Pacifica City Council
October 24, 2022

At panels with minor to moderate damage, patching superficial cracks and spalled concrete would mitigate further damage. Providing additional supports at panels to supplement existing corroded rebar would extend the life of the panels and reduce the likelihood of future collapses.

The collapsed handrail at the extension pier should be replaced or the extension closed to the public. The recommended timeline for other panels is provided in Table 5-1, referenced to Year 2021 as baseline i.e., Year 0.

It is also recommended to close the pier when high wind and wave conditions are anticipated in the area.

The panels, especially the ones parallel to shore, should be visually checked before opening the pier.

Table 5-1: Recommended Timeline for Repairs
Damage Rating Time (Years)
Severe 0 to 1
Major 0 to 2
Moderate 0 to 5
Minor 0 to 10

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Packet Pg. 238 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project) Field Observation Summary.docx 10
Appendix A
Field Observation Notes and Damage Rating Summary

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Packet Pg. 239 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 2/12/2021 FIELD OBSERVATION REPORT - VISUAL AND SPALLING INSPECTION ENGINEER PB DATE 2/15/2021
CHECKED SC DATE 2/18/2021

PANEL ID INFO

N/S/E/W SIDE OF PIER (NORTH/SOUTH/EAST/WEST)
# PANEL COUNT FROM ENTRANCE OF PIER (Negative # indicates panels shoreside of the gate)

S SHORT PANEL

A ABUTMENT WALL

REPORT ITEM

RAT DAMAGE RATING
ND No Damage
MN Minor Damage
MJ Major Damage
SV Severe Damage
MC(##) MINOR CRACK NOT EXCEEDING 1/16" (TOTAL LENGTH OF CRACK, INCHES) MS(##x##) MINOR SPALLING (APPROX. AREA, INCHES)

CR CRACKING WITH LOSS OF EFFECTIVE CONCRETE AREA AT SUPPORT

SP SPALLING WITH LOSS OF EFFECTIVE CONCRETE AREA AND REINFORCEMENT COVER

E DAMAGE LOCATED AT EDGE OF PANEL

FW/FH DAMAGE SPREAD ACROSS FULL WIDTH / HEIGHT
X# NUMBER OF INSTANCES OF DAMAGE

MAIN PIER STRUCTURE

PANEL ID INSIDE S OUTSIDE S RAT S REMARK S INSIDE N OUTSIDE N RAT N REMARK N -5A SP MN CR(90) FW-SP SV
-4A SP MD CR SP MJ
-3A CR SPX2 MD SP MJ
-2A CR(60) SP(24X30) MD CR(48) SP SV
-1A E-SP SP(3) MJ CR(30) E-SPX2 MJ
0A MC, CR FW-SP SV GATE OCCURS
4' FROM END
CR(60) E-SP MJ GATE OCCURS
4' FROM END
1 MS(18X10)X2 MD ND STEEL BRACKET
2 E-MC MN MC(42) CR MN
3 ND ND
4S ND SP MD
5 ND MC(42) MN
6 ND ND
7 MS(12X4) MN MS MN
8S MS MN MC MN
9 MC(90), MS SP MD MS(12X18)X2 MD
10 CR, SP SV MS(12X12) MD
11 CR MS SV MS, MC(90) MS MD
12S ND MS MD
13 MS(12X24) MD SPALLING MC(42) MC MD
LEGEND
Side S Side N
GATE Main Pier
Panel 1 to 68
Pier Extension
Panels 1 to 8

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Packet Pg. 240 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 2/12/2021 FIELD OBSERVATION REPORT - VISUAL AND SPALLING INSPECTION ENGINEER PB DATE 2/15/2021
CHECKED SC DATE 2/18/2021
14 ND SP MC SV
15 MC(90) MN MS(18X6), MC MJ
16S MN CLEANING STA

W/ SPALLING
ND
17 ND MS, MC(30) SP MJ
18 MS(12X12) MJ CORRODED
DECK

MC, SP MS MJ
19 MS(6X12)X2 MD SP(24X8) MS SV
20S MS MD MS MN
21 SP,MC(42) MJ MS MN
22 MS MS,CR SV SP MN
23 MC(30) MS MD CR, FW-MC SP MN
24S MS MD ND
25 MS MD SP SP SV
26 SP MJ SP SP MJ
27 MC MN ND
28S ND ND
29 ND ND
30 MN STEEL BRACKET
LOST

ND STEEL BRACKET
31 SP MD E-SP MS,SP SV
32S SP MD MC,MS MJ
33 MC FH-SP SV E-SP SP SV
34 E-SP,CR SV CR(300), SP FH-CR SV
35 MC(30) MN FH-SP MJ
36S MC(42) MN CR MD
37 MC(42), SP MN SP MC SV
38 MC(42) MN SP SP SV
39 MC(42) MS MJ SP MJ
40S ND ND
41 SP SP SV SP(24X12) E-SP,CR SV
42 E-SP, FW-SP SV E-SP MJ
43 MC(42) SP MJ E-SP MJ
44S E-SP SV MN
45 E-SP SV E-SP MJ
46 ND FW-SP SP SV
47 MC MN ND
48S ND ND
49 E-SP SV E-SP SV
50 MS(12X24)X2 E-SP SV E-SP SV
51 MN E-SP MJ
52S SP MJ SP MJ
53 CR SP SV CORRODED
DECK

CR MS SV
54 MN E-MS MJ
55 SP MJ AT MID-PANEL E-SP MJ

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Packet Pg. 241 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 2/12/2021 FIELD OBSERVATION REPORT - VISUAL AND SPALLING INSPECTION ENGINEER PB DATE 2/15/2021
CHECKED SC DATE 2/18/2021
56S MS MN FW-CR FW-CR MD
57 E-SP SV SP MD
58 CR E-SP SV E-SP MJ
59 CR MJ STEEL BRACKET CR E-SP SV STEEL BRACKET
60S CR SV CR FW-CR MD
61 CR SV MC(42) MS MD
62 MS MD CR,MS MJ AT MID-PANEL
63 MC(60) MS MD SP MD
64S MN MN
65 E-SP SV SP SV DAMAGE

CONCENTRATE

D AT CORNER
66 FH-SP SV ND OPEN BAY
67 E-SP MJ CR MJ AT CORNER
68 CR, SP FW-SP MJ END WALL CR, SP FW-SP SV END WALL
NO DAMAGE 12 NO DAMAGE 13
MINOR 17 MINOR 10
MODERATE 15 MODERATE 12
MAJOR 11 MAJOR 21
SEVERE 19 SEVERE 18

PIER EXTENSION
Side W Side E

PANEL ID INSIDE W OUTSIDE W RAT W REMARK W INSIDE E OUTSIDE E RAT E REMARK E 1S MN NEW PANEL MC CR MD
2 CR(42) SP, E-SP MJ MC(42) E-SP SV
3 MN MC(30) MD
4S SV COLLAPSE SP SP SV
5 SV COLLAPSE CR E-SP SV
6 SV COLLAPSE E-SP MJ
7 SP FW-SP SV E-SP MJ
8 MS MD ENDPANEL SP(24X12)X2 MJ ENDPANEL
NO DAMAGE 0 NO DAMAGE 0
MINOR 2 MINOR 0
MODERATE 1 MODERATE 2
MAJOR 1 MAJOR 3
SEVERE 4 SEVERE 3
NO DAMAGE 25
MINOR 29
MODERATE 30
MAJOR 36
SEVERE 44
TOTAL

SUBTOTAL

SUBTOTAL SUBTOTAL

SUBTOTAL

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Packet Pg. 242 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 7/5/2022 FIELD OBSERVATION NOTES - VISUAL CONDITION ASSESSMENT NOTES BY Satish Chilka PE, Derek Linsley PE
COMPILED BY Ishan Goel, EIT

PANEL ID INFO

N/S/E/W SIDE OF PIER (NORTH/SOUTH/EAST/WEST)
# PANEL COUNT FROM ENTRANCE OF PIER (Negative # indicates panels shoreside of the gate)

S SHORT PANEL

A ABUTMENT WALL

REPORT ITEM

RAT DAMAGE RATING

ND NO DAMAGE

MN MINOR DAMAGE

MD MODERATE DAMAGE

MJ MAJOR DAMAGE

SV SEVERE DAMAGE
MC(##) MINOR CRACK NOT EXCEEDING 1/16" (TOTAL LENGTH OF CRACK, INCHES) MS(##x##) MINOR SPALLING (APPROX. AREA, INCHES)

CR CRACKING WITH LOSS OF EFFECTIVE CONCRETE AREA AT SUPPORT

SP SPALLING WITH LOSS OF EFFECTIVE CONCRETE AREA AND REINFORCEMENT COVER

B BOTTOM CONNECTION DAMAGED

E DAMAGE LOCATED AT EDGE OF PANEL

FW/FH DAMAGE SPREAD ACROSS FULL WIDTH / HEIGHT
X# NUMBER OF INSTANCES OF DAMAGE

MAIN PIER STRUCTURE - REVISED RATINGS
PANEL ID INSIDE OUTSIDE RAT REMARK INSIDE OUTSIDE 2 RAT REMARK -5A SP MN CR(90) FW-SP SV
-4A SP MD CR SP MJ B
-3A CR SPX2 MD SP MJ B
-2A CR(60) SP(24X30) MJ B, 11'-2"
(INSIDE)
CR(48) SP SV 11'-2" (INSIDE)
-1A E-SP SP(3) MJ B CR(30) E-SPX2 SV MJ-SV
0A MC, CR FW-SP SV GATE OCCURS
4' FROM END
CR(60) E-SP MJ GATE OCCURS
4' FROM END
1 MS(18X10)X2 MJ MJ-MD, STEEL
BRACKET (7'-
11")

MN STEEL BRACKET
(8'-3")
2 42" CR E-MC MN MC(42) CR MN
3 ND ND
4S ND SP MD MD-MN
5 MN DECK

DAMAGED
MC(42) MN
LEGEND

PIER SIDE - S PIER SIDE - N
GATE
Main Pier Panel 1 to 68
Pier Extension Panels 1 to 8

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Packet Pg. 243 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 7/5/2022 FIELD OBSERVATION NOTES - VISUAL CONDITION ASSESSMENT NOTES BY Satish Chilka PE, Derek Linsley PE
COMPILED BY Ishan Goel, EIT
6 ND ND
7 MS(12X4) MN MS MD MD-MN
8S MS MJ MD-MJ MC MN
9 MC(90), MS SP MJ MD-MJ, LARGE

OPENING
MS(12X18)X2 MJ MD-MJ, B
10 CR, SP MJ MD-MJ, ENDS MS(12X12) MD
11 CR MS MJ MD-MJ, TOP MS, MC(90) MS MD MD-MN
12S ND MS MD MD-MN
13 MS(12X24) MD SPALLING MC(42) MC MD MD-MN
14 MN SP MC SV SV-MJ, ENDS
15 MC(90) MN MS(18X6), MC MJ MJ-MD
16S ND ND CLEANING STA

W/ SPALLING
17 MD CORRODED
DECK
MS, MC(30) SP MJ
18 MS(12X12) MD MC, SP MS MJ MJ-MD
19 MS(6X12)X2 MD SP(24X8) MS SV SV-MJ
20S MS MN MS MN MN-ND
21 SP,MC(42) MJ MJ-MD MS MD MN-MD, B
22 MS MS,CR MJ MD-MJ, ENDS SP MJ MD-MJ
23 MC(30) MS MJ MD-MJ CR, FW-MC SP SV SV-MJ
24S MS MD DECK DAMAGE MJ MJ-MD
25 MS MN SP SP SV
26 SP MJ MJ-MD SP SP MJ MJ-MD
27 MC MD MC MN ND-MN
28S MN MN-ND,NO

JOINT GAP

ND NO JOINT GAP
29 ND STEEL BRACKET
LOST

MN ND-MN,

CORRODED

STEEL BRACKET
30 MD MN-MD END LAND -
SPALL

MJ MD-MJ
31 SP MN E-SP MS,SP MJ MD-MJ
32S SP MD MC,MS MJ MJ-MD
33 MC FH-SP MJ MJ-MD E-SP SP SV SV-MJ, ENDS
34 E-SP,CR SV CR(300), SP FH-CR SV
35 MC(30) MN DECK CRACK FH-SP MJ
36S MC(42) MN CR MD WATERSIDE
BASE

DAMAGED
37 MC(42), SP MD MN-MD SP MC SV
38 MC(42) MJ MD-MJ SP SP SV
39 MC(42) MS MJ SP MJ
40S MN ND-MN ND
41 SP SP SV DECK DAMAGE SP(24X12) E-SP,CR SV SV-MJ, DECK

DAMAGE - MD
42 E-SP, FW-SP SV E-SP SV MJ-SV, ENDS

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Packet Pg. 244 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 7/5/2022 FIELD OBSERVATION NOTES - VISUAL CONDITION ASSESSMENT NOTES BY Satish Chilka PE, Derek Linsley PE
COMPILED BY Ishan Goel, EIT
43 MC(42) SP MJ MJ-MD E-SP MJ MJ-MD
44S E-SP SV SV-MJ MN
45 E-SP MJ MD-MJ E-SP MJ
46 ND FW-SP SP SV
47 MC MD MN-MD SV SV-MJ
48S MN MN ND-MN
49 E-SP MJ MD-MJ E-SP SV SV-MJ, ENDS
50 MS(12X24)X2 E-SP MJ MD-MJ E-SP SV SV-MJ
51 MD MN-MD E-SP MJ MD-MJ
52S SP MJ MD-MJ SP MJ MD-MJ
53 CR SP MJ CORRODED
DECK

CR MS SV SV-MJ, MD -

DECK DAMAGE
54 MD MN-MD E-MS MJ MJ-MD
55 SP MJ MD-MJ, AT

MID-PANEL

E-SP MJ MJ-MD
56S MS MN FW-CR FW-CR MD
57 E-SP SV SV-MJ SP MJ MD-MJ
58 CR E-SP SV SV-MJ E-SP MJ
59 CR MD MN-MD, STEEL

BRACKET

MISSING

CR E-SP SV MJ-SV, STEEL

BRACKET
60S CR MN CR FW-CR MJ MD-MJ
61 CR MJ MD-MJ, DECK
DAMAGE
MC(42) MS MJ MD-MJ
62 MS MJ MD-MJ CR,MS MJ AT MID-PANEL
63 MC(60) MS MJ MD-MJ SP MJ MD-MJ
64S MN MN MN-ND
65, L-SHAPE
@ N

E-SP SV SV-MJ SP SV DAMAGE

CONCENTRATE

D AT CORNER
66 FH-SP MJ MJ-MD ND OPEN BAY,

DECK DAMAGE
67 E-SP MD CR MD AT CORNER
68 CR, SP FW-SP SV SV-MJ, END
WALL

CR, SP FW-SP SV END WALL
NO DAMAGE 7 NO DAMAGE 6
MINOR 17 MINOR 10
MODERATE 16 MODERATE 10
MAJOR 25 MAJOR 27
SEVERE 9 SEVERE 21

SUBTOTAL SUBTOTAL

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Packet Pg. 245 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

PROJECT PACIFICA PIER HANDRAIL REPAIRS

CLIENT CITY OF PACIFICA
SUBJECT 7/5/2022 FIELD OBSERVATION NOTES - VISUAL CONDITION ASSESSMENT NOTES BY Satish Chilka PE, Derek Linsley PE
COMPILED BY Ishan Goel, EIT

PIER N/S EXTENSION - CLOSED NO ACCESS - RATINGS NOT REVISED PANEL ID INSIDE OUTSIDE RAT REMARK INSIDE OUTSIDE 2 RAT REMARK 1S MN NEW PANEL MC CR MD
2 CR(42) SP, E-SP MJ MC(42) E-SP SV
3 MN MC(30) MD
4S SV COLLAPSE SP SP SV
5 SV COLLAPSE CR E-SP SV
6 SV COLLAPSE E-SP MJ
7 SP FW-SP SV E-SP MJ
8 MS MD ENDPANEL SP(24X12)X2 MJ ENDPANEL
NO DAMAGE 0 NO DAMAGE 0
MINOR 2 MINOR 0
MODERATE 1 MODERATE 2
MAJOR 1 MAJOR 3
SEVERE 4 SEVERE 3

SUMMARY
NO DAMAGE 13
MINOR 29
MODERATE 29
MAJOR 56
SEVERE 37
TOTAL

SUBTOTAL SUBTOTAL

PIER SIDE - W PIER SIDE - E

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Packet Pg. 246 Attachment: Attachment B - Field Observation Summary (5161 : Reject Bids for Pier Handrail Repair Project)

CITY OF PACIFICA
540 Crespi Drive Pacifica, CA 94044

CONSTRUCTION SERVICES AGREEMENT

PIER HANDRAIL REPAIR PROJECT
DATE: October 24, 2022

1. IDENTIFICATION OF CONTRACTOR:

CONTRACTOR: Power Engineering Construction Co.

