be limited to the monthly equipment rental rate using a utilization rate of 173 hours per month.
(b) For Contractor-owned equipment, the rental time to be paid for equipment on the Site shall be the time the equipment is in productive operation, unless, in the instance of standby time, the equipment could be actively used by Contractor on another project, then City shall pay for the entirety of the time the equipment is on Site. It shall be Contractor's burden to demonstrate to the City that the equipment could be actively used on another project. 4) All equipment shall, in the opinion of the City's Representative, be in good working condition and suitable for the purpose for which the equipment is to be used. 134
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5) Before construction equipment is used on the Additional Work, Contractor shall plainly stencil or stamp an identifying number thereon at a conspicuous location, and shall furnish to the City's Representative, in duplicate, a description of the equipment and its identifying number and the scheduled Additional Work activities planned.
6) Unless otherwise specified, manufacturer's rating and manufacturer approved modifications shall be used to classify equipment for the determination of applicable rental rates. Equipment which has no direct power unit shall be powered by a unit of at least the minimum rating recommended by the manufacturer. f. Special Services. Special work or services are defined as that Additional Work characterized by extraordinary complexity, sophistication, or innovation or a combination of the foregoing attributes which are unique to the construction industry. 1) Invoices for Special Services. When the City's Representative and Contractor determine that a special service is required which cannot be performed by the forces of Contractor or those of any of its Subcontractors, the special service may be performed by an entity especially skilled in the Additional Work. Invoices for special services based upon the current fair market value thereof may be accepted without complete itemization of labor, material, and equipment rental costs, after validation of market values by the City's Representative. 2) Discount and Allowance. All invoices for special services will be adjusted by deducting all trade discounts offered or available, whether the discounts were taken or not. In lieu of Overhead and Profit specified herein, a total allowance not to exceed fifteen percent (15%) for Overhead and Profit will be added to invoices for Special Services.
3) When the City determines, in its sole discretion, that competitive bidding is necessary for certain special services, Contractor shall solicit competitive bids for those special services.
g. Excluded Costs. The term Time and Material shall not include any of the following costs or any other home or field office overhead costs, all of which are to be considered administrative costs covered by Contractor's allowance for Overhead and Profit. 1) Overhead Cost. Payroll costs and other compensation of Contractor's officers, executives, principals, general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, timekeepers, clerks, and other personnel employed by Contractor whether at the Site or in Contractor's principal office or any branch office, material yard, or shop for general administration of the Additional Work;
2) Office Expenses. Expenses of Contractor's principal and branch offices; 3) Capital Expenses. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Additional Work and charges against Contractor for delinquent payments;
4) Negligence. Costs due to the negligence of Contractor or any Subcontractor or Supplier, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including without limitation the correction of Defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property;
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5) Other. Other overhead or general expense costs of any kind and the cost of any item not specifically and expressly included in the Contract Documents; 6) Small Tools. Cost of small tools valued at less than $1,000 and that remain the property of Contractor;
7) Administrative Costs. Costs associated with the preparation of Change Orders (whether or not ultimately authorized), cost estimates, or the preparation or filing of Claims;
8) Anticipated Lost Profits. Expenses of Contractor associated with anticipated lost profits or lost revenues, lost income or earnings, lost interest on earnings, or unpaid retention;
9) Home Office Overhead. Costs derived from the computation of a “home office overhead” rate by application of the Eichleay, Allegheny, burden fluctuation, or other similar methods;
10) Special Consultants and Attorneys. Costs of special consultants or attorneys, whether or not in the direct employ of Contractor, employed for services specifically related to the resolution of a Claim, dispute, or other matter arising out of or relating to the performance of the Additional Work. h. Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
1) “Net Cost” is defined as consisting of costs of labor, materials, and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond premium will be reimbursed to the Contractor and subcontractors at cost only, without mark-up. Contractor shall provide City with documentation of the costs, including, but not limited to, payroll records, invoices, and such other information as City may reasonably request.
2) For Work performed by the Contractor's forces, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work. 3) For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the subcontractor's Net Cost of the Work to which the Contractor may add five percent (5%) of the subcontractor's Net Cost. 4) For Work performed by a sub-subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the sub-subcontractor's Net Cost for Work to which the subcontractor and general contractor may each add an additional five percent (5%) of the Net Cost of the lower tier subcontractor. 5) No add itional mark-up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five percent (25%) of the Net Cost as defined herein, of the party that performs the Work.
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5. All of the following costs are included in the markups for overhead and profit described above, and Contractor shall not receive any additional compensation for: Submittals, drawings, field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost proposals, schedule analysis, Change Orders, and other supporting documentation; computer services; reproduction services; Salaries of project Architect, superintendent, timekeeper, storekeeper, and secretaries; Janitorial services; Small tools, incidentals and consumables; Temporary On-Site facilities (Offices, Telephones, High Speed Internet Access, Plumbing, Electrical Power, Lighting; Platforms, Fencing, Water), Jobsite and Home office overhead or other expenses; vehicles and fuel used for work otherwise included in the Contract Documents; Surveying; Estimating; Protection of Work; Handling and disposal fees; Final Cleanup; Other Incidental Work; Related Warranties; insurance and bond premiums.

6. For added or deducted Work by subcontractors, the Contractor shall furnish to the City the subcontractor's signed detailed record of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub- subcontractors.

7. For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to the City a detailed record of the cost to the Contractor, signed by such vendor or supplier.

8. An y change in the Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an increase in the Contract Price; overhead and profit allowances shall not be applied if the net total cost is a deduction to the Contract Price. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed.

9. Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the Change Order for Work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the City's change order form in an attempt to reserve additional rights.

10. If the City disagrees with the proposal submitted by Contractor, it will notify the Contractor and the City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with the City, a Change Order will be issued by the City. If no agreement can be reached, the City shall have the right to issue a unilateral Change Order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to the City within fifteen (15) Days of the issuance of the unilateral Change Order, disputing the terms of the unilateral Change Order, and providing such supporting documentation for its position as the City may require.

C. C hange of Contract Times.

1. The Contract Times may only be changed by a Change Order. 137
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2. All changes in the Contract Price and/or adjustments to the Contract Times related to each change shall be included in Contractor's COR pursuant to this Section. No cost or time will be allowed for cumulative effects of multiple changes. All Change Orders must state that the Contract Time is not changed or is either increased or decreased by a specific number of days. Failure to include a change to time shall waive any change to the time unless the parties mutually agree in writing to postpone a determination of the change to time resulting from the Change Order.

3. Notice of the amount of the request for adjustment in the Contract Times with supporting data shall be delivered within seven (7) Days after such start of occurrence. No extension of time or additional compensation shall be given for a delay if the Contractor failed to give notice in the manner and within the time prescribed.

4. City may elect, at City's sole discretion, to grant an extension in Contract Times, without Contractor's request, because of delays or other factors.

5. Use of Float and Critical Path.
a. Float is for the benefit of the Project. Float shall not be considered for the exclusive use or benefit of either the City or the Contractor.
b. Any difference in time between the Contractor's early completion and the Contract Time shall be considered a part of the Project float. Contractor shall not be entitled to compensation, and City will not compensate Contractor, for delays which impact early completion.

6. Contractor's entitlement to an extension of the Contract Times is limited to a City-caused extension of the critical path, reduced by the Contractor's concurrent delays, and established by a proper time impact analysis. No time extension shall be allowed unless, and then only to the extent that, the City-caused delay extends the critical path beyond the previously approved Contract Time.
a. Contractor shall not be entitled to an adjustment in the Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor.
b. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions (as determined by the City), Acts of God, acts or failures to act of utility owners not under the control of City, or other causes not the fault of and beyond control of City and Contractor, then Contractor shall be entitled to an time extension when the Work stopped is on the critical path. Such a non- compensable adjustment shall be Contractor's sole and exclusive remedy for such delays. Contractor must submit a timely request in accordance with the requirements of this Section.
c. U tility -Related Delays.
1) Contractor shall immediately notify in writing the utility owner and City's Representative of its construction schedule and any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. Requests for extensions of time arising out of utility relocation or repair delays shall be filed in accordance with this Section. 2) Contractor shall not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, as noted in the Contract Documents or by the Underground Service Alert survey. 138
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7. Content for Requests for Contract Extension. Contractor's justification for entitlement shall be clear and complete, citing specific Contract Document references and reasons on which the Contractor's entitlement is based. At a minimum, each request for a time extension must include:
a. Each request for an extension of Contract Time must identify the impacting event, in narrative form, providing a description of the delay event and sufficient justification as to why the Contractor is entitled to a time extension. Contractor must demonstrate that the delay arises from unforeseeable causes beyond the control and without the fault or negligence of both Contractor and any Subcontractors or Suppliers, or any other persons or organizations employed by any of them or for whose acts any of them may be liable, and that such causes in fact lead to performance or completion of the Work, or specified part in question, beyond the corresponding Contract Times, despite Contractor's reasonable and diligent actions to guard against those effects. b. Each request for an extension of Contract Time must include a time impact analysis in CPM format, using the Contemporaneous Impacted As-Planned Schedule Analysis to calculate the impact of the delay event.

8. No Damages for Reasonable Delay.
a. City's liability to Contractor for delays for which City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs.
b. Damages caused by unreasonable City delay that impact the critical path, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be compensated at the Daily Rate established in the Special Conditions. No other calculations, proportions or formulas shall be used to calculate any delay damages.
c. City and City's Representative, and the officers, members, partners, employees, agents, consultants, or subcontractors of each of them, shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project.

9. Contractor's failure, neglect, or refusal to comply with the requirements of the Contract Documents, or any portion thereof, shall bar Contractor's request for extensions of the Contract Times. Such failure, neglect, or refusal prejudices City's and City's Representative's ability to recognize and mitigate delay, and such failure, neglect, or refusal prevent the timely analysis of requests for extensions of Contract Times, and whether such extensions may be warranted. Contractor hereby waives all rights to extensions of Contract Times due to delays or accelerations that result from or occur during periods of time for which Contractor fails, neglects, or refuses to fully comply with the requirements of this Section. 139
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1.45 FINAL ACCEPTANCE AND PAYMENT
A. The acceptance of the Work on behalf of the City will be made by the Architect. Such acceptance by the City shall not constitute a waiver of defects. When the Work has been accepted there shall be paid to Contractor a sum equal to the contract price less any amounts previously paid Contractor and less any amounts withheld by the City from Contractor under the terms of the contract. The final five percent (5%), or the percentage specified in the notice inviting bids where the City has adopted a finding of substantially complete, shall not become due and payable until five (5) calendar days shall have elapsed after the expiration of the period within which all claims may be filed under the provisions of Civil Code section 9356. If the Contractor has placed securities with the City as described herein, the Contractor shall be paid a sum equal to one hundred percent (100%) of the contract price less any amounts due the City under the terms of the Contract.

B. Unless Contractor advises the City in writing prior to acceptance of the final five percent (5%) or the percentage specified in the notice inviting bids where the City has adopted a finding of substantially complete, or the return of securities held as described herein, said acceptance shall operate as a release to the City of all claims and all liability to Contractor for all things done or furnished in connection with this work and for every act of negligence of the City and for all other claims relating to or arising out of this work. If Contractor advises the City in writing prior to acceptance of final payment or return of the securities that there is a dispute regarding the amount due the Contractor, the City may pay the undisputed amount contingent upon the Contractor furnishing a release of all undisputed claims against the City with the disputed claims in stated amounts being specifically excluded by Contractor from the operation of the release. No payments, however, final or otherwise, shall operate to release Contractor or its sureties from the Faithful Performance Bond, Labor and Material Payment Bond, or from any other obligation under this contract.

C. In ca se of suspension of the contract any unpaid balance shall be and become the sole and absolute property of the City to the extent necessary to repay the City any excess in the cost of the Work above the contract price.