CALIFORNIA LICENSE NO: 488215 CLASS: A/B/HAZ

2. SCOPE OF THE WORK
See Scope of Work attached as Appendix A.

COMPENSATION FOR WORK. Contractor’s total compensation for the Work performed under this Agreement (Contract Sum) is $1,409,937 , to be paid as: (1)  lump sum; (2)  lump sum with progress payments; (3) x per attached schedule of rates and charges, up to a guaranteed not-to-exceed amount of $1,409,937. All payments x shall  shall not be subject to a five percent (5%) retention.

3. SCHEDULE OF PERFORMANCE FOR THE WORK. Contractor shall commence and complete the Work by the following dates:

Commencement Date shall be on the date established in the Notice to Proceed. Owner reserves the right to modify or alter the Commencement Date of the Work.

Substantial Completion Date: Within 110 working days of Commencement Date.

Final Completion Date: Within 10 working days of Substantial Completion.

3.01 Liquidated Damage Amounts.

A. As liquidated damages for delay Contractor shall pay Owner thirty-five hundred dollars ($3500) for each Day that expires after the time specified herein for Contractor to achieve Substantial Completion of the entire Work, until achieved.

B. As liquidated damages for delay Contractor shall pay Owner thirty-five hundred dollars ($3500) for each Day that expires after the time specified herein for Contractor to achieve Final Completion of the entire Work, until achieved.

3.02 Scope of Liquidated Damages
Contractor and Owner agree that because of the nature of the Project, it would be impractical or extremely difficult to fix the amount of such actual damages incurred by Owner because of a delay in completion of all or any part of the Work. Contractor and Owner agree that specified measures of liquidated damages shall be presumed to be the amount of such damages actually sustained by ATTACHMENT C 9.c
Packet Pg. 247 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 2 Owner, and that because of the nature of the Project, it would be impracticable or extremely difficult to fix the actual damages.

B. Liquidated damages for delay shall cover administrative, overhead, interest on bonds, and general loss of public use damages suffered by Owner as a result of delay. Liquidated damages shall not cover the cost of completion of the Work, damages resulting from Defective Work, lost revenues or costs of substitute facilities, or damages suffered by others who then seek to recover their damages from Owner (for example, delay claims of other contractors, subcontractors, tenants, or other third-parties), and defense costs thereof. Owner may deduct from any money due or to become due to Contractor subsequent to time for completion of entire Work and extensions of time allowed pursuant to provisions hereof, a sum representing then-accrued liquidated damages.

4. TERMS AND CONDITIONS.

4.01 Contractor shall perform the Work in accordance with the terms and conditions of this Agreement and the following attachments (together, Contract Documents):

Appendix A – Scope of Work
Appendix B – General Conditions
Appendix C – Insurance
Appendix D – Construction Labor and Materials Payment Bond Appendix E – Construction Performance Bond
Appendix F – Supplemental Conditions

4.02 The Contract Documents are the sole and exclusive provisions that govern the Work. Any provision contained in any Owner purchase order issued in connection with this Agreement or any Work shall be null and void and shall have no force or effect.

4.03 Agreement number must appear on all invoices and correspondence. Send invoices in duplicate immediately upon performance of Work ordered hereon or as otherwise provided in the Contract Documents to :

City of Pacifica, Department of Public Works,
540 Crespi Dr., Pacifica, CA 94044
CONTRACTOR: Power Engineering Construction Co.OWNER: City of Pacifica _______________________________ __________________________________ Signature Signature
_______________________________ Kevin Woodhouse, City Manager Print Name & Title
______________________________ __________________________________ Date Date
APPROVED AS TO FORM: ATTEST:
_______________________________ __________________________________ Michelle Marchetta Kenyon, City Attorney Sarah Coffey, City Clerk

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Packet Pg. 248 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 3 Addresses for Notices: Addresses for Notices:

City of Pacifica
540 Crespi Dr.

Pacifica, CA 94044

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Packet Pg. 249 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 4 Appendix A to Construction Services Agreement

SCOPE OF WORK
The project includes removal and replacement of pier handrails and patching of pier handrails located at the Pacifica Municipal Pier. Plans and Specifications entitled: Pacifica Pier Handrail Repairs.

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Packet Pg. 250 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 5 Appendix B to Construction Services Agreement

GENERAL CONDITIONS
ARTICLE 1 TERMS OF PERFORMANCE
Construction Services Agreement (Agreement) Force and Effect. The provisions of the Agreement and other Contract Documents constitute the entire agreement between the Contractor and Owner regarding the Work described herein. No representation, term or covenant not expressly specified in the Contract Documents shall be a part of the parties’ agreement. The Agreement and other Contract Documents shall govern the Work (whenever performed), and shall supersede all other purchase orders and agreements between Contractor and Owner, and any proposal, with respect to the Work.

Construction Performance Bond; Construction Labor and Materials Payment Bond; Securities in Lieu of Retention Escrow Account.

If Contract Sum under the Agreement exceeds (or is expected to exceed) $25,000, Contractor shall provide (i) a construction labor and material payment bond, in accordance with Civil Code Section 9550 and in form attached hereto Appendix D – Construction Labor and Materials Payment Bond, and (ii) a construction performance bond in form attached hereto as Appendix E – Construction Performance Bond. Contractor may not substitute cash in lieu of the required bond(s).

If the Agreement specifies performance retention, Contractor may elect to substitute securities or direct payment to an escrow account, pursuant to Public Contract Code Section 22300 (incorporated herein by this reference).

Records and Payment Requests. Contractor shall submit all billings with all necessary invoices or other appropriate evidence of proper performance, after which Owner shall make payment within 30 days. Upon Owner’s written request, Contractor shall make available to Owner, its authorized agents, officers, or employees, any and all ledgers, books of accounts, invoices, vouchers, cancelled checks, and other records or documents evidencing or relating to the Work or the expenditures and disbursement charged to Owner, and all correspondence, internal memoranda, calculations, books and accounts, records documenting its Work under the Contract Documents, and invoices, payrolls, timecards, records and all other data related to matters covered by the Contract Documents.

Contractor shall furnish to Owner, its authorized agents, officers, or employees, such other evidence or information as Owner may require with regard to the Work or any such expenditure or disbursement charged by Contractor. Contractor shall maintain all such documents and records prepared by or furnished to Contractor during the course of performing the Work for at least five years following completion of the Work, except that all such items pertaining to hazardous materials shall be maintained for at least 30 years. Contractor shall permit Owner to audit, examine and make copies, excerpts and transcripts from such records. The State of California or any federal agency having an interest in the subject of the Contract Documents shall have the same rights conferred to Owner by this section. Such rights shall be specifically enforceable.

Use of Contract Documents and Other Information. Drawings, Specifications, and other Contract Documents are made available to Contractor solely for Contractor’s use under the Contract Documents. Further, all tangible and intangible property developed, produced and/or provided by Contractor under the Contract Documents, and all such items (other than Contract Documents) provided by Owner to Contractor in connection with the Contract Documents including, without limitation, drawings, specifications, sketches, models, samples, tools, computer programs, technical information, confidential business information, scripts, customer or personnel information and data, whether written, oral or otherwise (all hereinafter referred to as Information) shall be Owner’s sole property. Contractor may not use Contract Documents or Information for

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Packet Pg. 251 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 6 any purpose unrelated to Contract Documents without Owner’s prior written consent. All copies of Information in written, graphic or other tangible form shall be delivered to Owner upon completion of Work, or earlier if otherwise provided in Contract Documents.

Performance of Work/No Assignment. Time is of the essence in the performance of the Work.

Contractor will perform the Work in a skillful and workmanlike manner; comply fully with criteria established by Owner, and with applicable laws, codes, and all applicable industry standards.

Contractor shall maintain its work area in a clean and sanitary condition, clear debris and trash at the end of each work day, and shall not damage or disrupt any property unless specifically part of the scope of the Contract Documents. Contractor shall not contract any portion of the Work or otherwise assign the Contract Documents without prior written approval of Owner. (Contractor shall remain responsible for compliance with all terms of the Contract Documents, regardless of the terms of any such assignment.) Contractor shall permit Owner (or its designees) access to the work area, Contractor’s shop, or any other facility, to permit inspection of the Work at all times during construction and/or manufacture and fabrication. The granting of any progress payment, and any inspections, reviews, approvals or oral statements by any Owner representative, or certification by any governmental entity, shall in no way limit or relieve Contractor from its obligations under the Contract Documents. Either party’s waiver of any breach, or the omission or failure of either party, at any time, to enforce any right reserved to it, or to require strict performance of any provision of the Contract Documents, shall not be a waiver of any other right to which any party is entitled, and shall not in any way affect, limit, modify or waive that party’s right thereafter to enforce or compel strict compliance with every provision hereof. Owner shall have, at all times, set-off rights with respect to any payment and Contractor’s failure to perform the terms of the Contract Documents.

Defective Work; Warranties. Contractor warrants that all construction services shall be performed in accordance with generally accepted professional standards of good and sound construction practices, all Contract Documents requirements, and all laws, codes, standards, licenses, and permits. Contractor warrants that all materials and equipment shall be new, of suitable grade of their respective kinds for their intended uses, and free from defects. Contractor hereby grants to Owner for a period of one year following the date of completion its unconditional warranty of the quality and adequacy of all of the Work including, without limitation, all labor, materials and equipment provided by Contractor and its Subcontractors of all tiers. If either prior to completion of the Work, or within one year after completion, any Work (completed or incomplete) is found to violate any of the foregoing warranties (Defective Work), Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions, correct, remove and replace the Defective Work with conforming Work, and correct, remove and replace any damage to other Work or other property resulting therefrom. If Contractor fails to do so within five days of Owner’s written notice (or other time period specified in the notice), Contractor shall pay all of the Owner’s resulting claims, costs, losses and damages. Where Contractor fails to timely correct Defective Work, or defects are discovered outside the correction period, Owner shall have all rights and remedies granted by law.

Earthwork and Underground Facilities. If the Work involves digging trenches or other excavations that extend deeper than four feet below the surface, Contractor shall notify Owner in writing of any material that Contractor believes may be hazardous waste that is required to be removed in accordance law, subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids, or 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 Documents, pursuant to Public Contract Code Section 7104. For any Work involving trench shoring that costs in excess of $25,000, Contractor shall submit and Owner (or a

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Packet Pg. 252 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 7 registered civil or structural engineer employed by Owner) must accept, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches, pursuant to Labor Code Section 6705. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. Consistent with Government Code Section 4215, as between Owner and Contractor, Owner will be responsible for the timely removal, relocation, or protection of existing main or trunk line utility facilities located on the Site only if such utilities are not identified in the Contract Documents or information made available for bidding.

LEGAL
Compliance with Laws; Conflict of Interests. Contractor shall comply with all applicable federal and state laws, regulations and policies, as amended, including those regarding discrimination, unfair labor practices, anti-kick-back, collusion, prevailing wages, labor compliance, and the provisions of the Americans with Disability Act. Contractor, its officer, partners, associates, agents, and employees, shall not make, participate in making, or in any way attempt to use the position afforded them by the Contract Documents to influence any governmental decision in which he or she knows or has reason to know that he or she has a financial interest under applicable state, federal and local conflict of interest regulations. Contractor warrants that no person or agency has been employed or retained, or will be employed or retained, to solicit or obtain any contract with Owner, upon an agreement or understanding for a contingent fee, except a bona fide employee or agency.

Licenses, Patents, Permits. Before commencing Work, Contractor shall apply for, obtain and maintain in current status, at its own expense, any license, permit or approval required from any agency for the performance of Work. To the greatest extent permitted by law, Contractor shall not be entitled to any compensation for any Work performed while not properly licensed, etc.

Employee Wages; Records; Apprentices. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contractor shall post job site notices as prescribed by regulation. Contractor shall pay prevailing wages to its employees on any Order in excess of $1,000.00. Copies of the prevailing rate of per diem wages are on file at Owner’s principal office. Contractor shall comply with the 8-hours per day/40 hours per week/overtime/working hours restrictions for all employees, pursuant to the California Labor Code.

Contractor and all subcontractors shall keep and maintain accurate employee payroll records for Work performed. The payroll records shall be certified and submitted as required by law, including Labor Code Section 1771.4 and 1776, including (if the Agreement is awarded on or after April 1, 2015 or continues on or after January 1, 2016) to the Labor Commissioner no less frequently than monthly. Contractor shall comply fully with Labor Code Section 1777.5 in the hiring of apprentices for work relating to the Agreement. If Contract Sum exceeds $2,000 and is funded with federal funds, then Contractor shall pay federal Davis Bacon wages and comply with applicable federal requirements.

Mandatory Contractor and Subcontractor Registration. Pursuant to Labor Code Section 1771(a), Contractor represents that it and all of its Subcontractors are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Contractor covenants that any additional or substitute Subcontractors will be similarly registered and qualified.

Indemnity/Liability. Contractor shall defend, indemnify, and save harmless, to the fullest extent permitted by law, the Owner and each of its officers, directors, representatives, agents and employees, against all claims, suits, actions, loss, cost, damage, expense, and liability arising from or related to bodily injury to or death of any person or damage to any property, or resulting from any breach and/or Contractor’s negligence in performing the Work pursuant to the Contract Documents.

Notwithstanding any provision of the Contract Documents, Owner shall not be liable to Contractor

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Packet Pg. 253 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 8 or anyone claiming under it, in contract or tort, for any special, consequential, indirect or incidental damages arising out of or in connection with the Contract Documents or the Work. Owner’s rights and remedies, whether under the Contract Documents or other applicable law, shall be cumulative and not subject to limitation.

Worker’s Compensation. Pursuant to Labor Code Sections 1860 and 1861, in accordance with the provisions of Section 3700 of the Labor Code, every contractor will be required to secure the payment of compensation to his employees. Contractor represents that it is aware of the provisions of Labor Code Section 3700 that 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 Contractor shall comply with such provisions before commencing the performance of the Work.

MISCELLANEOUS
No Modification or Waiver; Severability. The Contract Documents may not be modified, nor may compliance with any of its terms be waived, except by written instrument executed and approved by fully authorized representatives of Owner and Contractor. Contract Documents headings are for convenience only and do not affect the construction of the Contract Documents. Should any part of the Contract Documents be declared invalid, void or unenforceable, all remaining parts, terms and provisions of the Contract Documents shall remain in full force and effect and shall in no way be invalidated, impaired or affected thereby.

Independent Contractor. Contractor is an independent Contractor and does not act as Owner’s agent in any capacity, whatsoever. Contractor is not entitled to any benefits that Owner provides to Owner employees including, without limitation, insurance, worker’s compensation benefits or payments, pension benefits, health benefits or insurance benefits. Terms within the Contract Documents regarding directives apply to and concern the result of the Contractor’s provision of Work not the means, methods, or scheduling of the Contractor’s Work. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures with respect to its provision of Work under the Contract Documents. Contractor shall pay all payroll taxes imposed by any governmental entity and will pay all other taxes not specifically identified in the Contract Documents as Owner’s responsibility.

Termination; Suspension; Disputes. Owner may direct Contractor to terminate, suspend, delay, interrupt or accelerate Work, in whole or in part, for such periods of time as Owner may determine in its sole discretion. Owner will issue such directives in writing, and may do so, in whole or in part, for its convenience or due to Contractor’s fault. Owner will compensate Contractor for extra costs resulting from such directives only to the extent that Owner issues such directives for its convenience and not due to Contractor’s fault (but Owner shall not compensate Contractor for costs, profit or overhead anticipated to be earned or incurred on Work terminated for Owner’s convenience.) Contractor shall continue its Work throughout the course of any dispute, and Contractor’s failure to continue Work during a dispute shall be a material breach of the Contract Documents. All claims by Contractor against Owner shall be submitted in writing to Owner, and shall be governed by Public Contract Code Sections 20104 – 20104.6, after which time the one year time period in Government Code Section 911.2 shall be, pursuant to Government Code Section 930.2, reduced to 90 days. Should Contractor be terminated for default, and such termination is subsequently determined to be wrongful, such termination will be converted to a termination for convenience as provided herein.

Notices. All notices between the parties hereto shall be in writing and may be served by commercial express/overnight courier service or by depositing the same in the United States mail, postage prepaid and certified receipt requested, and addressed as indicated beneath each party’s signature in the Master Agreement, or as either party may otherwise provide to the other.

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Packet Pg. 254 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 9 Dispute Resolution. All Contractor claims not otherwise subject to Public Contract Code Sections 20104 et seq shall, as a condition precedent to litigation thereon, first be mediated. Mediation shall be confidential, non-binding, pursuant to the construction mediation procedures of JAMS in San Francisco, California, and utilize the services of a mediator mutually acceptable to the parties. If the parties are unable to agree, the mediator will be selected by JAMS from its panel of approved construction industry mediators, having a minimum of 10 years’ experience in the construction industry. The cost of mediation shall be equally shared by all parties to the mediation. The parties shall, prior to the commencement of a mediation pursuant to this Paragraph, upon notice of the other party, exchange relevant, non-privileged project documents in compliance with Code of Civil Procedure Sections 2031.010 et seq. Additionally, the parties may agree mutually to engage in additional discovery prior to mediation. Should the parties proceed with additional discovery, they shall, unless mutually agreed otherwise, comply with Code of Civil Procedure Sections 2019, et. seq. The Mediator will undertake to resolve any discovery disputes relating to the Mediation.

Execution; Venue; Limitations. The Agreement shall be deemed to have been executed in San Mateo County, California. Enforcement of the Contract Documents shall be governed by the laws of the State of California, excluding its conflict of laws rules. Except as expressly provided in the Contract Documents, nothing in the Contract Documents shall operate to confer rights or benefits on persons or entities other than Owner and Contractor. As between the parties to the Agreement, any applicable statute of limitations for any act or failure to act shall commence to run on the date of Owner’s issuance of the final Certificate for Payment, or termination of the Contract Documents, whichever is earlier, except for latent defects, for which the statute of limitation shall begin running upon discovery of the defect and its cause.

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Packet Pg. 255 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 10 Appendix C to Construction Services Agreement

INSURANCE

1. Commercial General Liability Insurance, written on an “occurrence” basis, which shall provide coverage for bodily injury, death and property damage resulting from operations, liability for slander, false arrest and invasion of privacy, blanket contractual liability, broad form endorsement, and completed operations, personal and advertising liability, with limits of not less than [$1,000,000] general aggregate and [$1,000,000] each occurrence, subject to a deductible of not more than [$1,000] payable by Contractor.

2. Business Automobile Liability Insurance with limits not less than [$1,000,000] each occurrence including coverage for owned, non-owned and hired vehicles, subject to a deductible of not more than [$1,000] payable by Contractor.

3. Workers’ Compensation Employers’ Liability limits not less than [$1,000,000] each accident, [$1,000,000] per disease and [$1,000,000] aggregate. Contractor’s Workers’ Compensation Insurance policy shall contain a Waiver of Subrogation against the City of Pacifica, its officers, directors, officials, agents, employees and volunteers. In the event Contractor is self-insured, it shall furnish Certificate of Permission to Self-Insure signed by Department of Industrial Relations Administration of SelfInsurance, State of California.

4. [If applicable] Builder’s Risk Insurance including, without limitation, coverage against loss or damage to the Work by fire, lightening, wind, hail, aircraft, riot, vehicle damage, explosion, smoke, falling objects, vandalism, malicious mischief, collapse, and other such hazards as are normally covered by such coverage. Such insurance shall be in amount equal to the replacement cost (without deduction for depreciation and subject to stipulated value in lieu of average clause) of all construction constituting any part of the Work, excluding the cost of excavations, of grading and filling of the land. [Alternatively, if applicable] An Installation Floater including, without limitation, coverage against loss or damage to the Work by fire, lightening, wind, hail, vandalism, malicious mischief, and other such hazards as are normally covered by such coverage. Such insurance shall be in amount equal to the replacement cost (without deduction for depreciation and subject to stipulated value in lieu of average clause) of the Work. [If either Builder’s Risk or an Installation Floater is required, continue] Such insurance may be subject to deductible clauses not to exceed [$10,000] for any one loss. Such insurance will not cover loss or damage to Contractor’s equipment, scaffolding or other materials not to be consumed in the performance of the Work. The insurer shall waive all rights of subrogation against Owner.

5. Insurance policies in Appendix C shall contain an endorsement containing the following terms:

5.01 City of Pacifica, its officers, directors, officials, agents, employees, and volunteers, shall be named as additional insureds, but only with respect to liability arising out of the activities of the named insured, and there shall be a waiver of subrogation as to each named and additional insured.

5.02 The policies shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the company’s liability.

5.03 Written notice of cancellation, non-renewal or of any material change in the policies shall be mailed to Owner thirty (30) days in advance of the effective date thereof.

5.04 Insurance shall be primary insurance and no other insurance or self-insured retention carried or held by any named or additional insureds other than Contractor shall be called upon to contribute to a loss covered by insurance for the named insured.

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Packet Pg. 256 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 11

6. Certificates of Insurance and Endorsements shall have clearly typed thereon the Project Name, shall clearly describe the coverage and shall contain a provision requiring the mailing of written notices of cancellation described in clause 5.03 above.

7. All policies of insurance shall be placed with insurers acceptable to Owner. The insurance underwriter(s) must be duly licensed to do business in the State of California and (other than for workers’ compensation) must have an A. M. Best Company rating of [A-,VII] or better. Required minimum amounts of insurance may be increased should conditions of Work, in the opinion of Owner, warrant such increase. Contractor shall increase required insurance amounts upon direction by Owner.

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Packet Pg. 257 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 12

Appendix D to Construction Services Agreement

CONSTRUCTION LABOR AND MATERIAL PAYMENT BOND
KNOW ALL PERSONS BY THESE PRESENTS:

1. THAT WHEREAS, the City of Pacifica, a general law city and municipal corporation of the State of California (Owner) has awarded to Power Engineering Construction Co.. as Principal a Construction Services Agreement, dated the 10/24/22 (Agreement), titled CONSTRUCTION SERVICES AGREEMENT PIER HANDRAIL REPAIR PROJECT_located at the City of Pacifica in the amount of $1,409,937 (Contract Sum), which Agreement is by this reference made a part hereof, for the work described as follows:

The project includes removal and replacement of pier handrails and patching of pier handrails located at the Pacifica Municipal Pier.

2. AND WHEREAS, Principal is required to furnish a bond in connection with the Agreement to secure the payment of claims of laborers, mechanics, material suppliers, and other persons as provided by law;

3. NOW, THEREFORE, we, the undersigned Principal and ______________________________ as Surety, are held and firmly bound unto Owner in the sum of 100% OF THE CONTRACT SUM ($_________________), for which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

4. THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal, or its heirs, executors, administrators, successors, or assigns approved by Owner, or its subcontractors shall fail to pay any of the persons named in California Civil Code Section 9100, or amounts due under the State of California Unemployment Insurance Code with respect to work or labor performed under the Agreement, or for any amounts required to be deducted, withheld, and paid over to the State of California Employment Development Department from the wages of employees of Principal and subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor, that Surety will pay for the same in an amount not exceeding the sum specified in this bond, plus reasonable attorneys’ fees, otherwise the above obligation shall become and be null and void.

5. This bond shall inure to the benefit of any of the persons named in California Civil Code Section 9100, as to give a right of action to such persons or their assigns in any suit brought upon this bond. The intent of this bond is to comply with the California Mechanic’s Lien Law.

6. Surety, for value received, hereby expressly agrees that no extension of time, change, modification, alteration, or addition to the undertakings, covenants, terms, conditions, and agreements of the Agreement, or to the work to be performed thereunder, shall in any way affect the obligation of this bond; and it does hereby waive notice of any such extension of time, change, modification, alteration, or addition to the undertakings, covenants, terms, conditions, and agreements of the Agreement, or to the work to be performed thereunder.

7. Surety’s obligations hereunder are independent of the obligations of any other surety for the payment of claims of laborers, mechanics, material suppliers, and other persons in connection with Agreement; and suit may be brought against Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing Owner’s rights against the other.

8. Correspondence or claims relating to this bond shall be sent to Surety at the address set forth below.

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Packet Pg. 258 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 13 IN WITNESS WHEREOF, we have hereunto set our hands this __________ day of ____________________, 20___.

CONTRACTOR AS PRINCIPAL SURETY
Company: (Corp. Seal) Company: (Corp. Seal)

Signature Signature

Name Name

Title Title

Street Address Street Address

City, State, Zip Code City, State, Zip Code

END OF DOCUMENT

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Packet Pg. 259 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 14 Appendix E to Construction Services Agreement

CONSTRUCTION PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

1. THAT WHEREAS, the City of Pacifica, a general law city and municipal corporation of the State of California (Owner) has awarded to Power Engineering Construction Co.. as Principal a Construction Services Agreement, dated the 10/24/22 (Agreement), titled CONSTRUCTION SERVICES AGREEMENT PIER HANDRAIL REPAIR PROJECT_located at the City of Pacifica in the amount of $1,409,937 (Contract Sum), which Agreement is by this reference made a part hereof, for the work described as follows:

The project includes removal and replacement of pier handrails and patching of pier handrails located at the Pacifica Municipal Pier.

2. AND WHEREAS, Principal is required to furnish a bond in connection with the Agreement, guaranteeing the faithful performance thereof;

3. NOW, THEREFORE, we, the undersigned Principal and _________________________ as Surety are held and firmly bound unto Owner in the sum of 100% OF THE CONTRACT SUM to be paid to Owner or its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

4. THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal, or its heirs, executors, administrators, successors, or assigns approved by Owner, shall promptly and faithfully perform the covenants, conditions, and agreements of the Agreement during the original term and any extensions thereof as may be granted by Owner, with or without notice to Surety, and during the period of any guarantees or warranties required under the Agreement, and shall also promptly and faithfully perform all the covenants, conditions, and agreements of any alteration of the Agreement made as therein provided, notice of which alterations to Surety being hereby waived, on Principal’s part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify, defend, protect, and hold harmless Owner as stipulated in the Agreement, then this obligation shall become and be null and void; otherwise it shall be and remain in full force and effect.

5. No extension of time, change, alteration, modification, or addition to the Agreement, or of the work required thereunder, shall release or exonerate Surety on this bond or in any way affect the obligation of this bond; and Surety does hereby waive notice of any such extension of time, change, alteration, modification, or addition.

6. Whenever Principal shall be and declared by Owner in default under the Agreement, Surety shall promptly remedy the default, or shall promptly:

6.01 Undertake through its agents or independent contractors, reasonably acceptable to Owner, to complete the Agreement in accordance with its terms and conditions and to pay and perform all obligations of Principal under the Agreement including, without limitation, all obligations with respect to warranties, guarantees, indemnities, and the payment of liquidated damages; or

6.02 Obtain a bid or bids for completing the Agreement in accordance with its terms and conditions, and, upon determination by Owner of the lowest responsible bidder, reasonably acceptable to Owner, arrange for a contract between such bidder and Owner and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of

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Packet Pg. 260 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 15 completion less the balance of the Contract Sum, and to pay and perform all obligations of Principal under the Agreement including, without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages; but, in any event, Surety’s total obligations hereunder shall not exceed the amount set forth in the third paragraph hereof. The term “balance of the Contract Sum,” as used in this paragraph, shall mean the total amount payable by Owner to the Principal under the Agreement and any amendments thereto, less the amount Owner paid to Principal.

7. Surety’s obligations hereunder are independent of the obligations of any other surety for the performance of the Agreement, and suit may be brought against Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing Owner’s rights against the others. Surety may not use Contractor to complete the Agreement absent Owner’s written consent.

8. No right of action shall accrue on this bond to or for the use of any person or corporation other than Owner or its successors or assigns.

9. Surety may join in any proceedings brought under the Agreement and shall be bound by any judgment.

10. Correspondence or claims relating to this bond shall be sent to Surety at the address set forth below.

IN WITNESS WHEREOF, we have hereunto set our hands this _________ day of ________________, 20___.

CONTRACTOR AS PRINCIPAL SURETY
Company: (Corp. Seal) Company: (Corp. Seal)

Signature Signature

Name Name

Title Title

Street Address Street Address

City, State, Zip Code City, State, Zip Code

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Packet Pg. 261 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 16 Appendix F to Construction Services Agreement

SUPPLEMENTAL CONDITIONS

1. Plans
See Plans, Specifications and Estimates.

2. Shop Drawings
Shop drawings maybe required on this project.

3. Dust Control and Cleanup
During the construction period, the dust level shall be kept at a minimum. The premises shall also be kept free from the accumulation of waste material or rubbish. Failure to meet this requirement may result in project shutdown.

The final cleaning shall leave the facilities ready for use with no additional cleanup. Use no cleaning materials which will contaminate the ocean. At the completion of the contract, the Contractor shall remove all remaining litter, debris, materials, temporary structures and equipment from the site.

The premises shall be left in a clean and orderly condition acceptable to the City Engineer.

In the event Contractor leaves the job overnight in an unclean condition, City may take action to provide necessary requirements and will deduct the cost of doing so from subsequent Contractor payments.

4. Public Safety
Contractor shall be responsible during all phases of work to provide for public safety and convenience. It shall be the Contractor’s responsibility to provide adequate provisions to assure the safety of the general public throughout the duration of the project, including periods when no work is being performed. The site shall be thoroughly fenced-off when work is not actively in progress, and lighted barricades shall be placed around any obstructions not encompassed by this fence.

In the event Contractor leaves the job overnight in an unsafe condition, or fails to provide for public safety and convenience, City may take action to provide necessary requirements and will deduct the cost of doing so from subsequent Contractor payments.

All applicable safety regulations shall be complied with to protect the public and the Contractor’s employees. Strict compliance with Cal/OSHA safety requirements in doing the work is required.

5. Prevailing Wage Rates
The Contractor shall post, in a location on the job site, the prevailing wage rate Determination which is applicable to this project.

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Packet Pg. 262 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 17

6. Discrimination
No discrimination shall be made in the employment of persons upon public works because of the race, sex, age, color, national origin, creed, sexual orientation or marital status of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of Section 1735 of the California Labor Code.

7. Employment of Apprentices
Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1967) and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him.

The Contractor and any subcontractor shall comply with the requirements of Sections 1777.5 and 1777.6 in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

8. Materials and Supplies
All materials and supplies called for by contractor’s scope and proposal and shall be new unless otherwise specified.