D. Final payment shall be made no later than 60 days after the date of acceptance of the Work by the City or the date of occupation, beneficial use and enjoyment of the Work by the City including any operation only for testing, start-up or commissioning accompanied by cessation of labor on the Work, provided that a release of liens and claims has been received from the Contractor pursuant to Civil Code section 8136. In the event of a dispute between the City and the Contractor, the City may withhold from the final payment an amount not to exceed 150% of the disputed amount.

E. Contractor shall sign and submit Form CC4 - Final Release Form, with its final payment request.

F. Within ten (10) calendar days from the time that all or any portion of the retention proceeds are received by Contractor, Contractor shall pay each of its subcontractors from whom retention has been withheld each subcontractor's share of the retention received. However, if a retention payment received by Contractor is specifically designated for a particular subcontractor, payment of the retention shall be made to the designated subcontractor if the payment is consistent with the terms of the subcontract.
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1.46 OCCUPANCY
A. The City reserves the right to occupy or utilize any portion of the Work at any time before completion, and such occupancy or use shall not constitute acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.

1.47 INDEMNIFICATION
A. To the fullest extent permitted by law, Contractor shall immediately defend (with counsel of the City's choosing), indemnify and hold harmless the City, officials, officers, agents, employees, and representatives, and each of them from and against:

1. Any and all claims, demands, causes of action, costs, expenses, injuries, losses or liabilities, in law or in equity, of every kind or nature whatsoever, but not limited to, injury to or death, including wrongful death, of any person, and damages to or destruction of property of any person, arising out of, related to, or in any manner directly or indirectly connected with the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorney's fees and other related costs and expenses, however caused, regardless of whether the allegations are false, fraudulent, or groundless, and regardless of any negligence of the City or its officers, employees, or authorized volunteers (including passive negligence), except the sole negligence or willful misconduct or active negligence of the City or its officials, officers, employees, or authorized volunteers.

2. C ontractor's defense and indemnity obligation herein includes, but is not limited to damages, fines, penalties, attorney's fees and costs arising from claims under the Americans with Disabilities Act (ADA) or other federal or state disability access or discrimination laws arising from Contractor's Work during the course of construction of the improvements or after the Work is complete, as the result of defects or negligence in Contractor's construction of the improvements.

3. Any and all actions, proceedings, damages, costs, expenses, fines, penalties or liabilities, in law or equity, of every kind or nature whatsoever, arising out of, resulting from, or on account of the violation of any governmental law or regulation, compliance with which is the responsibility of Contractor;

4. Any and all losses, expenses, damages (including damages to the Work itself), attorney's fees, and other costs, including all costs of defense which any of them may incur with respect to the failure, neglect, or refusal of Contractor to faithfully perform the Work and all of Contractor's obligations under the agreement. Such costs, expenses, and damages shall include all costs, including attorney's fees, incurred by the indemnified parties in any lawsuit to which they are a party.

B. C ontractor shall immediately defend, at Contractor's own cost, expense and risk, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against the City, its officials, officers, agents, employees and representatives. Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the City, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse the City, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code section 2782.
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1.48 PROCEDURE FOR RESOLVING DISPUTES
Contractor shall timely comply with all notices and requests for changes to the Contract Time or Contract Price, including but not limited to all requirements of Section 1.44, Changes and Extra Work, as a prerequisite to filing any claim governed by this Section. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the Contract Price or Contract Time, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the Contract or at law.

A. 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 arbitration 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 Section 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.

B. C laims. For purposes of this Section, “Claim” means a separate demand by the Contractor, after a change order duly requested in accordance with Section 1.44 “Changes and Extra Work” 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. A “Claim” does not include any demand for payment for which the Contractor has failed to provide notice, request a change order, or otherwise failed to follow any procedures contained in the Contract Documents. 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 procedures contained in Section 1.44, Changes and Extra Work, and Contractor's request for a change has been denied in whole or in part. Claims governed by this Section must be filed no later than fourteen (14) days after a request for change has been denied in whole or in part or af ter any other event giving rise to the Claim. The Claim shall be submitted in writing to the City and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing herein 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.

C. S upporting 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
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
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7. If Contractor's claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the Project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.

8. Cover letter and certification of validity of the claim, including any claims from subcontractors of any tier, in accordance with Government Code section 12650 et seq.

D. City's Response. Upon receipt of a claim pursuant to this 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 City issues its written statement.

1. If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City's governing body does not meet within the 45 Days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three Days following the next duly publicly noticed meeting of the City's governing body after the 45-Day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

2. W ithin 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. 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 $15,000, within 15 Days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

E. Meet and Confer. If the Contractor disputes 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 in writing an informal conference to 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.

F. M ediation. 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 Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business Days after the disputed portion of the claim has been identified in writing, 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. 143
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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 Public Contract Code 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.

G. Procedures After Mediation. 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 prior to initiating litigation. 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 subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.

H. C ivil Actions. The following procedures are established for all civil actions filed to resolve claims of $375,000 or less:

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 this Contract. 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. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney's fees on appeal of the other party. 144
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I. 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 Sections 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 claim 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
J. Non-Waiver. 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.

1.49 C ITY'S RIGHT TO TERMINATE CONTRACT
A. Termination for Cause by the City:

1. In the sole estimation of the City, if the Contractor refuses or fails to prosecute the Work or any separable part thereof with such diligence as will insure its completion within the time specified by the Contract Documents, or any extension thereof, or fails to complete such Work within such time, or if the Contractor should be adjudged a bankrupt, or if it should make a general assignment for the benefit of its creditors, or if a receiver should be appointed on account of its insolvency, or the Contractor or any of its subcontractors should violate any of the provisions of this Contract, the City may serve written notice upon the Contractor and its Surety of the City's intention to terminate this Contract. This notice of intent to terminate shall contain the reasons for such intention to terminate this Contract, and a statement to the effect that the Contractor's right to perform this Contract shall cease and terminate upon the expiration of ten (10) calendar days unless such violations have ceased and arrangements satisfactory to the City have been made for correction of said violations.

2. In t he event that the City serves such written notice of termination upon the Contractor and the Surety, the Surety shall have the right to take over and perform the Contract. If the Surety does not: (1) give the City written notice of Surety's intention to take over and commence performance of the Contract within 15 calendar days of the City's service of said notice of intent to terminate upon Surety; and (2) actually commence performance of the Contract within 30 calendar days of the City's service of said notice upon Surety; then the City may take over the Work and prosecute the same to completion by separate contract or by any other method it may deem advisable for the account and at the expense of the Contractor. 145
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3. In the event that the City elects to obtain an alternative performance of the Contract as specified above: (1) the City may, without liability for so doing, take possession of and utilize in completion of the Work such materials, appliances, plants and other property belonging to the Contractor that are on the site and reasonably necessary for such completion (A special lien to secure the claims of the City in the event of such suspension is hereby created against any property of Contractor taken into the possession of the City under the terms hereof and such lien may be enforced by sale of such property under the direction of the City without notice to Contractor. The proceeds of the sale after deducting all expenses thereof and connected therewith shall be credited to Contractor. If the net credits shall be in excess of the claims of the City against Contractor, the balance will be paid to Contractor or Contractor's legal representatives.); and (2) Surety shall be liable to the City for any cost or other damage to the City necessitated by the City securing an alternate performance pursuant to this Section.

B. Termination for Convenience by the City:

1. T he City may terminate performance of the Work called for by the Contract Documents in whole or, from time to time, in part, if the City determines that a termination is in the City's interest.

2. The Contractor shall terminate all or any part of the Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of the City, the extent of termination, and the Effective Date of such termination.

3. After receipt of Notice of Termination, and except as directed by the City's Representative, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:
a. Stop Work as specified in the Notice.
b. Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents. c. Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Document is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety. d. T erminate all subcontracts to the extent that they relate to the portions of the Work terminated.
e. Place no further subcontracts or orders, except as necessary to complete the continued portion of the Contract.
f. Submit to the City's Representative, within ten (10) calendar days from the Effective Date of the Notice of Termination, all of the usual documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the Contract documents to incur, shall: (1) be submitted to and received by the Architect no later than 30 calendar days after the Effective Date of the Notice of Termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.”

4. Termination of the Contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the Work performed.
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5. In the event that the City exercises its right to terminate this Contract pursuant to this clause, the City shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the Contract Documents, the following amounts:
a. All actual reimbursable costs incurred according to the provisions of this Contract. b. A reasonable allowance for profit on the cost of the Work performed, provided Contractor establishes to the satisfaction of the City's Representative that it is reasonably probable that Contractor would have made a profit had the Contract been completed and provided further, that the profit allowed shall in no event exceed fifteen (15%) percent of the costs.
c. A reasonable allowance for Contractor's administrative costs in determining the amount payable due to termination of the Contract under this Section.

C. Notwithstanding any other provision of this Section, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of the City or the Contract is terminated.

1.50 W ARRANTY AND GUARANTEE OF WORK
A. Contractor hereby warrants that materials and Work shall be completed in conformance with the Contract Documents and that the materials and Work provided will fulfill the requirements of this Warranty. Contractor hereby agrees to repair or replace, at the discretion of the City, any or all Work that may prove to be defective in its workmanship, materials furnished, methods of installation or fail to conform to the Contract Document requirements together with any other Work which may be damaged or displaced by such defect(s) within a period of one (1) year from the date of the Notice of Completion of the Project without any expense whatever to the City, ordinary wear and tear and unusual abuse and neglect excepted. Contractor shall be required to promptly repair or replace defective equipment or materials, at Contractor's option. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor.

B. For any Work so corrected, Contractor's obligation hereunder to correct defective Work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected Work. The reinstatement of the one (1) year warranty shall apply only to that portion of work that was corrected. Contractor shall perform such tests as City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Contract. In the event of Contractor's failure to comply with the above- mentioned conditions within ten (10) calendar days after being notified in writing of required repairs, 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 immediately upon demand. 147
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C. In addition to the warranty set forth in this Section, Contractor shall obtain for City all warranties that would be given in normal commercial practice and assign to City any and all manufacturer's or installer's warranties for equipment or materials not manufactured by Contractor and provided as part of the Work, to the extent that such third-party warranties are assignable and extend beyond the warranty period set forth in this Section. Contractor shall furnish the City with all warranty and guarantee documents prior to final Acceptance of the Project by the City as required.

D. When specifically indicated in the Contract Documents or when directed by the Architect, the City may furnish materials or products to the Contractor for installation. In the event any act or failure to act by Contractor shall cause a warranty applicable to any materials or products purchased by the City for installation by the Contractor to be voided or reduced, Contractor shall indemnify City from and against any cost, expense, or other liability arising therefrom, and shall be responsible to the City for the cost of any repairs, replacement or other costs that would have been covered by the warranty but for such act or failure to act by Contractor.

E. T he Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.

F. The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) calendar days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the City shall have the right to replace, repair or otherwise remedy the defect, or damage at the Contractor's expense.

G. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, the City may undertake at Contractor's expense, and without prior notice, all Work necessary to correct such condition.

H. Acceptance of Defective Work.

1. If, instead of requiring correction or removal and replacement of Defective Work, the City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to City's evaluation of and determination to accept such Defective Work and for the diminished value of the Work.

2. If any acceptance of defective work occurs prior to release of the Project Retention, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work and all costs incurred by City.

3. If the Project Retention is held in an escrow account as permitted by the Contract Documents, Contractor will promptly alert the escrow holder, in writing, of the amount of Retention to be paid to City.

4. If the acceptance of Defective Work occurs after release of the Project Retention, an appropriate amount will be paid by Contractor to City.

I. City May Correct Defective Work.

1. If Contractor fails within a reasonable time after written notice from City's Representative to correct Defective Work, or to remove and replace rejected Work as required by City, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) Days' written notice to Contractor, correct, or remedy any such deficiency. 148
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2. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City and City's Representative, and the agents, employees, other contractors, and consultants of each of them, access to the Site to enable City to exercise the rights and remedies to correct the Defective Work.

3. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by City correcting the Defective Work will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions into the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price.

4. Such claims, costs, losses and damages will include, but not be limited to, all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Defective Work.