9. Protection
The Contractor shall provide adequate protection for the site and surroundings throughout the work.

All damage done to existing property shall be neatly repaired or replaced at the Contractor’s expense. Work shall be executed in a careful and orderly manner with the least possible disturbance to public and occupants of the area.

The Contractor shall conduct his operations in such a manner as to avoid damage to existing improvements and adjacent property. The Contractor shall, at its sole cost and expense, repair or replace any damage occurring from his operations to pursue completion of the contract. The repairs and replacement shall be to the satisfaction of the Engineer and according to City standards and practices. The minimum repair or replacement shall be equal to surrounding existing conditions or better, and the Engineer’s decision as to acceptable repair or replacement shall be final. The burden of proof as to whether there was existing damage by the Contractor shall rest with the Contractor.

The site shall be maintained in a neat and orderly manner at all times. All existing facilities shall be protected and, if they are damaged or destroyed by the Contractor, shall be restored or replaced in kind at his expense, to their original conditions, or better, as approved by the City or other owner thereof. The site shall be secured at the conclusion of each work day.

10. Inspections
Inspectors, employed by the City, shall be authorized to inspect all work done and all materials furnished. Such inspection may extend to all or any part of the work on the project and to the preparation, fabrication or manufacture of the materials to be used. An inspector is not authorized to revoke, alter or waive any requirements of the specifications. He is authorized to call the attention

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Packet Pg. 263 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 18 of the Contractor to any failure of the work or materials to conform to the specifications and contract. He shall have the authority to reject materials or suspend the work until any question at issue can be referred to and decided by the Engineer.

An inspector will in no case act as foreman or perform other duties for the Contractor, nor interfere with the Contractor’s management of the work.

In case the Contractor refuses to suspend operations on verbal order, the inspector giving such verbal order will then issue the order in writing. After placing the order in the hands of the person in charge of the work for the Contractor, the inspector will immediately leave the job. Work done during the absence of the inspector will not be accepted or compensated.

The Contractor shall prosecute work only in the presence of an authorized inspector or authorized representative of the Engineer, and any work done without such inspection shall be at the Contractor’s risk and be subject to rejection.

The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work, as performed, is in accordance with the requirements and intent of the specifications and contract. The Contractor shall at all times and for any purpose permit the Engineer and any of his representatives and representatives of the City to have access to the work and the premises used by the Contractor.

11. Defective Materials
Any materials condemned or rejected by the Engineer as not meeting the requirements of these specifications may be branded or otherwise marked by the Engineer and shall, on demand, be at once removed by the Contractor to a satisfactory distance from the work.

If the Contractor does not remove such material within a reasonable time, fixed by written notice, the City may remove and store the materials at the expense of the Contractor. If the Contractor does not pay the expense of such removal and storage within ten days thereafter, the City may, upon ten days’ written notice, sell such materials at auction or at private sale. The City will account for the net proceeds thereof after deducting all the costs and expenses that should have been borne by the Contractor.

No partial payment, inspection, taking possession of, or other act made or done by the Engineer or the City with respect to the work prior to the final completion and acceptance thereof shall relieve Contractor from performing the Work in accordance with this contract, and shall not affect or prejudice the right of the Engineer or the City to reject any defective work or material or to require the Contractor complete fulfillment of all the provisions of the contract.

If the Engineer deems it expedient and not in the best interests of the City to correct work injured or done not in accordance with the contract, the defective work may be accepted subject to an equitable deduction from the contract price which may be made therefor by the City upon certificate from the Engineer.

12. Temporary Suspension of Work and Extension of Time for Performance When conditions at the site of the proposed work are unsatisfactory for the prosecution of a part or all of the work as adjudged by the Contractor and he is forced to suspend such work until reasonable conditions for its prosecution exist, he may request, in writing, that the Engineer authorize such

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Packet Pg. 264 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 19 suspension of work. Without the Engineer’s approval, any suspensions violate this specification.

Unsatisfactory conditions may include, but not limited to: inclement weather, excessively high surf and/or tides, strikes, excessive high or low ambient temperature and inability of delivery of materials by suppliers for good reason.

When, in the opinion of the Engineer, suspensions of work are beyond the control of both the Contractor and the City (including, without limitation, adverse weather, conditions, earthquakes, force majeure events), the time of performance as set forth in the Agreement will be extended by the Engineer, in writing, by a period of time equal to that lost due to the delay occasioned by the allowed suspension, all at no additional cost to the City and without waiver of remedies for nonproliferation of the work. Such allowed suspension of work shall not relieve the Contractor of his contractual responsibilities.

13. Laws and Regulations
The Contractor shall comply with all local, regional, State and Federal laws and regulations at all times. In addition, the Contractor shall meet the standards set by the Air Quality Act for Noise and Pollution. If there is any conflict between these specifications and provisions and any laws or regulations, the matter shall be brought to the attention of the Engineer immediately.

14. Sound Control Requirements
The Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the contract.

Each internal combustion engine, used for any purposes on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler.

15. Air Pollution Control
The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any work performed pursuant to the contract, involving any air pollution control rules, regulations, ordinances and statutes specified in Section 11017 of the Government Code.

16. Water Pollution
General:

Contractor shall take all measures necessary to prevent debris or contamination from entering the ocean. Best Management Practice (BMP) shall be enforced at all times.

Correction of Inadequate Pollution and Erosion Control Measures:

If the measures being taken by the Contractor are inadequate to control water pollution effectively, the City Engineer may direct the Contractor to revise operations. The directions will be in writing and will specify the items of work for which the Contractor’s water pollution control measures are inadequate. No further work shall be performed on those items until the water pollution control measures are made adequate.

Abatement of Other Water Pollution:

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Packet Pg. 265 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 20 The cleanup of water pollution by chemicals, petroleum products, cement or by the escape of any other material that is harmful or potentially harmful, from the work site as a result of the Contractor’s operations, into drainage systems or the ocean shall be the financial responsibility of the Contractor. The means of cleanup and the party or parties to be engaged to perform the cleanup work shall be determined by the Engineer in consultation with appropriate hazardous materials, pollution control, safety, health and wildlife authorities and officials. The Contractor shall immediately carry out cleanup orders issued to him through or by the Engineer and shall make the work site accessible to personnel and equipment from outside pollution control resources called in by the Engineer. The cost of cleanup action called for by the Engineer and performed by outside resources shall be deducted from any monies due or become due the Contractor.

Compensation:

Full compensation for conforming to the requirements of this section shall be considered as included in the Contract Sum paid for the various items of work and no additional compensation will be allowed therefor.

17. Environmental Protection Requirements
Source Reduction and Recycling
The California Integrated Waste Management Act of 1989 (AB 939) mandates that 25 percent of the waste stream in the City of Pacifica be diverted from landfill by 1995 and that this diversion increase to 50 percent by 2000. AB 939 also required the City of Pacifica to prepare and adopt a Source Reduction and Recycling Element (SRRE) outlining recommended programs to meet the above noted diversion goals. One of the approved SRRE programs is to require the utilization of recycled construction materials for City projects. All work performed under this contract and all contractors and their associates and/or employees shall utilize recycled materials and recycle construction materials where feasible. Construction/Demolition Recycling Resources Lists are available from the Pacifica Planning Department and the California Integrated Waste Management Board.

Contractor shall reuse or recycle any useful construction materials generated during the project.

Disposal
At the end of each working day, the Contractor shall collect all scrap, debris and waste material and dispose of such materials properly.

Hazardous Material/Waste Management
A. Storage
The Contractor shall label and store all hazardous materials, such as pesticides, paints, thinners, solvents, and fuels; and all hazardous wastes, such as waste oil and antifreeze; in accordance with the City of Pacifica Hazardous Materials Storage Ordinance and all applicable State and Federal regulations.

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Packet Pg. 266 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 21 The Contractor shall store all hazardous materials and all hazardous wastes in accordance with secondary containment regulations, and it is recommended that these materials and wastes be covered, as needed, to avoid potential management of collected rain water as a hazardous waste.

The Contractor shall keep an accurate, up-to-date inventory, including Material Safety Data Sheets (MSDSs), of hazardous materials and hazardous wastes stored on-site, to assist emergency response personnel in the event of a hazardous materials incident.

B. Disposal
The Contractor shall use secondary containment, such as a drip pan, to catch leaks or spills any time that vehicle or equipment fluids are dispensed, changed or poured.

The Contractor shall keep a stockpile of spill cleanup materials, such as rags or absorbents, readily accessible on site.

The Contractor shall clean up leaks and spills of vehicle or equipment fluids immediately and dispose of the waste and cleanup materials as hazardous waste, as described in the section above.

The Contractor shall not wash any spilled material into streets, gutters, storm drains or creeks and shall not bury spilled hazardous materials.

The Contractor shall report any hazardous materials spill to the City of Pacifica Building Division at (650) 738-7344.

The Contractor shall inspect vehicles and equipment arriving on site for leaking fluids and shall promptly repair leaking vehicles and equipment. Drip pans shall be used to catch leaks until repairs are made.

C. Activity-Specific Requirements
The following requirements shall be met on all projects within the City of Pacifica that include the listed activities.

Concrete, Grout and Mortar Waste Management
Material Management:

The Contractor shall store concrete, grout, and mortar away from drainage areas and ensure that these materials do not enter the storm drain system or the ocean waters.

Concrete Truck/Equipment Wash Out:

The Contractor shall not wash out concrete trucks or equipment into streets or gutters.

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Packet Pg. 267 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair FY 2020-21 & FY 2021-22 PAVEMENT RESURFACING PROJECT: VSS INTERNATIONAL, INC. Page 22 The Contractor shall perform washout of concrete trucks or equipment off-site or in a designated area on-site where the water will flow onto dirt or into a temporary pit in a dirt area. The Contractor shall let the water percolate into the soil and dispose of the hardened concrete in a trash container. If a suitable dirt area is not available, then the Contractor shall collect the wash water and remove it off-site.

18. Layout of Work
Layout of work shall be done by the Contractor. Contractor shall mark the work area limits and facilities to be removed and replaced. All layout shall be approved by the City.

19. Substitutions
Substitutions in material or methods of construction, when necessary because of material shortages or in order to avoid serious delay may be made only after they are approved by the City Engineer in writing.

20. Traffic Control and Public Access
The Contractor shall be responsible for proper traffic control to assure public safety and convenience. Continuous safe public access shall be maintained to residential structures at all times.

21. Material and Workmanship
All materials and workmanship are to be the best of their respective kinds. The terms “or equal,” “approved,” “selected” and so forth shall mean as approved, etc. by the City Engineer. All materials and equipment used should be in accordance with the manufacturer’s printed directions.

Use adequate numbers of skilled workmen who are thoroughly trained and experienced in necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of work specified. Use equipment adequate in terms of size, capacity and numbers to accomplish work in a timely manner.

22. Drug-Free Workplace
The Contractor is required to comply with the Drug-Free Workplace Act of 1988. The requirements of the Drug-Free Workplace Policy are described in City of Pacifica Administrative Policy Number

46. 23. Harassment and Discrimination
The Contractor is required to comply with City of Pacifica Administrative Policy Number 33, Harassment and Discrimination in the Workplace.

24. Payroll Records
Contractor and each Sub-Contractor shall keep an accurate payroll record, showing the name, address, social security number, work week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him in connection with the public work. All payroll records shall be certified and maintained by the Contractor and be made available to auditors and managers from the City upon request.

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Packet Pg. 268 Attachment: Attachment C - Construction Services Agreement - Pier Handrail Repair Project (5161 : Reject Bids for Pier Handrail Repair Plot Date: 4 August 2022 - 1:28 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-G-001.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc. 9 ISSUE FOR BID RNo. C80047 EG I S T ER ED PRO FESS ION A L E NGI N EER STA T E O F C A L I FO R N C I V I L I A S A T I S H C H I L K A A UPDATE - DET, SCHEDULE IG SC July 12, 2022 TITLE SHEET G-001 CM SC DR SCAS SHOWN BEACH BOULEVARD PACIFICA, CA 94044 CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS VICINITY MAP NTS LOCATION MAP SCALE: 1"=200' N PACIFICA MUNICIPAL PIER PROJECT SANTA ROSA AVE MONTECITO AVE

BEACH BLVD

BEACH BLVD SAN JOSE AVE SALADA AVE SANTA MARIA AVE CARMEL AVE

OCEAN CLARENDON ROAD PALOMA AVE BIRCH LANE PACIFIC AVE BRIGHTON ROAD

FRANCISCO BLVD
HIGHWAY 101

PALMETTO AVE

PALMETTO AVE
PACIFIC N 1 SHEET LIST DWG NO. SHEET TITLE G-001 TITLE SHEET G-002 NOTES & ABBREV. S-101 PLAN VIEW S-102 SECTIONS & ELEVATIONS EXISTING STRUCTURE S-103 REPAIR DETAILS S-104 REPAIR DETAILS 02 S-105 PANELS - DOWEL REBAR LAYOUT 1 OF 2 S-106 PANELS - DOWEL REBAR LAYOUT 2 OF 2 S-107 REPAIR SCHEDULE - BASE BID S-107A REPAIR SCHEDULE - ALTERNATIVE BID S-108 PHOTO In accordance with Section 7-8.100(B) of Chapter 8 of Title 7 of the Pacifica Municipal Code, as City Engineer for the City of Pacifica, I do hereby exercise the discretion delegated to me and approve the plan or design of a construction of, or an improvement to, public property to which this statement and my signature is affixed. Executed this 19th day of July, 2022. Sam Bautista, PE, City Engineer