5. If the Change Order is executed after all payments under the Contract have been paid by City and the Project Retention is held in an escrow account as permitted by the Contract Documents, Contractor will promptly alert the escrow holder, in writing, of the amount of Retention to be paid to City.

6. If the Change Order is executed after release of the Project Retention, an appropriate amount will be paid by Contractor to City.

7. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to City correcting Defective work.

J. Nothing in the Warranty or in the Contract Documents shall be construed to limit the rights and remedies available to City at law or in equity, including, but not limited to, Code of Civil Procedure section 337.15.

1.51 DOCUMENT RETENTION & EXAMINATION
A. In accordance with Government Code section 8546.7, records of both the City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment.

B. Contractor shall make available to the City any of the Contractor's other documents related to the Project immediately upon request of the City.

C. In add ition to the State Auditor rights above, the City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the City, for a period of four (4) years after final payment.

1.52 SEPARATE CONTRACTS
A. The City reserves the right to let other contracts in connection with this Work or on the Project site.

Contractor shall permit other contractors’ reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.

B. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Architect any problems with the Work in place or discrepancies with the Contract Documents.
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C. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project.

Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Architect shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.

1.53 NOTICE AND SERVICE THEREOF
A. All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor's principal place of business unless Contractor designates another address in writing for service of notice. Notice to City shall be addressed to the City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) calendar days after being sent by first class mail, whichever is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.

1.54 NO TICE OF THIRD-PARTY CLAIMS
A. Pursuant to Public Contract Code section 9201, the City shall provide the Contractor with timely notification of the receipt of any third-party claims relating to the Contract. The City is entitled to recover reasonable costs incurred in providing such notification.

1.55 STATE LICENSE BOARD NOTICE
A. Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate 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.

1.56 INTEGRATION
A. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.

B. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of the City and Contractor.
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1.57 ASSIGNMENT OF CONTRACT
A. Contractor shall not assign, transfer, convey, sublet or otherwise dispose of the rights or title of interest of any or all of this contract without the prior written consent of the City. Any assignment or change of Contractor's name of legal entity without the written consent of the City shall be void.

Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.

1.58 CHANGE IN NAME AND NATURE OF CONTRACTOR'S LEGAL ENTITY A. Should a change be contemplated in the name or nature of the Contractor's legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected on the Contract and all related documents. No change of Contractor's name or nature will affect City's rights under the Contract, including but not limited to the bonds.

1.59 AS SIGNMENT OF ANTITRUST ACTIONS
A. Pursuant to Public Contract Code section 7103.5, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor 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 USC, 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 the purchase of goods, services, or materials pursuant to this contract or any subcontract. This assignment shall be made and become effective at the time the City tenders final payment to the Contractor, without further acknowledgment by the parties.

1.60 PROHIBITED INTERESTS
A. No City official or representative who is authorized in such capacity and on behalf of the City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

1.61 CO NTROLLING LAW
A. Notwithstanding any subcontract or other contract with any subcontractor, supplier, or other person or organization performing any part of the Work, this Contract shall be governed by the law of the State of California, excluding any choice of law provisions.

1.62 JURISDICTION; VENUE
A. Contractor and any subcontractor, supplier, or other person or organization performing any part of the Work agrees that any action or suits at law or in equity arising out of or related to the bidding, award, or performance of the Work shall be maintained in the Superior Court of Santa Barbara County, California, and expressly consent to the jurisdiction of said court, regardless of residence or domicile, and agree that said court shall be a proper venue for any such action. 151
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1.63 LAWS AND REGULATIONS
A. Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified. If Contractor observes that drawings and specifications are at variance therewith, it shall promptly notify the Architect in writing, and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, it shall bear all costs arising therefrom.

B. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations.

1.64 PATENTS
A. Contractor shall hold and save the City, officials, officers, employees, and authorized volunteers harmless from liability of any nature or kind of claim therefrom including costs and expenses for or on account of any patented or unpatented invention, article or appliance manufactured, furnished or used by Contractor in the performance of this contract.

1.65 OWNERSHIP OF CONTRACT DOCUMENTS
A. All Contract Documents furnished by the City are City property. They are not to be used by Contractor or any subcontractor on other work, nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to the City on request at completion of the Work.

1.66 NO TICE OF TAXABLE POSSESSORY INTEREST
A. In accordance with Revenue and Taxation Code section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.

1.67 SURVIVAL OF OBLIGATIONS
A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor.

1.68 RELATED REQUIREMENTS
A. Section 01 33 00 - Submittal Procedures
B. Section 00 73 00 - Special Conditions.

C. Section 01 25 13 - Product Procedures For Substitution And “Or Equal”

SUPPLEMENTARY CONDITIONS

2.01 REFER TO DOCUMENT 00 73 00 - SPECIAL CONDITIONS FOR AMENDMENTS TO THESE GENERAL CONDITIONS.

END OF SECTION
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PART 1 GENERAL

1.01 SUMMARY

SECTION 00 73 00

SPECIAL CONDITIONS
DIVISION 00
A. These Special Conditions amend and supplement the General Conditions defined in Document 00 72 00 - General Conditions and other provisions of Contract Documents as indicated below. Provisions that are not so amended or supplemented remain in full force and effect.

B. The terms used in these Supplementary (Special) Conditions that are defined in the General Conditions have the meanings assigned to them in the General Conditions.

PART 2 MODIFICATIONS TO GENERAL CONDITIONS

2.01 ARCHITECT OF RECORD.

A. For purposes of this Project, the Architect of Record is Charles Dellinger, AIA of RRM Design Group.

2.02 DESIGNATION OF CITY'S REPRESENTATIVE.

A. Unless otherwise modified by the City, the City's Representative shall be Patrick Zuroske, Project Manager, General Services Department.

2.03 LOCATION OF THE PROJECT.

A. The Project is located at 130 Cremona Drive, Goleta, California, 93117 (Project Site).

2.04 STATUS OF THE PROJECT AREA AND RIGHTS-OF-WAY.

A. City, at its expense, will provide all rights-of-way or permits, or both, covering the crossing of private property and public and private rights-of-way necessary for the permanent Work; provided, however, Contractor shall, at its expense, obtain any bonds or insurance policies or pay any fees and enter into any agreements required by a controlling authority, e.g., Caltrans, Goleta Water District, etc. before Contractor enters upon any property or right-of-way under the jurisdiction of any such controlling authority for the purpose of performing Work.

B. C
ity has acquired or is negotiating to acquire any rights-of-way, or both, necessary for the permanent Work.

C. If such permits are required, all operations of the Contractor shall conform to the restrictions, regulations, and requirements set forth in said permits, copies of which will be included in the Contract Documents.

D. Contractor may be required, as a condition for receiving final payment, to obtain, and provide City's Representative with copies of, executed damage releases from the owners of public and private property whose property has been damaged by the Work. The damage releases will be on a form provided by City.

E. Contractor shall, also, as a condition for receiving final payment, obtain, and provide City's Representative with copies of, executed damage releases from the owners of certain public and private property or areas which have been crossed by the Work or otherwise affected by the Work. The damage releases will be on a form provided by City.

2.05 MODIFICATION OF HOURS OF WORK.

A. Pursuant to Chapter 17.39 of the Goleta Municipal Code, construction hours are limited to 8:00 a.m. to 5:00 p.m. Monday through Friday. Contractor may request a modification to construction hours from the City.

2.06 PR OJECT RETENTION
A. In accordance with Public Contract Code § 7201, City will withhold 5% of each progress payment as retention on the Project.
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2.07 CONTRACT TIME
A. The Contract Time shall commence on the date established in the Notice to Proceed. The Contractor shall have 100 calendar days to complete all work called for in the Contract Documents.

2.08 LIQUIDATED DAMAGES DUE TO CONTRACTOR DELAY.

A. Time is of the essence. Should Contractor fail to complete all or any part of the Work within the time specified in the Contract Documents, City will suffer damage, the amount of which is difficult, if not impossible, to ascertain and, pursuant to the authority of Government Code section 53069.85, City shall therefore be entitled to $1,800 per Day as liquidated damages for each Day or part thereof that actual completion extends beyond the time specified.

B. Liquidated damages may be deducted from progress payments due Contractor, Project retention or may be collected directly from Contractor, or from Contractor's surety. These provisions for liquidated damages shall not prevent City, in case of Contractor's default, from terminating the Contractor.

2.09 REVERSE LIQUIDATED DAMAGES DUE TO UNREASONABLE CITY DELAY.

A. In compliance with the provisions of California Public Contract Code § 7102, the Contractor will be compensated for damages incurred due to delays in completing the Work due solely to the fault of the City, where such delay is unreasonable under the circumstances and not contemplated by the parties and such delay is not the result of Additional Work. The Contractor and City agree that determining actual damages is impracticable and extremely difficult. As such, the Contractor shall be entitled to the appropriate time extension and to payment of liquidated damages in the sum of $1,200 per Day of delay in excess of the time specified for the Completion of the Work.

Such amount shall constitute the only payment allowed and shall necessarily include all overhead (direct or indirect), all profit, all administrative costs, all bond costs, all labor, materials, equipment and rental costs, and any other costs, expenses and fees incurred or sustained as a result of such delay. The Contractor expressly agrees to be limited solely to the liquidated damages for all such delays as defined in this subsection.

2.10 U TILITY OUTAGES – NOTICES TO RESIDENTS.

A. Should Contractor's operations require interruption of any utility service, Contractor shall notify City at least ten (10) Days prior to the scheduled outage. Contractor will notify all impacted residents on a form provided by City at least seven (7) Days prior to the scheduled outage.

B. Contractor shall be responsible for providing, at its cost, any temporary utility or facilities necessitated by the utility outage.

2.11 NOISE RESTRICTIONS
A. Contractor shall comply with noise restrictions set forth in Chapter 17.39 of the Goleta Municipal Code.

B. Contractor shall use only such equipment on the Work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by Cal/OSHA.

C. Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements
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D. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced.

Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.

2.12 BUILDER'S RISK [“ALL RISK”].

A. City will provide Builder's Risk [“All Risk”] insurance as described in 00 72 00 General Conditions Section 1.38 (G) Builder's Risk [All Risk].

PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED

END OF SECTION

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PART 1 - GENERAL

1.01 COORDINATION AND COOPERATION WITH OTHERS
A. During the course of the work to be performed under this contract, it is expected that public agencies, utility companies, and other contractors will be performing work in the immediate vicinity. The Contractor shall notify the other public agencies, utilities, and contractors affected at least five (5) working days prior to beginning construction. The Contractor under this contract shall schedule the work and coordinate his operation with others so as to minimize conflicts and interference between his operations and those of other contractors.

B. Agencies that may be performing work in the immediate vicinity may include, but are not limited to:

1. City of Goleta

2. Goleta Water District

3. Goleta Sanitary District

4. Goleta West Sanitary District

5. Southern California Edison (SCE)

6. Southern California Gas Company

7. Frontier (Telephone)

8. Santa Barbara Flood Control District

9. Cox Communications

10. Bay Alarm

1.02 QUALITY CONTROL
A. The Contractor shall be responsible for verifying all dimensions in the field and shall check all field conditions continuously during construction.

B. The Contractor shall inspect related and appurtenant work and shall report in writing to the OAR any conditions that may prevent proper completion of the work.

C. T he Work shall be conducted under the general observation of the OAR and shall be subject to intermittent or continuous inspection to assure strict compliance with the requirements of the Contract Documents.

D. The work hereunder shall be under the general direction of the OAR, acting directly and through his or her authorized representatives. The presence of an inspector, however, shall not relieve the Contractor of the responsibility for the proper execution of the Work in accordance with all requirements of the Contract Documents. Compliance with Contract Documents is distinctly a duty of the Contractor and said duty shall not be avoided by any act or omission on the part of an inspector.

E. All materials and articles furnished by the Contractor shall be subject to rigid inspection, and no material or articles shall be used in the Work until it has been inspected and accepted by the OAR.

F. Unless otherwise specified, all sampling and testing shall be in accordance with the methods prescribed in the current standards of the ASTM or other specified published standards, as applicable to the class and nature of the article or materials considered.

G. Samples and test specimens required under the Contract Documents shall be furnished by the Contractor and prepared for testing in ample time for the completion of the necessary tests and analyses before the subject materials or articles are to be used. The Contractor shall furnish all required test specimens at its own expense. The cost of any test which shows unsatisfactory results shall be borne by the Contractor.

H. W henever the Contractor is ready to backfill, bury, cast in concrete, hide, or otherwise cover or make inaccessible any work under the Contract, the Contractor shall notify the OAR not less than 158
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24 hours in advance of beginning any such work so that the required inspections can be scheduled and performed. Failure of the Contractor to notify the OAR at least 24 hours in advance of any such work shall be reasonable cause for the OAR to require sufficient delay in the Contractor's schedule to allow time for such inspections and any remedial or corrective work required. All costs of such delays, including its impact or effect upon other portions of the Work shall be borne by the Contractor.

1.03 PROTECTION OF EXISTING FACILITIES
A. All oil, gasoline, power, telephone, communication, gas, water, irrigation, sewer, and storm drain facilities, both underground and overhead, encountered along the line of the Work shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the OAR are made with the owner of said facilities.

B. Prior to any construction in the vicinity of existing underground facilities, the Contractor shall notify the Underground Service Alert agency and the authorized representatives of such utility owners or agencies not less than 3 days nor more than 7 days prior to construction so that a representative of said owners or agencies can be present during such work if they so desire.

C. T he right is reserved to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way, or easement for the purpose of making changes in their property made necessary by the Work of this Contract.

D. The Contractor shall protect all existing utilities and improvements not designated for removal and shall restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than they were prior to such damage or temporary relocation, all in accordance with requirements of the Contract Documents
E. The Contractor shall not perform any work that would affect oil, gas, sewer, or water pipelines, telephone, communications, or electric lines, fences or other structures, nor shall the Contractor enter upon the right-of-way involved until notified by the OAR that the necessary authorization has been secured from the proper party. After authorization has been obtained, the Contractor shall give said party due notice of its intention to begin work and shall give said party convenient access and every facility for removing, shoring, supporting, or otherwise protecting such pipeline, line, or structure, and for replacing same.

F. Existing utility lines that are discovered during excavation operations shall be protected from damage during excavation and backfilling and, if damaged, shall be immediately repaired by the Contractor. The Contractor shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary. When utility lines that are to be removed are encountered, the Contractor shall notify the OAR a sufficient time in advance for the necessary measures to be taken to prevent interruption of service.
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G. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which are not made known to the Contractor prior to excavation, a written report thereof shall be made immediately to the OAR. If directed by the OAR, repairs shall be made by the Contractor under the provisions for changes and extra work contained in the General Provisions. All costs of locating, repairing damage not due to failure of the Contractor to exercise reasonable care, and removing or relocating such utility facilities not shown in the Contract Documents with reasonable accuracy, and for equipment on the project which was actually working on that portion of the work which was interrupted or idled by removal or relocation of such utility facilities, and which was necessarily idled during such work will be paid for as extra work in accordance with the provisions of the General Provisions.

H. The Contractor shall be responsible for and shall repair all damage caused by its operations even in the event such damage occurs after backfilling or is not discovered until after completion of the backfilling. All repairs to a damaged improvement are subject to inspection and approval by an authorized representative of the improvement owner before being concealed by backfill or other work.

I. W here the proper completion of the Work requires the temporary or permanent removal and/or relocation of an existing utility or other improvement which is shown, the Contractor, without unnecessary delay, shall temporarily replace or relocate such utility or the facility. Restoration to former location shall be accomplished by the Contractor in a manner that will restore or replace the utility or improvement as nearly as possible to its former locations and to as good or better condition than found prior to removal.

J. The Contractor shall not destroy, remove, or otherwise disturb any existing survey markers or other existing street or roadway markers without proper authorization. No pavement breaking or excavation shall be started until all survey or other permanent marker points that will be disturbed by the construction operations have been properly referenced for easy and accurate restoration.

All survey markers or points disturbed by the Contractor shall be accurately restored by the Contractor at the Contractor's expense after all street or roadway resurfacing has been completed.

K. All paved areas, including curbs and berms, cut or damaged during construction shall be replaced with similar materials and of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the permit of the governing agency. All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement.

1. W herever sidewalks, driveways, or private roads have been removed for purposes of construction, the Contractor shall place suitable temporary sidewalks or roadways promptly after backfilling and shall maintain them in satisfactory condition for the period of time fixed by the governing agency before proceeding with the final restoration or, if no such period of times is so fixed, the Contractor shall maintain temporary sidewalks or roadways until the final restoration has been made.

1.04 POTHOLING AND LOCATING EXISTING UNDERGROUND FACILITIES A. The Contractor shall notify Underground Service Alert (USA) at least 48 hours in advance of any construction or potholing and make arrangements for the existing utilities to be marked by the affected utility companies.
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B. The Contractor shall verify the exact location, depth, alignment, and grade of all utilities shown on the construction drawings and marked as part of the USA procedure. The Contractor shall make exploratory excavations (potholing) of all utilities that may interfere with the Work. All such exploratory excavations shall be performed as soon as practicable after award of contract and, in any event, a sufficient time in advance of construction to avoid possible delays to the Contractor's work. When such exploratory excavations show the utility location as shown to be in error, the Contractor shall immediately notify the OAR.

1. The Contractor shall pothole and locate the existing underground utilities at locations where connections will be made to existing utilities or where proposed facilities cross existing utilities and as shown on the drawings prior to submitting shop drawings. The Contractor shall submit the pothole data to the OAR for review. The OAR will not review any submittals by the Contractor until the potholing is completed and the pothole data has been submitted to the OAR for review. No extension of time or additional compensation will be made for delays caused by the failure of the Contractor to complete the potholing in a timely manner.

C. Al l costs incurred in exposing and locating the existing utilities including all labor, tools, equipment for excavation, backfill and restoring existing surface improvements, shall be borne by the Contractor. The Contractor shall bear the cost of repairing or replacing any existing utility damaged by his potholing work.

1.05 TEMPORARY ENVIRONMENTAL CONTROLS
A. The use of explosives on the Work will NOT be permitted.

B. The Contractor shall furnish all labor, equipment, and means required and shall carry out effective measures wherever and as often as necessary to prevent its operation from producing dust in amounts damaging to property, cultivated vegetation, or domestic animals, or causing a nuisance to persons living in or occupying buildings in the vicinity. The Contractor shall be responsible for any damage resulting from any dust originating from its operations. The Contractor's dust abatement measures shall be in accordance with the Santa Barbara County Air Pollution Control District standard dust mitigation measures and any other appropriate agency's dust abatement measures.

C. During the progress of the Work, the Contractor shall keep the site of the Work and other areas used by it in a neat and clean condition, and free from any accumulation of rubbish. The Contractor shall dispose of all rubbish and waste materials of any nature occurring at the Work site and shall establish regular intervals of collection and disposal of such materials and waste.

The Contractor shall also keep its haul roads free from dirt, rubbish, and unnecessary obstructions resulting from its operations. Disposal of all rubbish and surplus materials shall be off the site of construction in accordance with all applicable laws and regulations.

D. F ixed or portable chemical toilets shall be provided by the Contractor wherever needed for the use of employees. The Contractor shall establish a regular daily collection of all sanitary and organic wastes. All wastes and refuse from sanitary facilities provided by the Contractor or organic material wastes from any other source related to the Contractor's operations shall be disposed of away from the site in a manner satisfactory to the OAR and in accordance with all applicable laws and regulations.
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E. The Contractor's attention is directed to the Federal Clean Water Act (1977) which requires a Corps of Engineers permit under Section 404 of the Act, for the discharge of one cubic yard or more of any dredged or fill material into “navigable waters” as defined in “Permits for Activities in Navigable Waters or Ocean Waters, Paragraph (d)(2), Federal Register of 25 July 1975, page 3134.

F. All chemicals used during project construction or furnished for project operation, whether defoliant, soil sterilant, herbicide, pesticide, disinfectant, polymer, reactant or of other classification, shall show approval of either the U.S. Environmental Protection Agency or the U.S. Department of Agriculture. Use of all such chemicals and disposal of residues shall be in strict accordance with the printed instructions of the manufacturer.

1.06 PERMANENT UTILITY SERVICES
A. Electrical power shall conform to the requirements of the serving utility companies and shall meet with the approval of local, state and national inspecting authorities. The Contractor shall verify the location of services and the serving utility company requirements.

B. The Contractor shall apply for permanent electrical service in the name of the City of Goleta and forward the service application to the General Manager for execution on behalf of the City. The City will pay all connection and cable charges or other charges levied by the utility. T he Contractor shall have the sole responsibility for coordinating the service installation to ensure that service is available as required by the Contractor's schedule.

C. The Contractor shall be responsible for all service charges until the facility is placed into service and final acceptance of the work is made by the City. All service charges, paid by the City prior to acceptance of the facility, will be deducted from the Contractor's progress or final payment.

1.07 ELECTRICAL CONTINUITY TEST OF METAL PIPELINES
A. All metallic pipelines requiring joint bonding, including mortar lined and coated steel pipe (CML&C), shall be tested for electrical continuity upon completion of construction and prior to acceptance by the Goleta Water District. The Contractor shall pay for retesting of work not conforming to the Specifications and the Contract Drawings.

1.08 COST OF OVERTIME INSPECTION AND OTHER SERVICES
A. Inspection of the work as well as other required services will be provided between the hours of 7:30 a.m. and 4:00 p.m. on Monday through Friday only except holidays. Any inspections or other services requested by or made necessary as a result of the actions of the Contractor beyond the hours stated above shall be paid for by the Contractor at the prevailing rate of 1-1/2 times the regular hourly rate plus equipment charges.

B. I nspections or other services requested by or made necessary as a result of the actions of the Contractor on Saturdays, Sundays, or holidays, must be scheduled and approved and paid for by the Contractor in advance, at the prevailing rate for overtime and/or holiday work. The following holidays are observed: New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving and Christmas. Contact the city or agency for specific dates and days holidays will be observed prior to scheduling any construction operations.

1. The need for overtime inspection or other services shall be determined by the OAR, and his decision shall be final.
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PART 2 - PRODUCTS NOT USED
PART 3 - EXECUTION NOT USED
PART 4 - MEASUREMENT AND PAYMENT

4.01 MEASUREMENT
A. All work performed under General Construction Requirements will not be measured for payment unless otherwise stated in the individual sections of these Technical Specifications.

4.02 PAYMENT
A. Full compensation for work performed under General Requirements shall be considered as included in the contract price paid for the various other items of work, and no additional compensation will be allowed therefore unless otherwise stated in the individual sections of these Technical Specifications.

END OF SECTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES

SECTION 01 11 00

SUMMARY OF WORK
DIVISION 01
A. The furnishing of all labor, materials, equipment, services, and incidentals necessary for Work on the Goleta City Hall HVAC Replacement Project, located at 130 Cremona Drive, Goleta, CA, 93117, as set forth in the Construction Documents, which include, but are not limited to, the Drawings, Addenda, and Specifications.

1.02 RELATED REQUIREMENTS:

A. Section 01 23 00: Alternates
B. Section 01 50 00: Construction Facilities and Temporary Controls.

C. Section 01 71 23: Field Engineering.

1.03 FUTURE WORK
A. The project does not include additional / future work.

1.04 CONTRACTOR – ENGINEERED SYSTEMS
A. Performance and Design Criteria: Where professional engineering services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance, design criteria and quality assurance requirements indicated. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect.

B. Contractor-Engineered Submittals: In addition to Shop Drawings, Calculations, Product Data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product, system and/or requirement specifically assigned to Contractor to be engineered or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services. Submittals will be reviewed by Architect for Information Only. Architect may request clarification regarding Contractor-Engineered Submittals.

1.05 SU

RVEYS, LINES AND LEVELS
A. Provide per 01 71 23 - Field Engineering.