ATTACHMENT D

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Packet Pg. 269
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:28 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-G-002.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc. 9 ISSUE FOR BID RNo. C80047 EG I S T ER ED PRO FESS ION A L E NGI N EER STA T E O F C A L I FO R N C I V I L I A S A T I S H C H I L K A A UPDATE - DET, SCHEDULE IG SC July 12, 2022 NOTES & ABBREV. G-002 CM SC DR SCAS SHOWN GENERAL NOTES AVE AVENUE BMP BEST MANAGEMENT PRACTICE CIP CAST IN PLACE CL CENTERLINE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS OR CONTINUED DIA, Ø DIAMETER EA EACH EL ELEVATION (E) EXISTING EQ EQUAL HORIZ HORIZONTAL JT JOINT LB OR LBS POUND OR POUNDS LF LINEAR FEET LONG LONGITUDINAL MAT'L MATERIAL MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE (N) NEW OAE OR APPROVED EQUAL OC ON CENTER PSF LBS PER SQUARE FOOT PSI LBS PER SQUARE INCH PT POINT QTY QUANTITY REINF REINFORCEMENT BAR, REBARS SF SQUARE FEET SHT SHEET STD STANDARD TBD TO BE DETERMINED THK THICKNESS TRANS TRANSVERS TYP TYPICAL VERT VERTICAL ABBREVIATIONS 1. COORDINATE IDENTIFICATION OF EXISTING CONDITIONS, ACCESS, LOAD LIMITS ON THE PIER, AND STAGING AREA WITH THE OWNER OR OWNER'S REPRESENTATIVE BEFORE BEGINNING WORK 2. DETAILS OF EXISTING HANDRAIL AND RAILING INCLUDING LENGTHS OF PRECAST PANELS ARE BASED ON AVAILABLE DRAWINGS OF THE PIER. 3. VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. NOTIFY OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO REPAIR. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS THE CONTRACTOR SHALL OBTAIN WRITTEN DIRECTION FROM OWNER BEFORE PROCEEDING. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS - DO NOT SCALE DRAWINGS. 4. PROTECT EXISTING SITE FEATURES INCLUDING GATES, LIGHT POST, CONCRETE BENCHES, CLEANING STATIONS, TRASH RECEPTACLE, AND MANHOLE COVERS. REPAIR ANY DAMAGE DONE TO EXISTING FEATURES TO REMAIN. REMOVE, STORE AND REINSTALL ITEMS IF NECESSARY, WITH WRITTEN APPROVAL FROM THE OWNER OR OWNER'S REPRESENTATIVE 5. SECURE WORK AREA IN COORDINATION WITH THE OWNER. PROVIDE SECURITY BARRICADES AS NECESSARY WITH APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE 6. COORDINATE IDENTIFICATION OF REPAIR LOCATIONS WITH THE OWNER OR OWNER'S REPRESENTATIVE BEFORE BEGINNING WORK 7. SEE REPAIR SCHEDULE ON SHEET S-107 FOR BASE BID AND S-107A FOR ALTERNATE BID 8. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF THE REPAIR METHOD BEFORE BEGINNING REPAIRS 9. DIMENSIONS NOTED AS PLUS OR MINUS (±) OR “REF” INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. THEY ARE TO BE FIELD VERIFIED BY THE CONTRACTOR. 10. ALL BMPS SHALL BE IN PLACE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AS WELL AS AT THE END OF EACH WORK DAY. 11. SWEEP THEN PRESSURE WASH THE DECK SURFACE FOR THE ENTIRE LENGTH OF ANY REPLACED PANEL OUT TO THE PIER CENTER LINE. PRESSURE WASH SHALL OCCUR AFTER ALL PANEL INSTALLATION, CONCRETE WORK AND GROUTING IS COMPLETED. THE CITY'S INSPECTOR SHALL INSPECT FOR CLEANLINESS AFTER SWEEPING AND AFTER PRESSURE WASHING. CARE SHALL BE TAKEN TO REMOVE SWEPT ITEMS PRIOR TO PRESSURE WASHING TO PREVENT DISCHARGE TO THE OCEAN. 12. PROVIDE CATCHMENT TO PREVENT ANY MATERIAL FROM FALLING INTO THE WATER DURING DEMOLITION AND CONSTRUCTION. NO DEBRIS SHALL BE ALLOWED TO ENTER THE WATER. AS NEEDED, PROVIDE A TEMPORARY PLATFORM OR OTHER SUITABLE POSITIVE MEANS OF CAPTURING DEBRIS FROM DEMOLITION OPERATIONS. THESE FACILITIES SHALL BE IN PLACE BEFORE STARTING DEMOLITION WORK. ALL CAUGHT MATERIAL SHALL BE REMOVED IMMEDIATELY OR BY THE END OF THE WORKDAY. 13. MAINTAIN GOOD CONSTRUCTION SITE HOUSEKEEPING: KEEP ALL MATERIALS COVERED AND OUT OF RAIN, PLACE TRASH RECEPTACLES ON SITE AND DISPOSE OF WASTE PROPERLY. COVER TRASH RECEPTACLES IN WET WEATHER. 14. INSPECT PROJECT AREA DAILY AT COMPLETION OF WORK TO ENSURE NO DEBRIS, TRASH, OR CONSTRUCTION MATERIALS ARE LEFT AT THE SITE OR IN ADJACENT COASTAL WATERS. 15. REMOVAL ACTIVITIES ARE PROHIBITED OUTSIDE OF THE LIMITS OF THE DESIGNATED CONSTRUCTION AND DEMOLITION. 16. ALL ADVERSELY AFFECTED ACCESS POINTS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER WITHIN 3 DAYS OF COMPLETION OF CONSTRUCTION. 17. EQUIPMENT WASHING, FUELING, AND/OR SERVICING SHALL NOT TAKE PLACE ON SITE. 18. THE PIER MAY BE CLOSED ENTIRELY TO PEDESTRIANS IF NEEDED DURING WORKING HOURS. 19. PLANS ARE INTENDED TO PROVIDE A BASIC LAYOUT OF SITE. THEY MAY NOT ACCURATELY DEPICT ACTUAL DIMENSIONS AND LAYOUT OF STRUCTURAL COMPONENTS. FIELD VERIFICATION OF AS-BUILT CONDITIONS IS RECOMMENDED. 20. ALL FEATURES SHOWN ON THE DRAWING ARE EXISTING UNLESS OTHERWISE NOTED. STRUCTURAL STEEL & MISCELLANEOUS METAL NOTES: CONCRETE, GROUT & REINFORCEMENT NOTES: ORIGINAL MILL SCALE UNOXIDIZED LIGHT TO MEDIUM OXIDIZED SECTION (CLEARING REQ'D) HEAVY OXIDIZED SECTION (CLEARING REQ'D) BAR DIAMETER 1. PROVIDE CATCHMENTS DEVICE DURING REPAIR WORK TO PREVENT CONCRETE CHIPS AND OTHER DEBRIS FROM FALLING INTO THE WATER. 2. NO DISTINCTION IS MADE BETWEEN DELAMINATION, CLOSED SPALLS AND OPEN SPALLS REPAIRS ARE THE SAME. 3. LIMIT OF REPAIR AREAS SHALL BE COORDINATED AND APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. 4. REMOVE EXISTING TIMBER RAILING ON HANDRAILS WHERE NEEDED. SALVAGE AND STORE TIMBER RAILING FOR REUSE. 5. REMOVE ALL DELAMINATED OR DETERIORATED CONCRETE WITHIN THE REPAIR AREA UNTIL SOUND CONCRETE IS ENCOUNTERED OR WITHIN APPROVED LIMITS. CHIPPED OUT AREA SHALL EXTEND AN ADDITIONAL 2 INCHES AROUND THE PERIMETER OF THE DETERIORATED CONCRETE. REMOVE 1 INCH OF CONCRETE ALL AROUND EXPOSED REINFORCING BARS. 6. CHIPPED OUT SURFACES SHALL BE FREE FROM LOOSE AGGREGATE OR ADDITIONAL DELAMINATION. 7. SAW CUT EDGES OF THE CHIPPED OUT AREA PERPENDICULAR TO THE CONCRETE SURFACE TO A MINIMUM DEPTH OF 1 INCH OR A 14 INCH ABOVE THE SHALLOWEST REINFORCEMENT DEPTH, WHICHEVER IS LESS. THE UPPER EDGE OF THE VERTICAL SURFACE REPAIR SHALL BE ANGLED OUTWARDS APPROXIMATELY 1V: 3H. DO NOT SAW CUT THROUGH EXISTING REINFORCEMENT. 8. CLEAN EXPOSED OR CORRODED REINFORCING BARS OF ALL SCALES, RUST, DIRT, OIL OR ANY OTHER DELETERIOUS MATERIALS USING HANDTOOLS OR WIRE BRUSH. ABRASIVE AND HYDROBLASTING IS PROHIBITED 9. MEASURE THE DIAMETER OF THE CLEANED REINFORCING BARS TO DETERMINE REPAIR PER EVAULATION NOTES ON THIS SHEET. ADDIITIONAL CONCRETE MAY BE REMOVED TO REPAIR THE REINFORCING BARS. 10. WHERE REINFORCING BARS ARE CLEANED AND REPAIRED, INSTALL GALVANIC ANODES ON 2 FEET X 2 FEET GRID FOR FULL EXTENT OF SPALL REPAIR. PROVIDE ANODE WITHIN 6 INCHES FROM THE EDGES OF REPAIR LIMITS. 11. ALL FORMWORK SHALL BE WATER TIGHT. 12. NON-CORROSION SPALL REPAIRS TWO SQUARE-FEET OR LESS AND THICKNESS OF 2 INCHES OR LESS MAY BE ACCOMPLISHED WITHOUT FORMWORK BY USING A PATCHING GROUT, WHERE EXISTING EQUIPMENT OR PIPING PROHIBITS THE USE OF FORMWORK, WITH APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE. 13. PROVIDE 34 INCH CHAMFER AT ALL NEW EXTERNAL CONCRETE EDGES AND CORNERS. 14. REMOVE EXCESS CEMENT AND PARTICULATE SLURRY BEFORE CURING. 15. EDGES OF REPAIRS SHALL NOT BE FEATHERED. 16. FORMWORK AND SUPPORTING STRUCTURES FOR REPAIR MATERIAL MAY BE REMOVED AFTER A MINIMUM OF 7 DAYS OR AFTER CONCRETE GAINS SUFFICIENT STRENGTH, BY APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE.

17. AFTER REPAIRS HAVE BEEN CURED FOR A MINIMUM OF 14 DAYS, THE REPAIRED AREAS SHALL BE CLEANED AND COATED WITH A CONCRETE SEALER. THE COATING AREA SHALL EXTEND A MINIMUM 6 INCHES ALL AROUND THE REPAIR AREA. 18. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY REPAIR TYPES THAT DIFFER FROM THE CONTRACT DRAWINGS. ALL SUCH REPAIRS SHALL BE APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. 1. MEASURE EXISTING REINFORCING BAR DIAMETER AND COMPARE WITH ORIGINAL BAR DIAMETERS AS NOTED ON THE REFERENCE DRAWINGS. MEASUREMENT SHALL BE TAKEN AT THE SAME LOCATION BY SETTING THE CALIPER OR OTHER MEASUREMENT DEVICE ON THE BAR AT VARIOUS ANGLES. THE SMALLEST VALUE MEASURED SHALL BE USED. 2. REPAIR EXISTING REINFORCING BARS IN REPAIR AREA IF - 2.1. SINGLE BAR SECTION AREA LOSS EXCEEDS 25% 2.2. SECTION AREA LOSS IN TOTAL REPAIR AREA EXCEEDS 10% 3. REPAIR STIRRUPS IN REPAIR AREA IF - 3.1. SINGLE LEG SECTION LOSS EXCEEDS 20% 3.2. SECTION AREA LOSS IN TOTAL REPAIR AREA EXCEEDS 10% 4. REINFORCING BARS, #6 AND SMALLER, SHALL BE REPAIRED BY LAP SPLICE OF SAME DIAMETER BAR USING LENTON QUICK WEDGE COUPLER OR SIMILAR WITH APPROVAL BY OWNER AND ENGINEER OF RECORD. 5. REINFORCING BARS, #7 AND LARGER, SHALL BE REPAIRED BY LAP SPLICE WITH SAME DIAMETER BAR USING LENTON LOCK B-SERIES SHEAR BOLT COUPLER OR SIMILAR WITH APPROVAL BY THE OWNER AND ENGINEER OF RECORD. 6. ALLOWABLE BAR DIAMETER CHART PROVIDES DIAMETER OF REINFORCING BARS CORRESPONDING TO: 6.1. BAR DIAMETER FOR 90% SECTION AREA 6.2. BAR DIAMETER FOR 80% SECTION AREA 6.3. BAR DIAMETER FOR 75% SECTION AREA 1. PROVIDE CATCHMENT DEVICE DURING REPAIR WORK TO PREVENT CONCRETE CHIPS AND OTHER DEBRIS FROM FALLING INTO THE WATER. 2. LIGHTLY TAP THE EXISTING CONCRETE ADJACENT TO THE CRACK. IF THE CONCRETE SOUNDS "HOLLOW" OR IF CRACK WIDTH EXCEEDS 1/4 INCH AT ANY LOCATION, CHIP OFF THE SURFACE AND ANY DELAMINATED CONCRETE AND REPAIR AS A SPALL. 3. FOLLOW MANUFACTURER PROCEDURES AND RECOMMENDATIONS FOR EPOXY MATERIALS. 4. CLEAN EXISTING CONCRETE SURFACE ALONG THE CRACK OF ALL LOOSE BOND INHIBITING AND OTHER DELETERIOUS MATERIALS, INCLUDING ANY EXISTING CRACK SEALANT. SEAL THE CRACK WITH THE SURFACE CAP SEALANT AND INSTALL THE PRESSURE INJECTION PORTS OVER THE CRACK AT A MAXIMUM INTERVAL OF 12 INCHES ON CENTERS. ENSURE CAP SEALAND COMPLETELY BRIDGES THE CRACK 5. WITH STEADY PRESSURE, INJECT THE EPOXY BEGINNING WITH THE INJECTION PORT ON ONE END OF THE CRACK OR BOTTOM END FOR VERTICAL CRACKS. WHEN EPOXY EMERGES FROM THE NEXT ADJACENT PORT, MOVE TO THE NEXT ADJACENT PORT AND CONTINUE WITH THE EPOXY INJECTION 6. AFTER EPOXY HAS CURED, REMOVE THE INJECTION PORTS AND CAP SEALANT. 7. FINISH CONCRETE SURFACE TO MATCH EXISTING AND APPLY CONCRETE SEALER. CONCRETE SPALL REPAIR NOTES: EVALUATION OF REINFORCING BARS NOTES: CONCRETE CRACK REPAIR NOTES: 2 TIMBER RAILING CONCRETE HANDRAIL DEMOLITION NOTES: 1. PROVIDE CATCHMENT DEVICE DURING DEMOLITION WORK TO PREVENT CONCRETE CHIPS AND OTHER DEBRIS FROM FALLING INTO THE WATER. 2. SECURE WORK AREA, INSTALL PROTECTIVE BARRIERS AND FALL PROTECTION BEFORE REMOVING HANDRAIL PANELS. SCHEDULE OF SPECIAL INSPECTIONS 1. ALL INSPECTION SHALL BE PERFORMED IN COMPLIANCE WITH AND AS REQUIRED PER SPECIAL INSPECTIONS, AS DEFINED IN CHAPTER 17 OF THE 2019 CALIFORNIA BUILDING CODE AND TESTING LISTED IN THE SPECIFICATIONS. 2. ALL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INSPECTION AGENCY APPROVED BY THE CITY OF PACIFICA. 3. ALL INSPECTION SHALL BE DOCUMENTED. INSPECTION RECORDS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER OF RECORD. 3. REMOVE EXISTING TIMBER RAILING ON EXISTING HANDRAILS TO BE DEMOLISHED. 4. LIMITS OF DEMOLITION INCLUDE EXISTING HANDRAIL ABOVE PIER DECK. CUT REBARS IN CONCRETE HANDRAIL EXTENDING FROM THE PIER DECK. DO NOT DAMAGE THE PIER DECK. 5. COLLECT AND DISPOSE ALL DEBRIS FROM DEMOLITION IN APPROPRIATE MANNER. 1. NEW TIMBER RAILING SHALL BE STRUCTURAL PLASTIC LUMBER, NOMINAL SIZE 3" X 8" X 10' WHICH SHALL BE MANUFACTURED WITH HDPE AND FIBERGLASS ELEMENTS. LUMBER SHALL BE MOLDED IN ONE PIECE. ALTERNATIVE SECTION SIZE MAY BE APPROVED ON REQUEST. 2. ALL MATERIALS WILL HAVE UV ADDITIVES TO PREVENT DETERIORATION OF THE PLASTIC LUMBER FROM EXPOSURE TO UV LIGHT. HDPE WILL BE MADE UP OF NO LESS THAN 80% RECYCLED MATERIAL; BOTH POST INDUSTRIAL AND POST CONSUMER. 3. FINISHED PLASTIC LUMBER WILL NOT ROT, SPLIT, CRACK OR SPLINTER FOR A MINIMUM OF 50 YEARS. IT SHALL BE RESISTANT TO TERMITES, MARINE BORERS, SALT SPRAY, OIL AND FUNGUS. 4. NEW HOLES SHALL BE DRILLED TO MATCH THE NEW ANCHOR BOLTS IN HANDRAIL. HOLES SHALL BE PLUGGED WITH SAME STRUCTURAL PLASTIC LUMBER MATERIAL SET IN MARINE GLUE. 5. PLASTIC LUMBER SHALL BE SINGLE COLOR OF CEDAR, TAN OR OTHER COLOR AS SPECIFIED BY THE OWNER. 1. STRUCTURAL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI. 2. REINFORCEMENT SHALL BE ASTM A615, GRADE 60. 3. NO WELDING OF ANY REINFORCEMENT SHALL BE PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND ENGINEER OF RECORD. 1. FITTINGS AND MISCELLANEOUS PLATES SHALL CONFORM TO ASTM A 36 / A 36M. 2. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A 36 UNO. 3. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A 53, GRADE B UNO. 4. BOLTS SHALL CONFORM TO F1554 GR 36 WITH COMPATIBLE ASTM A 563 GRADE A NUTS AND ASTM F 844 WASHERS UNO. B ADDENDUM 2 SC SC Aug 4, 2022 B BB B 9.d Packet Pg. 270
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) R 2 P O N M L 34 1 Q 60'-0" TYP E1E2 E3 E4 E5 E6 E7 E8 W1 W2 W3 W4 W5 W6 W7 W8 N58 N57 N56 N55 N54 N53 N52 N51 N50 N49 N48 N47 N46 N45 N44 N43 N42 N41 N60 N59 N65 N64 N63 N62 N61 S58 S57 S56 S55 S54 S53 S52 S51 S50 S49 S48 S47 S46 S45 S44 S43 S42 S41 S60 S59 S68 S67 S66 S65 S64 S63 S62 S61 N68N67 W9 E9 N/S PIER K N40 N39 N38 N37 J N36 N35 N34 N33 I N32 N31 N30 N29 H N28 N27 N26 N25 G N24 N23 N22 N21 F N20 N19 N18 N17 E N16 N15 N14 N13 S19 S18 S17 S16 S15 S14 S13 S20 S40 S39 S38 S37 S36 S35 S34 S33 S32 S31 S30 S29 S28 S27 S26 S25 S24 S23 S22 S21 A D C B N4 N3 N2 N1 N12 N11 N10 N9 N8 N7 N6 N5 S12 S11 S10 S9 S8 S7 S6 S5 S4 S3 S2 S1 GATE N0 N1A N2A N3A N4A N5A S0 S1A S2A S3A S4A S5A Plot Date: 4 August 2022 - 2:02 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-101.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc. 9 ISSUE FOR BID RNo. C80047 EG I S TER ED PRO FESS ION A L E NGI N EE R STA T E O F C A L I FO R N C I V I L I A S A T I S H C H I L K A A UPDATE - DET, SCHEDULE IG SC July 12, 2022 PLAN VIEW S-101 CM SC DR SCAS SHOWN PLAN VIEW SCALE: 1"=20' N