1.06 EXISTING CONDITIONS
A. Examination of the Site, Records of Existing Construction and Conditions: Examine the site, the records of existing construction and the conditions under which the Work is to be performed.

Notify the Architect immediately if existing conditions discovered will affect the Work as shown on the Contract Documents.
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B. Conditions Furnished in the Contract Documents: The Contract Documents are based upon the information furnished to the Architect by the Owner. Such information is available from the Owner.

The records are furnished for information only and are not guaranteed to represent all conditions that will be encountered. The records of existing construction represent conditions known to the Owner. Other construction, of which no records are available, may be encountered. Dimensions of existing construction are based on data retrieved from existing contract documents created by the original base building architect and from information provided to the Architect by the Owner.

The Contractor and each subcontractor shall field verify existing dimensions.

C. The Contractor shall formulate its own conclusion as to the extent of such construction.

D. Precautions Against Movement or Settlement: The Contractor shall take every precaution to guard against any movement or settlement of existing or new construction. Provide bracing, shoring, underpinning, or other retaining structures necessary in connection therewith. Assume responsibility for the design, safety, and support of such construction and for any movement, settlement, damage, or injury thereto.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

3.01 USE OF PREMISES
A. C ontractor shall coordinate the Work of all trades, Subcontractors, and utility service providers with the Owner and/or a Separate Work Contract. Contractor shall sequence, coordinate, and perform the Work to impose minimum hardship on the operation and use of the existing facilities and/or Project site. Contractor shall install all necessary protection for existing improvements, Project site, property, and new Work against dust, dirt, weather, damage, vandalism, and maintain and relocate all protection to accommodate progression of the Work.

B. Contractor shall confine entrance and exiting to the Project site and/or facilities to routes designated by the OAR.

C. Contractor shall utilize all available means to prevent generation of unnecessary noise and maintain noise levels to a minimum. When required by the OAR, Contractor shall immediately discontinue noise-generating activities and/or provide alternative methods to minimize noise generation. Contractor shall install and maintain air compressors, tractors, cranes, hoists, vehicles, and other internal combustion engine equipment with mufflers, including unloading cycle of compressors. Contractor shall discontinue operation of equipment producing objectionable noise as required by the OAR.

D. Contractor shall furnish, install, and maintain adequate supports, shoring, and bracing to preserve structural integrity and prevent collapse of existing improvements and/or Work modified and/or altered as part of the Work.

E. C ontractor shall secure building entrances, exits, and Work areas with locking devices as required by the OAR.

F. Contractor assumes custody and control of Owner property, both fixed and portable, remaining in existing facilities vacated during the Work.

G. Contractor shall not use or allow anyone other than Owner employees to use facility telephones and/or other equipment, except in an emergency. Contractor shall reimburse Owner for telephone toll charges originating from the facility except those arising from emergencies or use by Owner employees.

H. Contractor shall protect all surfaces, coverings, materials, and finished Work from damage.

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I. Contractor is advised Owner may award Separate Work Contracts at this Project site.

J. Contractor shall not permit the use of portable and/or fixed radios or other types of sound producing devices including Bluetooth speakers and similar devices.

END OF SECTION
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PART 1 - GENERAL

1.01 RELATED DOCUMENTS

There are no allowances for the project.

SECTION 01 21 00

ALLOWANCES
DIVISION 01
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ALTERNATES DIVISION 01
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Alternatives Section Not Used

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ALTERNATES DIVISION 01
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DIVISION 01

SECTION 01 25 13
PRODUCT PROCEDURES FOR SUBSTITUTION AND “OR EQUAL”
PART 1 - GENERAL

1.01 SECTION INCLUDES
A. This Section includes administrative and procedural requirements for handling requests for substitutions and “or equal” submitted pursuant to the General Conditions.

1.02 RELATED REQUIREMENTS
A. Section 00 21 13: Instructions to Bidders: Restrictions on timing of substitution requests.

B. Section 00 43 25: Substitution Request Form - During Procurement: Required form for substitution requests made prior to award of contract (During procurement).

C. Section 00 63 25: Substitution Request Form - During Construction: Required form for substitution requests made after award of contract (During construction).

D. Section 01 33 00: Submittal Procedures.

E. Section 01 60 00: Product Requirements.

F. Section 01 77 00: Contract Closeout.

1.03 APPLICATION
A. OAR will review the Contractor's proposed changes in products or materials required by the Contract Documents.

1. Substitutions: OAR will consider requests for substitution if a product is no longer manufactured or the OAR and Architect, after a diligent search, have verified that the product or material is not available to Contractor. The following are not considered to be valid requests for substitutions:
a. R evisions to the Contract Documents requested by OAR or Architect. b. Specified options of products included in the Contract Documents. c. Substitutions requested on a “or equal” or “equivalent” basis. This is determined by OAR's approval and their opinion of a substituted product being the same or better to the product originally specified.

2. “Or Equal”: OAR will consider requests for “or equal” if submitted within the time indicated in Section 00 21 13 Instruction to Bidders, Paragraph 3.04, and Section 00 72 00 General Conditions, Paragraph 1.14.

1.04 SUBMITTALS
A. Transmit submittals as described in related Sections for each request for substitution or “or equal”.

1. Identify the product to be replaced in each request. Include the related Specification Section and Drawing number.

2. Provide complete documentation denoting compliance with the requirements for substitutions, and the following information, as appropriate. a. A detailed comparison of significant qualities of the proposed substitution with those specified in the Contract Documents. Significant qualities may include elements, such as performance, weight, size, durability, and visual effect. b. Product Data, including Drawings, descriptions of products, fabrication, and installation procedures.
c. Samples, where applicable or requested.
d. C oordination information, including a list of changes or modifications made necessary to other parts of the Work, including the work of other trades that will become necessary to accommodate the proposed substitution.
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SECTION 01 25 13

PRODUCT PROCEDURES

FOR SUBSTITUTION AND
“OR EQUAL”

DIVISION 01

e. Contractor certification that the proposed substitution or “or equal” conforms to the requirements of the Contract Documents in every respect and is appropriate for the applications indicated.
f. Contractor waiver of rights to an increase in the Contract Amount, Milestones and/or Contract Time.

3. If required, OAR and Architect will request additional information or documentation for evaluation.

4. Architect will review requests for substitutions and “or equals” and provide a recommendation to OAR.

5. If Architect accepts proposed substitutions or “or equals” OAR will forward submittals to the Owner's Maintenance and Operations Technical Unit for review. OAR will notify Contractor of acceptance or rejection of the substitution.

6. Where a proposed substitution or “or equal” involves and/or affects more than one Subcontractor, Contractor shall ensure each Subcontractor cooperates with the other Subcontractor involved to coordinate the Work, provide uniformity and consistency, and assure compatibility of all products.

7. Contractor submittal and Architect review of Shop Drawings, Product Data, material lists or Samples do not constitute an acceptable or valid request for substitutions or “or equals”.

1.05 EVA LUATION OF NON-CONFORMING WORK
A. If the OAR determines that installed work is non-conforming with the Contract Documents, the Contractor shall make necessary adjustments and mediation to bring the work into compliance, which may include removing and reinstalling the Work.

B. At the Contractor's request and Owner's discretion, non-conforming work may be evaluated by the OAR to determine if it is acceptable to remain in place contingent upon the following:

1. The Contractor shall submit all necessary documentation similar to a substitution request as noted in Section 01 25 13, Paragraph 1.04.

2. In addition to items noted above, the Contractor shall submit a comparative schedule showing the duration of replacement and associated impacts.

3. The Contractor shall prepare a deductive change order for the acceptance of the Work.

4. The Owner shall reserve the right to recover Architectural and Engineering fees for the review of non-conforming work.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION

END OF SECTION
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PART 1 - GENERAL

1.01 SUMMARY

SECTION 01 29 00

PAYMENT PROCEDURES
DIVISION 01
A. Section includes administrative and procedural requirements necessary to prepare and process Applications for Payment.

B. Related Requirements:

1. Section 01 29 73: “Schedule of Values” for requirements for furnishing a schedule of values.

2. Section 01 21 00: "Allowances" for procedural requirements governing the handling and processing of allowances.

3. Section 01 32 00: "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.

1.02 DEFINITIONS
A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.

1.03 SCHEDULE OF VALUES
A. Applications for Payment shall be prepared in accordance with the Schedule of Values submitted under Section 01 29 73 - Schedule of Values. No revisions shall be made except as provided in Section 01 29 73 - Schedule of Values.

1.04 APPLICATIONS FOR PAYMENT
A. Ea
ch Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments, as certified by Construction Manager and paid for by Owner.

B. Payment Application Times: The date for each progress payment is indicated in the Owner/Contractor Agreement. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.

C. Payment Application Times: Submit final Application for Payment to Construction Manager by the end of the month. The period covered by each Application for Payment is one month, ending on the last day of the month.

1. Submit draft copy of Application for Payment five (5) calendar days prior to due date for review by Construction Manager.

D. Application for Payment Forms: Use AIA Document G702 and AIA Document G703 or as approved by Owner as form for Applications for Payment.

1. Other Application for Payment forms proposed by the Contractor may be acceptable to Construction Manager and Owner. Submit forms for approval with initial submittal of schedule of values.

E. Application Preparation: Complete every entry on form. Execute by a person authorized to sign legal documents on behalf of Contractor. Construction Manager will return incomplete applications without action.

1. E ntries shall match data on the schedule of values and Contractor's construction schedule.

Use updated schedules if revisions were made.

2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.
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3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.

4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.

F. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored but not yet installed. Differentiate between items stored on- site and items stored off-site.

1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.

2. Provide supporting documentation that verifies amount requested, such as paid invoices.

Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.

3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment. c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.

G. T ransmittal: Submit, through Electronic Project Management System, signed and notarized original copies of each Application for Payment to Construction Manager. One copy shall include waivers of lien and similar attachments if required.

1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.

H. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment for the construction period covered by the previous application.

1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.

2. When an application shows completion of an item, submit conditional final or full waivers.

3. Owner reserves the right to designate which entities involved in the Work must submit waivers.

4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.

5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.

I. I nitial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:

1. List of subcontractors.

2. Schedule of values.

3. Contractor's construction schedule (preliminary if not final).

4. Combined Contractor's construction schedule (preliminary if not final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor.

5. Products list (preliminary if not final).

6. Sustainable design action plans, including preliminary project materials cost data.

7. Schedule of unit prices.
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8. Submittal schedule (preliminary if not final).

9. List of Contractor's staff assignments.

10. List of Contractor's principal consultants.

11. Copies of building permits.

12. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.

13. Initial progress report.

14. Report of preconstruction conference.

15. Certificates of insurance and insurance policies.

16. Performance and payment bonds.

17. Data needed to acquire Owner's insurance.

J. Application for Payment at Substantial Completion: After the Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for the portion of the Work claimed as substantially complete.

1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. a. Complete administrative actions, submittals, and Work preceding this application, as described in Section 017700 "Closeout Procedures."

2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.

K. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:

1. E vidence of completion of Project closeout requirements.

2. Certification of completion of final punch list items.

3. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.

4. Updated final statement, accounting for final changes to the Contract Sum.

5. AIA Document G706.

6. AIA Document G706A.

7. AIA Document G707.

8. Evidence that claims have been settled.

9. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.

10. Final liquidated damages settlement statement.

11. Proof that taxes, fees, and similar obligations are paid.

12. Waivers and releases.

PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)

END OF SECTION
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PART 1 - GENERAL

1.01 SECTION INCLUDES

SECTION 01 29 73

SCHEDULE OF
VALUES
DIVISION 01
A. Requirements for preparation, format, submission, and revision of a certified Schedule of Values for review and approval by the Owner's Authorized Representative (OAR).

1.02 RELATED REQUIREMENTS
A. Section 01 21 00: Allowances.

B. Section 01 23 00: Alternates.

C. Section 01 29 00: Payment Procedures.

D. Section 01 31 00: Project Management And Coordination.

E. Section 01 33 00: Submittal Procedures.

1.03 SUBMITTALS
A. Contractor shall submit a certified copy of a Schedule of Values for review and approval by the OAR within fourteen (14) calendar days from the Notice to Proceed.

1. OAR will review and, if necessary, return the submitted Schedule of Values with summary comments noting items not in compliance with the requirements of the Contract Documents.

Contractor shall revise the submitted Schedule of Values and return within three (3) days of receipt of summary comments.

2. Signature by OAR shall constitute acceptance of the submitted Schedule of Values.

3. An appr
oved copy of the Schedule of Values by OAR will be transmitted to Contractor, and Inspector.

1.04 COORDINATION
A. Coordinate preparation of a Schedule of Values with the preparation of the Construction Schedule as set forth in 00 73 00 - Special Conditions.

B. Coordinate line items in the Schedule of Values with activities in the construction schedule.

C. Submit the Schedule of Values to the OAR no later than 14 days before the first Application for Payment and no later than 7 days before the initial scheduled submittal date for Applications for Payment.

1.05 FORMAT AND CONTENT
A. Use the Project Manual table of contents as a guide; provide at least one line item for each Specification Section.

B. Identification: Include the following on the Schedule of Values:

1. Project name and location.

2. Owner's name and project number.

3. Architect's name and project number.

4. Contract number.

5. Contractor's name and address.

6. Date of submittal.

C. Arrange the Schedule of Values consistent with AIA Document G703 or approved equivalent.

D. Provide a tabular form with separate columns for:

1. Related Specification Section or Division.

2. D escription of Work.

3. Subcontractor, manufacturer, fabricator, or supplier.

4. Change Order numbers affecting value.
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SECTION 01 29 73
SCHEDULE OF VALUES DIVISION 01

5. Dollar value of labor, materials, and equipment, expressed as percentages of the Contract Sum to the nearest one-hundredth percent. Round amounts to whole dollars. The total shall equal the Contract Sum.

E. Provide a breakdown of the Contract Sum in enough detail to facilitate review of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts exceeding five (5) percent of the Contract Sum.

PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION

3.01 LINE ITEM REQUIREMENTS
A. Provide separate line items for:

1. Subcontract amounts, where appropriate.

2. Stored materials and equipment, differentiating between on-site and off-site storage.

3. Materials, labor, and equipment.

4. Each allowance, showing value as unit cost multiplied by measured quantity.

5. Owner-furnished or direct purchase contracts.

6. Temporary facilities and other major indirect costs not directly related to work-in-place.

7. Project closeout requirements in amounts acceptable to the Owner.

8. Change Orders and Construction Change Directives.

B. Each line item shall include total cost and proportionate share of overhead and profit, except where shown separately.

3.02 R EVISIONS
A. Revise the Schedule of Values whenever Change Orders or Construction Change Directives alter the Contract Sum.

B. Without changing the Contract Sum, the Owner may require redistribution of line-item values to conform to Owner's accounting practices.

C. Use Project Manual table of contents as a guide to establish line items for the Schedule of Values.

Provide at least one line item for each Specification Section.

D. Round amounts to the nearest whole dollar; the total shall equal the Contract Amount.

E. Provide a breakdown of the Contract Amount in enough detail acceptable to OAR to facilitate continued evaluation of Application for Payment and progress reports.

F. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item except the amounts shown as separate line items as indicated under the Schedule of Values form.

G. An approved certified Schedule of Values shall serve as the basis for the monthly certified Application for Payment.

H. If at any time, Owner determines, in its reasonable discretion, that the schedule of Values does not approximate the actual cost being incurred by Contractor to perform the Work, Contractor shall prepare, for OAR approval, a revised Schedule of Values, which then shall be used as the basis for future progress payments. Without changing the Contract Amount, Owner reserves the right to require Contractor:

1. T o increase or decrease amounts within the line items in the Schedule of Values; and,

2. To conform the price breakdown to Owner accounting practice.

END OF SECTION
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PART 1 - GENERAL

1.01 SUMMARY

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION
DIVISION 01
A. Section includes administrative provisions for coordinating construction operations on Project, including, but not limited to, the following:

1. General coordination procedures.

2. Coordination drawings.

3. RFls.

4. Digital project management procedures.

5. Web-based Project management software package.

6. Project meetings.
a. Pre-installation conferences.
b. Preconstruction meeting.
c. Meetings as required by OAR.

B. Each contractor shall participate in coordination requirements. Certain areas of responsibility are assigned to a specific contractor.

C. Related Requirements:

1. Section 01 32 00 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.

2. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

1.02 DEFINITIONS
A. BlM: Building lnformation Modeling.

B. RFl: Request for Clarification. Request from Contractor seeking information required by or clarifications of the Contract Documents.

1.03 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. lnclude the following information in tabular form:

1. N
ame, address, telephone number, and email address of entity performing subcontract or supplying products.

2. Number and title of related Specification Section(s) covered by subcontract.

3. Drawing number and detail references, as appropriate, covered by subcontract.

B. Key Personnel Names: Within 15 calendar days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. ldentify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.

1. Post copies of list in Project meeting room, in temporary field office, in web-based Project software directory. Always keep list current.

1.04 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.
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1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. Coordination of Multiple Contracts: Each contractor shall cooperate with project coordinator, who shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation.

2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. lnclude such items as required notices, reports, and list of attendees at meetings.

1. P repare similar memoranda for Owner and separate contractors if coordination of their Work is required.

D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and scheduled activities of other contractors with Construction Manager to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's construction schedule.

2. Preparation of the schedule of values.

3. lnstallation and removal of temporary facilities and controls.

4. Buy out of Subcontracts and Materials.

5. Delivery and processing of submittals, including durations for review.

6. Progress meetings.

7. Preinstallation conferences.

8. Project closeout activities.

9. Startup and adjustment of systems.

1.05 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.

1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. lnclude the following information, as applicable:
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AND COORDINATION
DIVISION 01
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a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade-specific information to coordination drawings in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. c. lndicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
d. lndicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.
e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. lndicate required installation sequences.
g. lndicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternative sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. P lenum Space: lndicate subframing for support of ceiling, and wall systems, mechanical and electrical equipment, and related Work. Locate components within plenums to accommodate layout of light fixtures and other components indicated on Drawings. lndicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms, showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: lndicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded ltems: lndicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:
a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.
b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.
c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:
a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. b. Li ght fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.
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c. Panel board, switchboard, switchgear, transformer, busway, generator, and motor- control center locations.
d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:
a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Architect will review coordination drawings to confirm that, in general, the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. lf Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make suitable modifications and resubmit.

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 00 "Submittal Procedures." C. Coordination Drawing Process: Prepare coordination drawings in the following manner:

1. Schedule submittal and review of Fire Sprinkler, Plumbing, HVAC, and Electrical Shop Drawings to make required changes prior to preparation of coordination drawings.

2. Commence routing of coordination drawing files with HVAC lnstaller, who will provide drawing plan files denoting approved ductwork. HVAC lnstaller will locate ductwork and piping on a single layer, using orange color. Forward drawings to Plumbing lnstaller.

3. P lumbing lnstaller will locate plumbing and equipment on a single layer, using blue color.

4. Fire Sprinkler lnstaller will locate piping and equipment, using red color. Fire Sprinkler lnstaller shall forward drawing files to Electrical lnstaller.

5. Electrical lnstaller will indicate service and feeder conduit runs and equipment in green color. Electrical lnstaller shall forward drawing files to Communications and Electronic Safety and Security lnstaller.

6. Communications and Electronic Safety and Security lnstaller will indicate cable trays and cabling runs and equipment in purple color. Communications and Electronic Safety and Security lnstaller shall forward completed drawing files to Contractor.

7. Contractor shall perform the final coordination review. As each coordination drawing is completed, Contractor will meet with Architect to review and resolve conflicts on the coordination drawings.

D. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format:
a. Same digital data software program, version, and operating system as original Drawings.
b. DWG Latest Version, operating in Microsoft Windows operating system.

2. File Submittal Format: Submit or post coordination drawing files using PDF format.

3. BlM File lncorporation: Develop and incorporate coordination drawing files into BlM established for Project.
a. P erform three-dimensional component conflict analysis as part of preparation of coordination drawings. Resolve component conflicts prior to submittal. lndicate where conflict resolution requires modification of design requirements by Architect.

4. Architect will furnish Contractor one set of digital data files of Drawings for use in preparing coordination digital data files.
a. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.
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b. Contractor shall execute a data licensing agreement in the form acceptable to Owner and Architect.

1.06 REQUEST FOR INFORMATION (RFI)
A. General: lmmediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFl through the Project Management Control System.

1. The architect will return without response those RFls submitted to the Architect by other entities controlled by the Contractor.

2. Coordinate and submit RFls promptly to avoid delays in the Contractor's work or the work of subcontractors.

B. Content of the RFl: lnclude a detailed, legible description of the item needing information or interpretation and the following:

1. Project name.

2. Owner name.

3. Owner's Project number.

4. Name of Architect and Construction Manager.

5. Date.

6. Name of Contractor.

7. RFl number, numbered sequentially.

8. RFl subject.

9. Specification Section number and title and related paragraphs, as appropriate.

10. Drawing number and detail references, as appropriate.

11. Field dimensions and conditions, as appropriate.

12. Contractor's suggested resolution. lf Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state the impact in the RFl.

13. C ontractor's signature.

14. Attachments: lnclude sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
a. lnclude dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. RFl Forms: As provided or approved by Owner. Alternate forms permitted only with prior written approval by Owner.

1. Attachments shall be electronic files in PDF format.

D. Architect's and Construction Manager's Action: Architect and Construction Manager will review each RFl, determine action required, and respond. Allow seven (7) calendar days for Architect's response for each RFl. RFls received by Construction Manager after 1:00 p.m. will be considered as received the following working day.

1. The following Contractor-generated RFls will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. The requested clarification is ambiguous or unclear. 182
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h. lncomplete RFls or inaccurately prepared RFls.

2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt by Architect Construction Manager of additional information.

3. Architect response is a clarification of the intent of the Contract Documents and does not authorize changes in the Contract Amount, Milestones and/or Contract Time.

4. Architect's action on RFls that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to the General Conditions."
a. lf Contractor believes the RFl response warrants change in the Contract Time or the Contract Sum, notify Construction Manager in writing within Three (3) Calendar days of receipt of the RFl response.

5. The Owner reserves the right to assess the Contractor for the cost (based on time and materials) of the review process performed by the Architect and/or any of the Architect's or Owner consultants when RFls fail to conform to the requirements stated herein, or in the opinion of the Architect, are unnecessary or frivolous (i.e.; the subject of the inquiry noted in the RFl is suitably and/or clearly addressed in the Contract Documents).

6. T he Contractor shall submit RFls sufficiently in advance of the Work to be performed as it relates to the Construction Schedule such that the Architect has ample time to review and respond to RFls. The Architect will respond to RFls sequentially in the order they are received. The Architect shall receive the RFls via email the same day they are written.

E. RFl Log: Prepare, maintain, and submit a tabular log of RFls organized by the RFl number.

Submit log weekly. Use software log that is part of web-based Project management software. lnclude the following.

1. Project name.

2. Name and address of Contractor.

3. Name and address of Architect and Construction Manager.

4. RFl number, including RFls that were returned without action or withdrawn.

5. RFl description.

6. Date the RFl was submitted.

7. Date Architect's and Construction Manager's response was received.

8. ldentification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.

9. ldentification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.

F. On receipt of Construction Manager's action, update the RFl log and immediately distribute the RFl response to affected parties. Review response and notify Construction Manager within three Calendar days if Contractor disagrees with response.

G. C hanges or alterations to the approved drawings or specifications shall be made by means of addenda or change orders as per section 4-338 of the California Building Standards Commission's, California Administrative Code.

1.07 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Architect's Digital Data Files: Digital data files of Architect's CAD drawings will be provided by Architect for Contractor's use during construction.

1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project Record Drawings.
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2. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.