MATCHLINE SEE BELOW LEFT

MATCHLINE SEE ABOVE RIGHT

MATCHLINE SEE BELOW LEFT
MATCHLINE SEE ABOVE RIGHT 4' LEGEND: PIER BENT ANXX HANDRAIL NO. XX ON NORTH SIDE SXX HANDRAIL NO. XX ON SOUTH SIDE EXX HANDRAIL NO. XX ON EAST SIDE WXX HANDRAIL NO. XX ON WEST SIDE 3 NOTE: 1. SEE S-107 AND S-107A FOR REPAIR SCHEDULE.LIGHT POLE DRINKING FOUNTAIN FISH CLEANING SINK FLAGPOLE TRASH RECEPTACLE BENCH 9.d Packet Pg. 271
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 2:07 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-102.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc.
9 ISSUE FOR BID
RNo. C80047

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A UPDATE - DET, SCHEDULE IG SC July 12, 2022 S-102 CM SC DR SCAS SHOWN SCALE: 6" = 1'-0" TYPICAL SECTION OF BOX GIRDERS 1 SCALE: 6" = 1'-0" TYPICAL SECTION OF ENDS OF BOX GIRDERS 2 5
1 2
"
2 1
2 " CLR
1'-4"
LAP 1'-0" 5'-4" 6" 7 SP @ 4" 5 SP @ 6"
11 1
4 " 7 SP @ 6"
5'-0"
2 3
4 "
2" CLR
1'-3"

16.00 LAP 2" CLR
2 3
4" 5.50
5'-0"
5'-1"
1' 1' 1'-8
1 2
" 4" 4" 6" 6" 5"
4" (6) - #7 AT ENDS SEE BOX GIRDER ELEVATIONS SECTIONS & ELEVATIONS EXISTING STRUCTURE 1/2" Ø 270K STRANDS 1/2" Ø 270K STRANDS 1/2" Ø 270K STRANDS (5) #4 #4 @ 8" OC 1/2" Ø 270K STRANDS 1/2" Ø 270K STRANDS 1/2" Ø 270K STRANDS (10) #6 @ 7" OC NOTES: 1. DETAILS PROVIDED FROM AVAILABLE AS-BUILTS FOR REFERENCE. 2. VERIFY ALL INFORMATION IN FIELD. 12 2 12
2 4 SCALE: 3" = 1'-0" PIER HANDRAIL TYPICAL LAYOUT
3 SCUPPER 60'-0" 2'-3" 18'-6" 18'-6" 18'-6" 2'-3" BENT CL BENT CL 7" GROUT PAD BASE PLATE 12"x12" B ADDENDUM 2 SC SC Aug 4, 2022
B LIGHT POLE 9.d
Packet Pg. 272
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:29 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-103.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc. 9 ISSUE FOR BID RNo. C80047 EG I S TER ED PRO FESS ION A L E NGI N EE R STA T E O F C A L I FO R N C I V I L I A S A T I S H C H I L K A A UPDATE - DET, SCHEDULE IG SC July 12, 2022 REPAIR DETAILS S-103 CM SC DR SCAS SHOWN SCALE: 1" = 1'-0" TYPE A PRECAST PANEL REBAR LAYOUT 1 C A S-104 SCALE: 1" = 1'-0" TYPE B PRECAST PANEL REBAR LAYOUT 2 NOTES: 1. SEE GENERAL NOTES 2. SIMILAR REPAIR FOR INBOARD AND OUTBOARD SIDE SPALL AREA. 3. 3/4" CHAMFER FOR ALL CONCRETE EDGES. 4. SEE SHEET S-105 AND S-106 FOR DIMENSIONS L, B, C 5. EACH EXISTING TYPE A PANEL IS REPLACED BY TWO OR MORE PRECAST PANELS AS NOTED IN THE HANDRAIL PANEL SCHEDULE FOR REPLACEMENT. SEE S-107 AND S-107A 6. COORDINATE LIMITS OF SPALL REPAIRS FOR PIER EXTERIOR WALLS GREATER THAN 2'-0" DEPTH WITH THE OWNER'S REPRESENTATIVE, EXCEPT AT PANELS W6, W7, AND W8. SEE NOTE 7. 7. REPAIR FULL HEIGHT OF SIDE WALL OF PIER DECK AT PANELS W6, W7, AND W8 5 TIMBER RAILING 10' LENGTH TYP OVERALL LENGTH, L 3" CLR
3"
CLR BENT CL 2'-3" 2'-3" 1/2" TYP HORIZ REBAR (5) #4 EQ SPACE DECK VERT REBAR #4 TYP @ 6" OC A S-104 HORIZ REBAR (5) #4 EQ SPACED 9" TYP TOP OF PIER DECK 4"
3" B B 3"
3" 4.5" 4.5" 4.5" 4.5" VERT REBAR #4 @ 6" OC UNO 3" CLR 1/2" TYP OVERALL LENGTH, L 1/2"Øx8" 90° HDG ANCHOR BOLT 6"± TYP 30" MAX TYP NOTE: REBAR DOWELS AND SLEEVE EMBEDDED IN PANELS NOT SHOWN FOR CLARITY. SEE A S-104 NOTE: REBAR DOWELS AND SLEEVE EMBEDDED IN PANELS NOT SHOWN FOR CLARITY. SEE A S-104 1/2" TYP B ADDENDUM 2 SC SC Aug 4, 2022 B SCALE: 1" = 1'-0" SPALL REPAIR - PIER EXTERIOR WALLS 3 2"
TYP ORIGINAL SPALL AREA VERT REBAR #4 @ 8" TYP HORIZ REBAR 1/2" DIA STRAND 5'-0" TYP
2'-0" NOMINAL BB TOP OF PIER DECK BOTTOM OF PIER DECK (E) HANDRAIL VERTICAL REBAR #5 TYP EMBED 15" INTO PIER DECK PIER DECK LONG REBAR #4 TYP PIER DECK TRANS REBAR #4 @ 8" TYP PIER SOFFIT LONG REBAR 1/2" DIA STRAND TYP 9.d Packet Pg. 273
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:29 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-104.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc.
9 ISSUE FOR BID
RNo. C80047

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A UPDATE - DET, SCHEDULE IG SC July 12, 2022 REPAIR DETAILS 02 S-104 CM SC DR SCAS SHOWN 6 SCALE: 1" = 1'-0" TYPICAL SECTION - NEW HANDRAIL PANEL A
3'-6" 13.5" TIMBER RAILING SEE
1'

EMBED DECK REPAIR CONC SPALL SIM TO HANDRAIL SPALL BEFORE INSTALLING HANDRAIL 6 1
2" 12
2 2"
MIN
2"
2"
MIN
1'-3"
(E) TIMBER RAILING
1'-3" REPAIR AREA ROUGHEN TO 1/4" AMPLITUDE ORIGINAL SPALL AREA ON OUTBOARD SIDE ORIGINAL SPALL AREA ON INBOARD SIDE ANODE TYP 1"
2"
MIN
2"
MIN SCALE: 1" = 1'-0" SECTION
B SCALE: 1" = 1'-0" SECTION
C SPALL REPAIRS WITHOUT REINFORCEMENT REPAIR SPALL REPAIRS WITH REINFORCEMENT REPAIR (E) TIMBER RAILING REPAIR AREA ROUGHEN TO 1/4" AMPLITUDE 6 1
2"
2 1
2" CLR #6 DOWEL TYP SEE OUTBOARD EDGE OF PIER DECK
D
-
E
- OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK 6 1
2"
6 1
2" SCALE: 1 1/2" = 1'-0" DOWEL DETAIL
D SCALE: 3" = 1'-0" TIMBER RAILING DETAIL
E 2" x 2" CONTINUOUS HOLLOW OR SCH 40 PVC SLEEVE CAST IN PANEL, TYP #6 x 24" REBAR WITH 12" EMBED IN 13" DRILLED HOLE IN PIER DECK 3/4"Ø SCH 40 PVC PIPE GROUT PORTS @ 12" SPACING, TYP 6 1
2" 12
2 1 1/2" 1/2" MIN 1/2"Ø x 8" HDG F1554 GR 36 90° BOLT WITH HDG HEX NUT AND WASHER 3"x8" TIMBER HANDRAIL 3/8" RADIUS EA EDGE TIMBER PLUG, SET IN MARINE GLUE NOTES: 1. LOCATE DOWELS CLEAR OF REBAR IN PIER DECK. INSTALL DOWEL IN PIER DECK. WHERE DOWEL CONFLICTS WITH REBAR IN PIER DECK, ABANDON HOLE AND RELOCATE DOWEL BY 2xDIAMETER IN THE SAME PLANE. FILL ABANDONED HOLE WITH GROUT. MAINTAIN MINIMUM CLEAR COVER FROM CONCRETE EDGE. USE INSTALLED DOWEL AS TEMPLATE TO DRILL IN PRECAST PANEL. FILL ALL UNUSED CORRUGATED SLEEVES IN PRECAST PANEL WITH GROUT. 2. WHERE ALTERNATIVE SIZE OF TIMBER RAILING IS APPROVED FOR USE, PLACE GROUT ON PIER DECK TO MAINTAIN TOP OF TIMBER RAILING AT 3'-6" FROM PIER DECK. 3. REPAIR FULL HEIGHT OF SIDE WALL OF PIER DECK AT PANELS W6, W7, AND W8 SEE NOTE 1 SEE NOTE 2 SEE NOTE 2 1 1/2"Ø ID CORRUGATED SLEEVE
3"
11" TYP SEE NOTE 3
B ADDENDUM 2 SC SC Aug 4, 2022
B 9.d
Packet Pg. 274
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:29 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-105.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc.
9 ISSUE FOR BID
RNo. C80047

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A UPDATE - DET, SCHEDULE IG SC July 12, 2022 PANELS - DOWEL REBAR LAYOUT 1 OF 2 S-105 CM SC DR SCAS SHOWN NOTES: 1. HORIZONTAL AND VERTICAL REBAR NOT SHOWN IN LAYOUT PLANS FOR CLARITY. 2. FOR HORIZONTAL AND VERTICAL REBAR INFORMATION SEE 7 SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
A SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
B SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
C SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
D SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
E SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
F SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
G SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
H L = 9'-3" B = 2'-7" 9" C = 2'-6" 9" B = 2'-7" 1
2 " TYP
3 3
4 " TYP (5) #6 DOWEL REBAR
EQ SPACED, TYP L = 4'-6"
1 2
" TYP
3 3
4 " TYP (7) #6 DOWEL REBAR
EQ SPACED, TYP L = 9'-3" B = 2'-7" 9" C = 2'-6" 9" B = 2'-7" 1 2 " TYP
3 3
4 " TYP (3) #6 DOWEL REBAR
EQ SPACED, TYP L = 4'-6"
1 2
" TYP
3 3
4 " TYP (5) #6 DOWEL REBAR

EQ SPACED, TYP
1 2
" TYP
3 3
4 " TYP (3) #6 DOWEL REBAR

EQ SPACED, TYP
1 2
" TYP
3 3
4 " TYP B = 3' 9" B = 3' L = 6'-10" (4) #6 DOWEL REBAR

EQ SPACED, TYP
1 2
" TYP
3 3
4 " TYP (3) #6 DOWEL REBAR
EQ SPACED, TYP L = 3'-2" 1
2 " TYP
3 3
4 " TYP (3) #6 DOWEL REBAR
EQ SPACED, TYP L = 2'-3"
2 S-103
1 S-103
1 S-1031 S-103 OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK 2 S-103
2 S-103
1 S-103 SIM
2 S-103
2 S-103
2 S-103 SIM
OUTBOARD EDGE OF PIER DECK SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN I (2) #6 DOWEL REBAR EQ SPACED (4) #6 DOWEL REBAR EQ SPACED 1 2
" TYP
3 3
4 " TYP
L = 3'-5
1 2
" L = 3'-0
1 2
" SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
J (2) #6 DOWEL REBAR EQ SPACED
1 2
" TYP
3 3
4 " TYP
L = 3'-5
1 2
" L = 3'-0
1 2
" 2 S-103 OUTBOARD EDGE OF PIER DECK
2 S-103 OUTBOARD EDGE OF PIER DECK (4) #6 DOWEL REBAR EQ SPACED SIM SIM SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN K(5) #6 DOWEL REBAR EQ SPACED, TYP

OUTBOARD EDGE OF PIER DECK
144.86°
90°
1'-3
3 4
" 1'-3
3 4
"
2 S-103 SIM
L = 2'-7
1 2" L = 4'-4
1 2" SIM SIM CL JT CL JT
1 2
" TYP
3 4
" TYP
1'-8
1 4
"
3"
3" 9.d
Packet Pg. 275
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:29 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-106.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc.
9 ISSUE FOR BID
RNo. C80047

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A UPDATE - DET, SCHEDULE IG SC July 12, 2022 PANELS - DOWEL REBAR LAYOUT 2 OF 2 S-106 CM SC DR SCAS SHOWN NOTES: 1. HORIZONTAL AND VERTICAL REBAR NOT SHOWN IN LAYOUT PLANS FOR CLARITY. 2. FOR HORIZONTAL AND VERTICAL REBAR INFORMATION SEE 8 SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
L SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
N SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
O
2 S-103
1 S-103
1 2
" TYP
3 3
4 " TYP (6) #6 DOWEL REBAR
EQ SPACED, TYP L = 9'-9"
1 2
" TYP
3 3
4 " TYP (4) #6 DOWEL REBAR
EQ SPACED, TYP L = 9'-9
1 4
" B = 2'-9" 9" C = 2'-9" 9" B = 2'-9" 3
3 4
" TYP (5) #6 DOWEL REBAR