3. Contractor shall execute a data licensing agreement in the form acceptable to Owner and Architect.

4. The following digital data files will be furnished for each appropriate discipline:
a. Floor plans.
b. Reflected ceiling plans.
c. Others as requested and approved by Owner.

B. Contractor-Provided Web-Based Project Management Software Package:

1. Contractor will provide and administer a web-based Project management software package for purposes of hosting and managing Project communication and documentation until Final Completion.

2. Web-based Project management software includes, at a minimum, the following features:
a. Compilation of Project data, including Contractor, subcontractors, Architect, Architect's consultants, Owner, and other entities involved in Project. lnclude names of individuals and contact information.
b. Access control for each entity for each workflow process, to determine entity's digital rights to create, modify, view, and print documents.
c. Document workflow planning, allowing customization of workflow between project entities.
d. Creation, logging, tracking, and notification for Project communications required in other Specification Sections, including, but not limited to, RFls, submittals, Minor Changes in the Work, Construction Change Directives, and Change Orders. e. T rack status of each Project communication in real time, and log time and date when responses are provided.
f. Procedures for handling PDFs or similar file formats, allowing markups by each entity.

Provide security features to lock markups against changes once submitted. g. Processing and tracking of payment applications.
h. Processing and tracking of contract modifications.
i. Creating and distributing meeting minutes.
j. Document management for Drawings, Specifications, and coordination drawings, including revision control.
k. Management of construction progress photographs.
l. Mobile device compatibility, including smartphones and tablets.

3. Manufacturers: Subject to compliance with requirements, Contractor -provided software may include, but is not limited to, the following vendors:
a. Procore Technologies, lnc.
b. Construction Management Enterprises (CMlS)
C. PDF Document Preparation: Where PDFs are required to be submitted to Construction Manager, prepare as follows:

1. Assemble a complete submittal package into a single indexed file, incorporating the submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Certifications: Where digitally submitted certificates and certifications are required, provide a digital signature with digital certificate on where indicated. 184
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1.08 PROJECT MEETINGS
A. General: Construction Manager will schedule and conduct meetings and conferences at Project site unless otherwise indicated.

B. Preconstruction Conference:

1. Construction Manager will schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner, but no later than fifteen (15) calendar days after execution of the Agreement.

2. Attendees: Authorized representatives of Owner, Owner's Commissioning Authority, Construction Manager, Architect, their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference.

Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
a. Agenda: Discuss items of significance that could affect progress, including the following:
1) Responsibilities and personnel assignments.
2) Tentative construction schedule.
3) Phasing.
4) Critical work sequencing and long lead items.
5) Designation of key personnel and their duties.
6) Lines of communications.
7) Use of web-based Project software.
8) Procedures for processing field decisions and Change Orders. 9) Procedures for RFls.
10) Procedures for testing and inspecting.
11) Procedures for processing Applications for Payment. 12) D istribution of the Contract Documents.
13) Submittal procedures.
14) Sustainable design requirements.
15) Preparation of Record Documents.
16) Use of the premises.
17) Work restrictions.
18) Working hours.
19) Owner's occupancy requirements.
20) Responsibility for temporary facilities and controls. 21) Procedures for moisture and mold control.
22) Procedures for disruptions and shutdowns.
23) Construction waste management and recycling.
24) Parking availability.
25) Office, work, and storage areas.
26) Equipment deliveries and priorities.
27) First aid.
28) Security.
29) Progress cleaning.
b. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
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1.09 PREINSTALLATION CONFERENCES
A. Conduct a preinstallation conference at Project site before each construction activity when required by other Sections and when required for coordination with other construction.

1. Attendees:
a. lnstaller and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect, Construction Manager, lnspectors, and Owner's Commissioning Authority] of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFls.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Sustainable design requirements.
i. Review of mockups.
j. Possible conflicts.
k. Compatibility requirements.
l. Time schedules.
m. Weather limitations.
n. Manufacturer's written instructions.
o. Warranty requirements.
p. Compatibility of materials.
q. Acceptability of substrates.
r. Temporary facilities and controls.
s. Space and access limitations.
t. Regulations of authorities having jurisdiction.
u. Testing and inspecting requirements.
v. ln stallation procedures.
w. Coordination with other work.
x. Required performance results.
y. Protection of adjacent work.
z. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.

4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.

5. Do not proceed with installation if the conference cannot be successfully concluded. lnitiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. 186
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1.10 PROGRESS MEETINGS
A. Progress meetings will be held at the Project site at regular intervals, typically weekly, as determined by the OAR.

B. ln addition to representatives of Contractor, Owner, and Architect, each Subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of the Work shall, if requested by OAR, be represented at these meetings. All participants at the conference shall be familiar with the Project and authorized to conclude all matters relating to the Work.

C. Failure of Contractor to be so represented at any progress meeting which is held at a mutually agreed time or for which a written notice is given, shall not relieve Contractor from abiding by any and all OAR determinations or directives issued at such meeting.

D. OAR will review and correct or approve minutes of the previous progress meeting and will review other significant items affecting progress. Topics for discussion as appropriate to the status of the Project include but are not limited to:

1. lnterface requirements.

2. Construction Schedule.
a. Sequence and coordination.

3. Status of submittals / RFCs.

4. Deliveries.

5. O ff- site fabrication..

6. Site utilization.

7. Temporary Construction Facilities and Controls.

8. Hours of work.

9. Hazards and risks.

10. Housekeeping.

11. Quality of materials, fabrication, and execution.

12. Unforeseen conditions.

13. Testing and lnspection.

14. Defective Work.

15. Construction Directive.

16. Request for Proposal.

17. Change Order Proposals and Change Orders.

18. Documentation of information for payment requests.

19. Application for Payment.

20. Other items as required or as brought forth.

21. lnitial Notice of Start of lssue, Event, Condition, Circumstance, or Cause of Perceived Delay, Disruption, lnterference, Hindrance, or Acceleration. (Article 12.2.1 of the General Conditions).

22. Final Notice of End of lssue, Event, Condition, Circumstance, or Cause of Perceived Delay, Disruption, lnterference, Hindrance, Acceleration (Article 12.2.2 of the General Conditions).

23. Storm Water Pollution Prevention.

24. CEQA Compliance.
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E. No later than three (3) calendar days after each progress meeting, OAR will prepare and distribute minutes of the meeting to each present and absent party. lnclude a brief summary, in narrative form, of progress, decisions, directives, actions taken, and all other issues since the previous meeting and report.

F. Schedule Updating: Contractor shall revise the Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized and issue the revised schedule at the next scheduled progress meeting.

1.11 ADDITIONAL MEETINGS
A. OAR, upon giving notice to the intended parties and without further obligation, may require additional meetings to discuss Work and/or Project-related activities.

1.12 PROJECT CLOSEOUT CONFERENCE:

A. Construction Manager will schedule and conduct a project closeout conference, at a time convenient to Owner and Architect, but no later than 60 calendar days prior to the scheduled date of Substantial Completion.

B. Conduct the conference to review requirements and responsibilities related to Project closeout.

1. Attendees: Authorized representatives of Owner, Owner's Commissioning Authority, Construction Manager, lnspectors, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the meeting. Participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

2. A genda: Discuss items of significance that could affect or delay Project closeout, including the following:
a. Preparation of Record Documents.
b. Procedures required prior to inspection for Substantial Completion and for final inspection for acceptance.
c. Procedures for completing and archiving web-based Project software site data files. d. Submittal of written warranties.
e. Requirements for completing sustainable design documentation. f. Requirements for preparing operations and maintenance data. g. Requirements for delivery of material samples, attic stock, and spare parts. h. Requirements for demonstration and training.
i. Preparation of Contractor's punch list.
j. Procedures for processing Applications for Payment at Substantial Completion and for final payment.
k. Submittal procedures.
l. Coordination of separate contracts.
m. Owner's partial occupancy requirements.
n. lnstallation of Owner's furniture, fixtures, and equipment. o. Responsibility for removing temporary facilities and controls.

3. Minutes: Entity conducting meeting will record and distribute meeting minutes.

C. Progress Meetings: Construction Manager will conduct progress meetings at regular intervals.

1. Coordinate dates of meetings with preparation of payment requests. 188
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2. Attendees: ln addition to representatives of Owner, Owner's Commissioning Authority, Construction Manager, lnspectors, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meeting shall be familiar with Project and authorized to conclude matters relating to the Work.

3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. lnclude topics for discussion as appropriate to status of Project.
a. Contractor's Construction Schedule: Review progress since the last meeting.

Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's construction schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so.

Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period.
b. Review present and future needs of each entity in attendance, including the following:
1) lnterface requirements.
2) Sequence of operations.
3) Resolution of BlM component conflicts.
4) S tatus of submittals.
5) Status of sustainable design documentation.
6) Deliveries.
7) Off-site fabrication.
8) Access.
9) Site use.
10) Temporary facilities and controls.
11) Progress cleaning.
12) Quality and work standards.
13) Status of correction of deficient items.
14) Field observations.
15) Status of RFls.
16) Status of Proposal Requests.
17) Pending changes.
18) Status of Change Orders.
19) Pending claims and disputes.
20) Documentation of information for payment requests.

4. Minutes: Entity responsible for conducting the meeting will record and distribute the meeting minutes to each party present and to parties requiring information. a. Schedule Updating: Revise Contractor's construction schedule after each progress meeting, where revisions to the schedule have been made or recognized. lssue revised schedule concurrently with the report of each meeting.

1.13 COORDINATION MEETINGS:

A. Construction Manager will conduct regular intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress meetings and preinstallation conferences.
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1. Attendees: ln addition to representatives of Owner, Owner's Commissioning Authority, Construction Manager, lnspectors, and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the meetings shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of the previous coordination meeting.

Review other items of significance that could affect progress. lnclude topics for discussion as appropriate to status of Project.
a. Combined Contractor's Construction Schedule: Review progress since the last coordination meeting. Determine whether each contract is on time, ahead of schedule, or behind schedule, in relation to combined Contractor's construction schedule.

Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.
b. Schedule Updating: Revise combined Contractor's construction schedule after each coordination meeting, where revisions to the schedule have been made or recognized. lssue revised schedule concurrently with report of each meeting. c. R eview present and future needs of each contractor present, including the following:
1) lnterface requirements.
2) Sequence of operations.
3) Resolution of BlM component conflicts.
4) Status of submittals.
5) Deliveries.
6) Off-site fabrication.
7) Access.
8) Site use.
9) Temporary facilities and controls.
10) Work hours.
11) Hazards and risks.
12) Progress cleaning.
13) Quality and work standards.
14) Status of RFls.
15) Proposal Requests.
16) Change Orders.
17) Pending changes.

3. Reporting: Record meeting results and distribute copies to everyone in attendance and to others affected by decisions or actions resulting from each meeting.

B. The Contractor shall provide the Architect and Construction Manager with a minimum of three (3) days' notice for non-regularly scheduled meetings. The Architect reserves the right to assess for time and expenses of same-day meetings for foreseeable items.

1.14 OWNER'S RIGHT TO RECORD
A. Contractor agrees, on behalf of itself and all its subcontractors, that the Owner may audiotape or videotape any meetings, training, and work at any time during the Project. 190
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PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION (NOT USED)

END OF SECTION
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PART 1 - GENERAL

1.01 SUMMARY

SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION
DIVISION 01
A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following

1. Preliminary (Start-Up) Construction Schedule

2. Contractor's Construction (Baseline) Schedule

3. Daily construction reports

4. Monthly Updates and progress payments

5. Three-week look-ahead Schedules

6. As-Builts

7. Material Location Report

8. Site Condition Reports

9. Unusual Events Reports
B. Related Sections include the following:

1. Section 00 72 00 - General Conditions

2. Section 00 73 00 - Special Conditions

3. Section 01 20 00 - Price and Payment Procedures

4. Section 01 33 00 - Submittal Procedures for submitting schedules and reports.

5. Section 01 40 00 - Quality Requirements - Procedures for submitting a schedule of tests and inspections.

6. Section 01 77 00 – Contract Closeout

1.02 SECTION INCLUDES
A. Scheduling of Work under this Contract shall be performed by Contractor in accordance with requirements of this Section.