EQ SPACED, TYP
3 3
4 " TYP
3 3
4 " TYP (5) #6 DOWEL REBAR

EQ SPACED, TYP
(5) #6 DOWEL REBAR

EQ SPACED, TYP NORTH EDGE OF PIER DECK OUTBOARD EDGE OF PIER DECK 1 S-103 SIM
2 S-103 SIM

OUTBOARD EDGE OF PIER DECK
1 S-103 SIM L = 9'-9
1 4
" B = 2'-9" 9" C = 2'-9" 9" B = 2'-9"
3 3
4 " TYP (5) #6 DOWEL REBAR EQ SPACED, TYP
1 2
" TYP
3 3
4 " TYP
3 3
4 " TYP (5) #6 DOWEL REBAR

EQ SPACED, TYP
(5) #6 DOWEL REBAR

EQ SPACED, TYP
OUTBOARD EDGE OF PIER DECK SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN M L = 4'-1
1 2
" B = 2'-10" 9" C = 2'-6" 9" B = 2'-10" SIM
1 S-103
1 2
" TYP SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
P (3) #6 DOWEL REBAR EQ SPACED, TYP
2 S-103 SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
Q SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
R L = 8' B = 3'-7" 9" 3
3 4
" TYP
3 3
4 " TYP (3) #6 DOWEL REBAR EQ SPACED, TYP
OUTBOARD EDGE OF PIER DECK SIM 1" TYP B = 3'-7"
1 S-103 (3) #6 DOWEL REBAR EQ SPACED, TYP
8 1
2 "
8 1
2 "
1 2
" TYP
3 3
4 " TYP (3) #6 DOWEL REBAR EQ SPACED, TYP
2 S-103 SIM

OUTBOARD EDGE OF PIER DECK
144.86°
1'-3
3 4
" 1'-3
3 4
"
L = 2'-7
1 2"
121.61°
121.61°
3 4
" SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
S L = 8' B = 3'-7" 9"
3 3
4 " TYP
3 3
4 " TYP (3) #6 DOWEL REBAR EQ SPACED, TYP
OUTBOARD EDGE OF PIER DECK SIM 1" TYP B = 3'-7"
1 S-103 (3) #6 DOWEL REBAR

EQ SPACED, TYP
3 3
4 "
144.85° SCALE: 1" = 1'-0" DOWEL REBAR LAYOUT PLAN
T L = 7'-10
1 2
" B = 3'-5" 9"
3 3
4 " TYP
3 3
4 " TYP (3) #6 DOWEL REBAR

EQ SPACED, TYP SIM
1 2
" TYP B = 3'-5"
1 S-103 (3) #6 DOWEL REBAR EQ SPACED, TYP CL JT
3 3
4 " TYP

OUTBOARD EDGE OF PIER DECK
2'-1
1 2
"
3 3
4 "
SIM
1 2
" TYP
TYP
144.85°

35.15°

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Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:29 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-107.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc. 9 ISSUE FOR BID RNo. C80047 EG I S TER ED PRO FESS ION A L E NGI N EE R STA T E O F C A L I FO R N C I V I L I A S A T I S H C H I L K A A UPDATE - DET, SCHEDULE IG SC July 12, 2022 REPAIR SCHEDULE - BASE BID S-107 CM SC DR SCAS SHOWN 6 NOTES: 1. SEE GENERAL NOTES 2. VERIFY LOCATION AND LENGTH OF REPLACMENT PANELS BEFORE BEGINNING WORK 3. SEE SHEET S-105 AND S-106 FOR DETAILS OF PRECAST PANELS 9.d Packet Pg. 277
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:29 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-107A.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc.
9 ISSUE FOR BID
RNo. C80047

EG I S TER ED

PRO FESS ION A L E NGI N EE R

STA T E

O F C A L I FO R N

C I V I L
I A

S A T I S
H
C

H I L K A
A UPDATE - DET, SCHEDULE IG SC July 12, 2022 REPAIR SCHEDULE - ALTERNATE BID S-107A CM SC DR SCAS SHOWN 6 NOTES: 1. SEE GENERAL NOTES 2. VERIFY LOCATION AND LENGTH OF REPLACEMENT PANELS BEFORE BEGINNING WORK 3. SEE SHEET S-105 AND S-106 FOR DETAILS OF PRECAST PANELS 9.d Packet Pg. 278
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Plot Date: 4 August 2022 - 1:30 PM Plotted By: Satish Chilka Filename: \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Digital_Design\ACAD 2020\Sheets\11223688-S-108.dwg Sheet of This document shall not be used for construction unless signed and sealed for construction. Drawn Designer Scale Date Drafting Check Design Check Project Manager Reuse of Documents This document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD and shall not be reused in whole or in part for any other project without GHD's written authorization. © 2022 GHD 0 1" Bar is one inch on original size sheet Original Size ANSI D Project No. Sheet No. No. Issue Drawn Approved Date Title Client Project CITY OF PACIFICA, CA PACIFICA PIER HANDRAIL REPAIRS PH May 13, 2022 11223688 669 Pacific Street San Luis Obispo, California, 93401 USA T 1 805 242 0461 W www.ghd.com GHD Inc. 9 ISSUE FOR BID RNo. C80047 EG I S TER ED PRO FESS ION A L E NGI N EE R STA T E O F C A L I FO R N C I V I L I A S A T I S H C H I L K A A UPDATE - DET, SCHEDULE IG SC July 12, 2022 PHOTO S-108 CM SC DR SCAS SHOWN PHOTO - LOCATION OF COLLAPSED HANDRAIL 1 PHOTO - DAMAGE AT TOP OF HANDRAIL 2 PHOTO - TYPICAL SPALL DAMAGE ON HANDRAILS 3 PHOTO - TYPICAL CRACKS IN HANDRAIL 7 PHOTO - VIEW OF PIER DECK AND TIMBER HANDRAIL 6 PHOTO - CONCRETE BENCH ON PIER DECK 4 PHOTO - TRASH RECEPTABLE ON PIER DECK 5 PHOTO - WATER FOUNTAIN ON PIER DECK 8 9 PHOTO - LIGHT POST ON PIER DECK 9 9.d Packet Pg. 279
Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project)

PLANS AND SPECIFICATIONS
FOR

CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIR

PROJECT
Bid Opening
AUGUST 16TH, 2022
In accordance with Section 7-8.100(B) of Chapter 8 of Title 7 of the Pacifica Municipal Code, as City Engineer for the City of Pacifica, I do hereby exercise the discretion delegated to me and approve the plan or design of a construction of, or an improvement to, public property to which this statement and my signature is affixed. Executed this 18th day of July, 2022. __________________________
Sam Bautista, PE, City Engineer

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CITY OF PACIFICA
Part I
Bid and Award
For Further Information, Contact:

Department of Public Works
Engineering Division
540 Crespi Drive
Pacifica, CA 94044
(650) 738-3767

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NOTICE TO CONTRACTORS
Sealed proposals will be received by the City Clerk of the City of Pacifica, until 2:00 PM TUESDAY AUGUST 16, 2022
for the following project:

PIER HANDRAIL REPAIR PROJECT
to be opened through a teleconferenced meeting live via Zoom Conference (link provided in the ProcureNow Bidding System), with a telephone option. The bids will be publicly opened, examined and declared by the City Clerk; said bids, after being publicly opened, examined and declared, will be calculated by the Engineer, their report returned to the City Clerk, and the report of the results of the bidding and the calculations of the Engineer will be reported to the City Council of the City of Pacifica at the next regular meeting thereof. Owner will receive bids only from Bidders who pre-qualified for this Project. Bids from others will not be considered. The City Council of the City of Pacifica reserves the right to reject any and all proposals or bids, should it deem this necessary for the public good, waive any irregularities in any bids and its determination as to which bid is the lowest responsible bid and it may also reject the bid of any bidder who has been delinquent or unfaithful in any former contract with the City of Pacifica for the best interest of the City shall be final. The City shall have SIXTY (60) calendar days from and after the opening of the bids within which to make its determination.

The City will only accept completed bid packages submitted electronically to the City through the ProcureNow Bidding System at https://secure.procurenow.com/portal/cityofpacifica by authenticated submitters up to the date and time as specified in the Notice to Bidders; without exception, responses will not be accepted after the submission deadline regardless of any technical difficulties such as poor internet connections. The City strongly recommends completing your response well ahead of the deadline. The City will receive bids only from Bidders who pre-qualified for this Project. Bids from others will not be considered.

The project includes removal and replacement of pier handrails and patching of pier handrails located at the Pacifica Municipal Pier.

There will be a non-mandatory Pre-Bid Site Visit and Meeting on Thursday, July 28, 2022 at 10:00-11:00 am at 2100 Beach Boulevard (Pacifica Municipal Pier), Pacifica, CA 94044. Contractors are highly encouraged to attend.

All contractors and subcontractors have been required since April 1, 2015 to be registered with the Department of Industrial Relations (DIR). No contractor or subcontractor may be listed on a bid proposal or may work on a public works project unless registered with DIR.

All contractors and subcontractors must furnish electronic certified payroll records directly to the Labor Commissioner (aka Division of Labor Standards Enforcement). For additional information, visit the DIR website at: http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Each bid must be accompanied by a cashier's check, certified check, or Bidder's Bond executed by a corporate surety authorized to engage in such business in the State of California, payable to the City of Pacifica, in an amount not less than ten percent (10%) of the amount of the Base Bid. The successful bidder will be required to furnish a Performance Bond in an amount equal to one-hundred percent (100%) of the contract price, and a Labor and Material Bond in an amount equal to one-hundred percent (100%) of the contract price. Said bonds shall also be executed by a corporate surety authorized to engage in such

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business in the State of California and be made payable to the City of Pacifica. Original Bidder’s Bond with surety seal must accompany the bid.

If the successful bidder fails, neglects, or refuses for TEN (10) calendar days after the award of the contract to enter into the contract to perform the work, the cashier's check, certified check, or Bidder's Bond accompanying the bid and the amount therein named, shall be declared forfeited to the City and shall be collected by it and paid into its general fund. No bidder may withdraw his/her bid for a period of SIXTY (60) calendar days after the date set for the opening thereof, and the same shall be subject to acceptance by the City during this period.

The City reserves the right to reject any or all bids, waive any irregularities in any bids and its determination as to which bid is the lowest responsible bid and is for the best interest of the City shall be final. The City shall have SIXTY (60) calendar days from and after the opening of the bids within which to make its determination.

The Contractor receiving the award of the contract shall begin work within FIFTEEN (15) calendar days after receipt of the Notice to Proceed and shall diligently prosecute the same to completion within the time restrictions as listed in the technical specifications and all work shall be completed by the time allotted in the technical specifications.

The Notice to Proceed (NTP) will be provided in 2 phases:

1. NTP 1 – Precast panel procurement and delivery (Phase 1)

2. NTP 2 – Onsite work for the remainder of the Project (Phase 2) Phase 1 will consist of development and provision of submittals for the precast elements, inspections at the precasting yard, manufacture of the precast elements and delivery of the precast elements to the Cityprovided laydown area. Payment for precast elements will be made after delivery to the City-provided laydown area and inspection by the City. The only item eligible for payment prior to the Phase 2 Notice to Proceed is Bid Item 9 - Precast Guardrail - Procure and Deliver to Staging Area.

Phase 2 will consist of all other requirements of the Project.

The City anticipates the following schedule for NTP however, the City will work with the contractor to provide NTPs at mutually agreeable times:

3. NTP 1 – 09/15/2022

4. NTP 2 – 11/15/2022
Working Days referred to in these Specifications relate to Phase 2 only. Liquidated Damages apply to Phase 2 of the project only.

The Contractor shall have ONE HUNDRED AND TWENTY (120) working days to complete this project. Working days will be counted upon the Contractor’s receipt of the Notice to Proceed, as noted above.

Engineer’s Estimate: $1,200,000-$1,500,000
At the time the Contractor’s bid proposal is submitted, the Contractor shall possess a valid Class A California General Contractor's License. The Contractor shall also possess a valid City of Pacifica Business License at the time the contract is awarded.

The City of Pacifica hereby notifies all bidders that it will affirmatively insure that the contract entered into pursuant to this advertisement will be awarded to the lowest responsible bidder without discrimination on the grounds of race, color, national origin, sex, religion, age or disability. The

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Contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR, Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this contract, which may results in the termination of this contract, or such other remedy as recipient deems appropriate.

Prevailing Wage. This project is subject to the requirements of Section 1720 et seq. of the California Labor Code requiring the payment of prevailing wages, the training of apprentices and compliance with other applicable requirements. Contractors and all subcontractors who perform work on the project are required to comply with these requirements. Prevailing wages apply to all projects over $1,000 which are defined as a “public work” by the State of California. This includes: construction, demolition, repair, alteration, maintenance, and the installation of photovoltaic systems under a Power Purchase Agreement when certain conditions are met under Labor Code Section 1720.6. This include service and warranty work on public buildings and structures.

For any moneys earned by the Contractor and withheld by the City to ensure the performance of the contract, the Contractor may, at the Contractor's request and expense, substitute securities equivalent to the amount withheld in the form and manner and subject to the conditions provided in Article 8, (commencing with Section 10263), Chapter 1, Part 2, Division 2 of the Public Contract Code of the State of California.

Full plans and specifications are viewable on the project in the e-procurement portal https://secure.procurenow.com/portal/cityofpacifica. Bidders can also request that Plans and Specifications be mailed/shipped to them by calling (650) 738-3767 or emailing [email protected] for a fee of $50 and the full cost of shipping. Project information and Plan Holder’s is available on the project in the e-procurement portal https://secure.procurenow.com/portal/cityofpacifica .

ATTEST:

City Clerk

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BID FORM
TO: The City of Pacifica, San Mateo County
State of California, herein called Owner
FROM: _____________________________, herein called Contractor A. UNIT PRICE SCHEDULE
Pursuant to and in compliance with your Notice to Contractors and the Contract Documents relating to the PIER HANDRAIL REPAIR PROJECT including Addenda No. _______, _______, _______, the undersigned bidder, having become thoroughly familiar with the terms and conditions of the Contract Documents and with the local conditions affecting the performance and the costs of the Work at the place where the Work is to be done, and having inspected the site in all particulars, hereby proposes and agrees to fully perform the work within the time stated and in strict accordance with the Contract Documents (including the furnishing of any and all labor and materials) and do all the work required to construct and to complete said work in accordance with the Contract Documents, and that Contractor will take in full payment therefore the amounts shown on the following unit price schedule:
(Pricing Table entered electronically in ProcureNow. For a description of bid items listed in the Pricing Table, refer to Section X of the Technical Specifications)

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Packet Pg. 285 Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) PIER HANDRAIL REPAIR PROJECT Part I – Page 5

BASE BID
ITEM
#

DESCRIPTION QTY UNIT UNIT
PRICE
EXT.

PRICE
1 Mobilization and Demobilization 1 LS
2 Traffic Control Plan and Implementation 1 LS
3 Environmental Protection Plan and
Implementation
1 LS
4 Remove & Reinstall Amenities (lights, wash
stations, etc.) as necessary
1 LS
5 Debris Screen/Working Platform 1 LS
6 Demolition and Removal of Demolished
Guardrail
857 LF
7 Box Girder Preparation Under New Guardrail
(Note 1)
857 SF
8 Box Girder Side Concrete Spall Repair 150 SF
9 Precast Guardrail - Procure and Deliver to
Staging Area
857 LF
10 Precast Guardrail - Transfer from Staging Area
and Install
857 LF
11 Field drill dowel holes in panels for conflicts with existing rebar in pier deck (approximately 25% of
total dowels)
255 EA
12 Guardrail Top Cap (Composite Lumber) 857 LF
13 Staging Area Cleanup 1 LS

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14 Stenciled Lettering on Pier Guardrail to Match
Existing
21 EA
15 Sweep then Powerwash Pier 6,623 SF
TOTAL BID PRICE: $
Total Bid Price for this Proposal, in words:

Dollars and Cents

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ALTERNATIVE 1
ITEM
#

DESCRIPTION QTY UNIT UNIT
PRICE
EXT.