1. D
evelopment of schedule, monthly payment requests, and project status reporting requirements of the Contract shall employ computerized Critical Path Method (“CPM”) scheduling (“CPM Schedule”).

2. CPM Schedule shall portray all significant activities of the project including design activities, jurisdictional approvals, each trade or operation and major materials, submittals of shop drawings, equipment data, procurement of materials, civic art installation, if necessary, required approvals by the City as well as other permitting agencies such as Goleta Water District, inspections and testing, commissioning, and project start-up.

3. Submit schedules and reports as specified in the General Conditions.

B. Upon Award of Contract, Contractor shall immediately commence development of Initial and Original CPM Schedules to ensure compliance with CPM Schedule submittal requirements.

1.03 QUALIFICATIONS
A. Contractor shall employ experienced scheduling personnel qualified to use the latest version of Project Planning software (Microsoft Projects, or equivalent, etc.) . Experience level required is set forth below. Contractor may employ such personnel directly or may employ a consultant for this purpose.

1. The written statement shall identify the individual who will perform CPM scheduling.

2. Capability and experience shall be verified by description of construction projects on which individual has successfully applied computerized CPM.
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3. Required level of experience shall include at least two (2) projects of similar nature and scope with value not less than three fourths (¾) of the Total Bid Price of this Project. The written statement shall provide contact persons for referenced projects with current telephone and address information.

B. City reserves the right to approve or reject Contractor's scheduler or consultant at any time. City reserves the right to refuse replacing of Contractor's scheduler or consultant if City believes replacement will negatively affect the scheduling of Work under this Contract.

C. Prescheduling Conference: Conduct conference at Project site to comply with requirements in Section 01 31 00 "Project Management and Coordination." Review methods and procedures related to the preliminary construction schedule and Contractor's Construction Schedule, including, but not limited to, the following:

1. Review software limitations and content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints, including work stages, interim milestones, and Owner occupancy.

4. Review delivery dates for Owner-furnished products.

5. Review schedule for work of Owner's separate contracts.

6. Review submittal requirements and procedures.

7. R eview time required for review of submittals and resubmittals.

8. Review requirements for tests and inspections by Project Inspector and independent testing and inspecting agencies.

9. Review time required for Project closeout and Owner startup procedures, including commissioning activities.

10. Review and finalize list of construction activities to be included in schedule.

11. Review procedures for updating schedule.

1.04 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

B. As-Builts: A common term for Project Record Drawings.

C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: The longest continuous chain of activities through the network schedule that establishes the minimum overall Project duration and contains no float.

E. D ay: Calendar day unless noted otherwise.

F. Event: The starting or ending point of an activity.

G. Float: The measure of leeway in starting and completing an activity.

1. Float time is not for the exclusive use or benefit of either the Owner or Contractor but is jointly owned. Project resources available to both parties as needed to meet project milestones and Contract Completion Date.

2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the following activity.
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3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

H. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

I. Major Area: A story of construction, a separate building, or a similar significant construction element.

J. Milestone: A key or critical point in time for reference or measurement.

K. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships.

L. Resource Loading: The allocation of labor and equipment necessary for completing an activity as scheduled.

1.05 GENERAL
A. Progress Schedule shall be based on and incorporate milestone and completion dates specified in Contract Documents. Milestones shall include, at a minimum, the items shown in the table included at the end of this section.

B. Overall time of completion and time of completion for each Milestone shown on Progress Schedule shall adhere to times in the Contract, unless an earlier (advanced) time of completion is requested by Contractor and agreed to by City. Any such agreement shall be formalized by a Change Order.

1. City is not required to accept an early completion schedule, i.e., one that shows an earlier completion date than the Contract Time.

2. C ontractor shall not be entitled to extra compensation in event agreement is reached on an earlier completion schedule and Contractor completes its Work, for whatever reason, beyond completion date shown in its early completion schedule but within the Contract Time.

3. A schedule showing the work completed in less than the Contract Time, and that has been accepted by City, shall be considered to have Project Float. The Project Float is the time between the scheduled completion of the work and the Completion Date. Project Float is a resource available to both City and the Contractor.

C. Ownership Project Float: Neither the City nor Contractor owns Project Float. The Project owns the Project Float. As such, liability for delay of the Completion Date rests with the party whose actions, last in time, actually cause delay to the Completion Date.

1. For example, if Party A uses some, but not all of the Project Float and Party B later uses remainder of the Project Float as well as additional time beyond the Project Float, Party B shall be liable for the time that represents a delay to the Completion Date.

2. Party A would not be responsible for the time since it did not consume the entire Project Float and additional Project Float remained; therefore, the Completion Date was unaffected by Party A.

D. P rogress Schedule shall be the basis for evaluating job progress, payment requests, and time extension requests. Responsibility for developing Contract CPM Schedule and monitoring actual progress as compared to Progress Schedule rests with Contractor. 194
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E. Failure of Progress Schedule to include any element of the Work, or any inaccuracy in Progress Schedule, will not relieve Contractor from responsibility for accomplishing the Work in accordance with the Contract. City's acceptance of schedule shall be for its use in monitoring and evaluating job progress, payment requests, and time extension requests and shall not, in any manner, impose a duty of care upon City, or act to relieve Contractor of its responsibility for means and methods of construction.

F. Software: Use P6 (Primavera) or City-approved equal. Such software shall be compatible with Windows operating system. Contractor shall transmit contract file to City on compact disk at times requested by City.

G. Transmit each item under the form approved by City.

1. Identify Project with City Contract number and name of Contractor.

2. Provide space for Contractor's approval stamp and City's review stamps.

3. Submittals received from sources other than Contractor will be returned to the Contractor without City's review.

1.06 INITIAL CPM SCHEDULE
A. Initial CPM Schedule submitted for review at the pre-construction conference shall serve as Contractor's schedule for up to ninety (90) calendar days after the Notice to Proceed.

B. I ndicate detailed plan for the Work to be completed in first ninety (90) days of the Contract; details of planned mobilization of plant and equipment; sequence of early operations; procurement of materials and equipment. Show Work beyond ninety (90) calendar days in summary form.

C. Initial CPM Schedule shall be time scaled.

D. Progress Payment Applications shall be returned to the Contractor without action taken by the City in the event the Contractor does not comply with this Specification Section. Submittal and acceptance of the Initial CPM Schedule in compliance with all Contract Document requirements shall be a condition precedent to the first progress payment. Use of Initial CPM Schedule for progress payments shall not exceed ninety (90) calendar days.

E. City and Contractor shall meet to review and discuss the Initial CPM Schedule within seven (7) calendar days after it has been submitted to City.

1. City's review and comment on the schedule shall be limited to Contract conformance (with sequencing, coordination, and milestone requirements).

2. Contractor shall make corrections to schedule necessary to comply with Contract requirements and shall adjust schedule to incorporate any missing information requested by City. Contractor shall resubmit Initial CPM Schedule if requested by City.

F. If, during the first ninety (90) days after Notice to Proceed, the Contractor is of the opinion that any of the Work included on its Initial CPM Schedule has been impacted, the Contractor shall submit to City a written Time Impact Evaluation (“TIA”) in accordance with Article 1.12 of this Section. The TIA shall be based on the most current update of the Initial CPM Schedule.

1.07 ORIGINAL CPM SCHEDULE
A. Submit a detailed proposed Original CPM Schedule presenting an orderly and realistic plan for completion of the Work in conformance with requirements as specified herein.

B. Constraints: Include only constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities in the schedule by phase.

2. Work by City: Include a separate activity for each portion of the Work performed by City. 195
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3. Owner Furnished Products: Include a separate activity for each product. Include delivery date indicated in Section 011000. Delivery dates indicated stipulate the earliest possible delivery date.

4. Products Ordered in Advance: Include a sperate activity for each product, include earliest possible delivery date.

5. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with existing construction.
b. Use of premises restrictions.
c. Seasonal Variations.
d. Environmental Control.

6. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Subcontract awards.
b. Temporary facilities
c. Submittals
d. Purchases
e. Mockups
f. Fabrication
g. Sample testing
h. Deliveries
i. Installation
j. Tests and inspections
k. Adjusting
l. Curing
m. Punch List
n. Startup and placement into final use and operation
o. Commissioning

7. Area Separations: Identify each floor and major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities. a. S tructural Completion.
b. Temporary enclosure and space conditioning.
c. Permanent space enclosure
d. Completion of mechanical installation.
e. Completion of electrical installation.
f. Substantial Completion.

C. Milestones: Include milestones indicated in the Contract Documents within the schedule, including, but not limited to, the Notice to Proceed, interim milestones indicated below, Substantial Completion, and Final Completion. Milestones shall be on a seven (7) day per week calendar.

1. Interim Milestones should include:
a. Foundation Completion.
b. Structural Completion.
c. Temporary enclosure and space conditioning.
d. Permanent space enclosure.
e. Building weather tight.
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f. Completion of mechanical installation.
g. Completion of electrical installation.
h. Substantial Completion.

D. Progress Schedule shall include or comply with following requirements:

1. No activity on schedule shall have duration longer than fifteen (15) workdays, with exception of submittal, approval, fabrication, and procurement activities, unless otherwise approved by City.
a. Activity durations shall be total number of actual workdays required to perform that activity.

2. Each activity in the schedule shall include the following information: Activity Designation/Number – (Description Label or Name), Duration, Calendar ID, Early start date, Late start date, Early finish date, Late finish time, Identification of activities which comprise the critical path for completion, and Total float; and milestone completion dates, if any.

3. City furnished materials and equipment, if any, identified as separate activities.

4. Activities for maintaining Project Record Documents.

5. Dependencies (or relationships) between activities.

6. Processing/approval of submittals and shop drawings for all material and equipment required per the Contract. Activities that are dependent on submittal acceptance or material delivery shall not be scheduled to start earlier than expected acceptance or delivery dates. a. Include time for submittals, re-submittals, and reviews by City. Coordinate with accepted schedule for submission of Shop Drawings, samples, and other submittals. b. C ontractor shall be responsible for all impacts resulting from re-submittal of Shop Drawings and submittals.

7. Procurement of major equipment, through receipt and inspection at jobsite, identified as separate activity.
a. Include time for fabrication and delivery of manufactured products for the Work. b. Show dependencies between procurement and construction.

8. Activity description; what Work is to be accomplished and where.

9. Responsibility code for each activity corresponding to Contractor or Subcontractor responsible for performing the Work.

10. Identify the activities which constitute the controlling operations or critical path. No more than twenty-five (25%) of the activities shall be critical or near critical. Near critical is defined as float in the range of one (1) to (10) days.

11. Thirty (30) calendar days for developing punch list(s), completion of punch-list items, and final cleanup for the Work or any designated portion thereof. No other activities shall be scheduled during this period.

12. Interface with the work of other contractors, City, and agencies such as, but not limited to, utility companies.

13. Show detailed Subcontractor Work activities. In addition, and upon City request, furnish copies of Subcontractor schedules upon which CPM was built. a. A lso furnish for each Subcontractor, as determined by City, submitted on Subcontractor letterhead, a statement certifying that Subcontractor concurs with Contractor's Original CPM Schedule and that Subcontractor's related schedules have been incorporated, including activity durations and key milestones. 197
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b. Subcontractor schedules shall be independently derived and not a copy of Contractor's schedule.
c. In addition to Contractor's schedule and resource loading, obtain from electrical, mechanical, and plumbing Subcontractors, and other Subcontractors as required by City, productivity calculations common to their trades, such as units per person day, feet of pipe per day per person, feet of wiring per day per person, and similar information.
d. Furnish schedule for Contractor/Subcontractor CPM schedule meetings which shall be held prior to submission of Original CPM schedule to City. City shall be permitted to attend scheduled meetings as an observer.

Goleta City CouncilSeptember 1, 2026

Goleta City Council
September 1, 2026