PRICE
1 Mobilization and Demobilization 1 LS
2 Traffic Control Plan and Implementation 1 LS
3 Environmental Protection Plan and
Implementation
1 LS
4 Remove & Reinstall Amenities (lights, wash
stations, etc.) as necessary
1 LS
5 Debris Screen/Working Platform 1 LS
6 Demolition and Removal of Demolished
Guardrail
2,475 LF
7 Box Girder Preparation Under New Guardrail 2,475 SF
8 Box Girder Side Concrete Spall Repair 2600 SF
9 Precast Guardrail - Procure and Deliver to
Staging Area (See Note 1)
2,475 LF
10 Precast Guardrail - Transfer from Staging Area
and Install (See Note 1)
2,475 LF
11 Field drill dowel holes in panels for conflicts with existing rebar in pier deck (approximately 25%
of total dowels)
655 EA
12 Guardrail Top Cap (Composite Lumber) 2,475 LF
13 Staging Area Cleanup 1 LS

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14 Stenciled Lettering on Pier Guardrail to Match
Existing
62 EA
15 Sweep then Powerwash Pier 21,500 SF
Note 1: A cast in place panel alternative may be considered TOTAL ALTERNATE #1 PRICE: $
Total Bid Price for this Proposal, in words:

Dollars and Cents
(Pricing Table entered electronically in ProcureNow. For a description of bid items listed in the Pricing Table, refer to Section X of the Technical Specifications)

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B. BID FORM
The quantities shown on this bid form are approximate only, being given as a basis for the comparison of bids, and the Owner does not, expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount or class or portion of the work as may be deemed necessary or advisable by the City Engineer. This bid will be rejected if bidder fails to provide a bid for each item. The Owner reserves the right to make a comparison of bids based on any combination of the above alternate bid items.

C. RESERVATION
It is understood that the Owner reserves the right to reject this bid, but that this bid shall not be withdrawn for a period of 60 days from the date prescribed for its opening.

D. SUBCONTRACTORS
Attached hereto and incorporated herein is the complete and entire list of subcontractors to be employed by the undersigned in the performance of the work.

E. NOTICE
If written notice of the acceptance of this bid is mailed or delivered personally to the undersigned within 60 days after the date set for the opening of this bid, or at any time thereafter before it is withdrawn, the undersigned bidder shall execute and deliver the Contract Documents to Owner in accordance with this bid as accepted, and will also furnish and deliver to Owner the Performance Bond, Labor and Material Bond as specified, and proof of insurance coverage as required in Part I, under “Construction Agreement,” of these Specifications, all within 10 calendar days after personal delivery or after deposit in the mails, of the notification of acceptance of this bid. The above mentioned bonds shall be satisfactory to, and on the forms approved by Owner.

Notice of acceptance or request for additional information may be addressed to the undersigned at the address set forth below.

F. DISCLOSURE
The undersigned declares that this bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that the bid is genuine and not collusive or sham; that the undersigned has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid and has not directly or indirectly colluded or agreed with any bidder or anyone else to put in a sham bid or to refrain from bidding; that the undersigned has not directly or indirectly sought by agreement, communication or conference with anyone to fix his/her bid price or the bid price of any other bidder, or to fix any overhead, profit or cost element of such bid price or of that of any other bidder, or to secure any advantage against the City of Pacifica or anyone interested in the proposed Contract; that the only persons or parties interested in this bid as principals are those named herein; that all statements contained in this bid are true; that the undersigned has not directly or indirectly, submitted his/her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any other persons, partnership, corporation, or association except to such person or persons as have a direct financial interest in bidder's general business; and that the undersigned has not accepted any bid from any subcontractor or material person through any bid depository, the Bylaws, Rules or Regulations of which prohibit or prevent the undersigned from considering any bid from any subcontractor or material person, which is not processed through said bid depository, or which may prevent any subcontractor or material person from bidding to any general

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contractor who does not use the facilities of or accept bids from or through such bid depository; and that the undersigned has not paid, and will not pay, any fee to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

G. WORDS AND PHRASES
Wherever in this bid an amount is stated in both words and figures, in case of discrepancy between words and figures, the words shall prevail; if all or any portion of the proposal is required to be given in unit prices and totals and a discrepancy exists between any such unit prices and totals so given, the unit prices shall prevail.

H. CERTIFICATION
The undersigned certifies that the Contract Documents have been thoroughly read and understood and that, except as may be specifically noted and contained in addenda, there are no discrepancies or misunderstandings as to the meaning, purpose or intent of any provision in the Contract Documents or as to the interpretation of the same. The undersigned hereby incorporates by reference, the same as though set out in full, all provisions of the Notice to Contractors and Information for Bidders published by Owner and pertaining to the work described in this bid.

Accompanying this bid is [insert words "cash", "cashier's check", "certified check", or "bidder's bond", as the case may be], in amount equal to at least 10% of total of the bid, naming the Owner as Obligee or Payee, as applicable.

The names of all persons interested in the foregoing bid as principals are as follows:

IMPORTANT NOTICE: If bidder or other interested person is a corporation, give legal name of corporation, state where incorporated and names of the president and secretary thereof; if a partnership, give name of the firm, also names of all individual co-partners composing firm; if bidder or other interested person is an individual, give first and last names in full.

I. LICENSING
The undersigned is licensed in accordance with State Law providing for the registration of Contractors, License No. ____________. [A class "A" California Contractor’s License is required] The License expiration date is ______________. No payment for work or material under this Contract will be made by Owner unless and until the Owner receives verification from the State Registrar of Contractors that the records of the Contractor's State License Board indicate the successful bidder was properly licensed at the time the Contract was awarded.

Any bidder not so licensed shall be subject to all legal penalties imposed by law, including, but not limited to, an appropriate disciplinary action by the Contractor's State License Board.

In addition, failure of the bidder to obtain and maintain proper and adequate licensing for the Contract shall constitute a failure to execute or perform this Contract and shall result in the forfeiture of the security of the bidder. The representations made herein are under penalty of perjury.

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NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth below, together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the name of the firm shall be set forth below, together with the signatures of the partner or partners authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his/her signature shall be placed below.

I declare under penalty of perjury that I have the authority to execute this bid form and that the foregoing is true and correct.

BIDDER: ____________________________________________________________________________ (FIRM NAME)
SIGNATURE: _____________________________ PRINTED NAME: __________________________ TITLE: ___________________________________ DATE: ____________________________________ ADDRESS / TELEPHONE / E-MAIL: _____________________________________________________ _____________________________________________________________________________________ DEPARTMENT OF INDUSTRIAL RELATIONS (DIR) REGISTRATION NUMBER: ______________

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LIST OF SUBCONTRACTORS
In compliance with the provisions of §§4100-4107 of the Public Contracts Code of the State of California, and any amendments thereof, the undersigned bidder has set forth below the name and the location of the place of business of each subcontractor who will perform work or labor or render service to the undersigned in or about the construction of the Work to be performed under the Contract Documents to which the attached bid is responsive, or of a person who will, off the job site, specially fabricate a portion of the Work or improvement according to detailed drawings contained in this contract and the portion of the Work which will be done by each such subcontractor or person that will be in an amount in excess of ½ of 1% of the prime Contractor's total bid, or $10,000, whichever is greater. Prime Contractor shall list the California Department of Industrial Relations (DIR) number for all subcontractors working on the project.

DIVISION OF SUBCONTRACTOR COST OF ADDRESS DIR #

WORK WORK

(Bidder’s Signature)

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BIDDER'S BOND
KNOW ALL PERSONS BY THESE PRESENTS:

That we, as Principal, and ________________________ as Surety, are held and firmly bound unto the City of Pacifica, a municipal corporation of the State of California (hereinafter called "City") in the penal sum of 10% of the total aggregate amount of the bid of the Principal above named, submitted by said Principal to the City for the Project listed 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 and successors, jointly and severally, firmly by these presents. In no case shall the liability of the Surety hereunder exceed the sum of ______________________________________________________ ($ ) dollars.

PIER HANDRAIL REPAIR PROJECT
The condition of this obligation is such that a bid to the City for this project, for which bids are to be opened on TUESDAY, AUGUST 16, 2022, at 2:00 PM., has been submitted by Principal to City:

BID TOTAL from BID SCHEDULE: ______________________________ The quantities shown on the bid form are approximate only, being given as a basis for the comparison of bids, and the Owner does not, expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount or class or portion of the work as may be deemed necessary or advisable by the Director of Public Works.

NOW THEREFORE, if the Principal is awarded the Contract and within the time and manner required under the Specifications, after the prescribed forms are presented to the Principal for signature, enters into a written contract, in the prescribed form, in accordance with the bid, and files 2 bonds with the City, to guarantee faithful performance of the Contract and to guarantee payment for labor and materials as provided by law as well as files insurance certificates and equal employment opportunity documentation required under the bid, then this obligation shall be null and void; otherwise, it shall remain in full force.

In the event suit is brought upon said bond by City, and judgment is recovered, the Surety shall pay all costs incurred by City in such suit, including a reasonable attorney's fee to be fixed by the Court.

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IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20 .

PRINCIPAL:
(Seal)

(Seal)

(Seal) (Principal)

(Address)

(City, State, Zip)

(Phone Number)
SURETY:

(Seal)

(Seal)

(Seal) (Principal)

(Address)

(City, State, Zip)

(Phone Number)
NOTE: Attach Notary Acknowledgment for signatures of those executing for PRINCIPAL (owner) and SURETY.

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CITY OF PACIFICA
540 Crespi Avenue, Pacifica, CA 94044

CONSTRUCTION SERVICES AGREEMENT

PIER HANDRAIL REPAIR PROJECT
DATE: ____________

1. IDENTIFICATION OF CONTRACTOR:

CONTRACTOR: _________________________________________
CALIFORNIA LICENSE NO: ________________ CLASS: A - General Engineering Contractor

2. SCOPE OF THE WORK
See Scope of Work attached as Appendix A.

COMPENSATION FOR WORK. Contractor’s total compensation for the Work performed under this Agreement (Contract Sum) is $__________, to be paid as (check one): (1)  lump sum; (2)  lump sum with progress payments; (3)  per attached schedule of rates and charges, up to a guaranteed not-to-exceed amount of $__________. All payments (check one): shall  shall not be subject to a five percent (5%) retention.

3. SCHEDULE OF PERFORMANCE FOR THE WORK. Contractor shall commence and complete the Work by the following dates:

Commencement Date shall be on the date established in the Notice to Proceed. Owner reserves the right to modify or alter the Commencement Date of the Work.

Substantial Completion Date: Within 110 calendar days of Commencement Date.

Final Completion Date: Within 10 calendar days of Substantial Completion.

3.01 Liquidated Damage Amounts.

A. As liquidated damages for delay Contractor shall pay Owner Thirty Two Five Hundred dollars ($3,500.00) for each Day that expires after the time specified herein for Contractor to achieve Substantial Completion of the entire Work, until achieved.

B. As liquidated damages for delay Contractor shall pay Owner Thirty Two Five Hundred dollars ($3,500.00) for each Day that expires after the time specified herein for Contractor to achieve Final Completion of the entire Work, until achieved.

3.02 Scope of Liquidated Damages
Contractor and Owner agree that because of the nature of the Project, it would be impractical or extremely difficult to fix the amount of such actual damages incurred by Owner because of a delay in completion of all or any part of the Work. Contractor and Owner agree that specified measures

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of liquidated damages shall be presumed to be the amount of such damages actually sustained by Owner, and that because of the nature of the Project, it would be impracticable or extremely difficult to fix the actual damages.

B. Liquidated damages for delay shall cover administrative, overhead, interest on bonds, and general loss of public use damages suffered by Owner as a result of delay. Liquidated damages shall not cover the cost of completion of the Work, damages resulting from Defective Work, lost revenues or costs of substitute facilities, or damages suffered by others who then seek to recover their damages from Owner (for example, delay claims of other contractors, subcontractors, tenants, or other third-parties), and defense costs thereof. Owner may deduct from any money due or to become due to Contractor subsequent to time for completion of entire Work and extensions of time allowed pursuant to provisions hereof, a sum representing then-accrued liquidated damages.

4. TERMS AND CONDITIONS.

4.01 Contractor shall perform the Work in accordance with the terms and conditions of this Agreement and the following attachments (together, Contract Documents):

Appendix A – Scope of Work
Appendix B – General Conditions
Appendix C – Insurance
Appendix D – Construction Labor and Materials Payment Bond Appendix E – Construction Performance Bond
Appendix F – Supplemental Conditions

4.02 The Contract Documents are the sole and exclusive provisions that govern the Work. Any provision contained in any Owner purchase order issued in connection with this Agreement or any Work shall be null and void and shall have no force or effect.

4.03 Agreement number must appear on all invoices and correspondence. Send invoices in duplicate immediately upon performance of Work ordered hereon or as otherwise provided in the Contract Documents to :

City of Pacifica, Department of Public Works,
540 Crespi Ave., Pacifica, CA 94044
CONTRACTOR: Contractor OWNER: City of Pacifica
_______________________________ __________________________________ Signature Signature
_______________________________ Kevin Woodhouse, City Manager Print Name & Title
______________________________ __________________________________ Date Date
APPROVED AS TO FORM: ATTEST:
_______________________________ __________________________________ Michelle Marchetta Kenyon, City Attorney Sarah Coffey, City Clerk

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– Page 17
Addresses for Notices: Addresses for Notices:
____________ City of Pacifica
____________ 540 Crespi Avenue
____________ Pacifica, CA 94044

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Appendix A to Construction Services Agreement

SCOPE OF WORK
[To be provided]

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Appendix B to Construction Services Agreement

GENERAL CONDITIONS
ARTICLE 1 TERMS OF PERFORMANCE
Construction Services Agreement (Agreement) Force and Effect. The provisions of the Agreement and other Contract Documents constitute the entire agreement between the Contractor and Owner regarding the Work described herein. No representation, term or covenant not expressly specified in the Contract Documents shall be a part of the parties’ agreement. The Agreement and other Contract Documents shall govern the Work (whenever performed), and shall supersede all other purchase orders and agreements between Contractor and Owner, and any proposal, with respect to the Work.

Construction Performance Bond; Construction Labor and Materials Payment Bond; Securities in Lieu of Retention Escrow Account.

If Contract Sum under the Agreement exceeds (or is expected to exceed) $25,000, Contractor shall provide (i) a construction labor and material payment bond, in accordance with Civil Code Section 9550 and in form attached hereto Appendix D – Construction Labor and Materials Payment Bond, and (ii) a construction performance bond in form attached hereto as Appendix E – Construction Performance Bond. Contractor may not substitute cash in lieu of the required bond(s).

If the Agreement specifies performance retention, Contractor may elect to substitute securities or direct payment to an escrow account, pursuant to Public Contract Code Section 22300 (incorporated herein by this reference).

Records and Payment Requests. Contractor shall submit all billings with all necessary invoices or other appropriate evidence of proper performance, after which Owner shall make payment within 30 days. Upon Owner’s written request, Contractor shall make available to Owner, its authorized agents, officers, or employees, any and all ledgers, books of accounts, invoices, vouchers, cancelled checks, and other records or documents evidencing or relating to the Work or the expenditures and disbursement charged to Owner, and all correspondence, internal memoranda, calculations, books and accounts, records documenting its Work under the Contract Documents, and invoices, payrolls, timecards, records and all other data related to matters covered by the Contract Documents.

Contractor shall furnish to Owner, its authorized agents, officers, or employees, such other evidence or information as Owner may require with regard to the Work or any such expenditure or disbursement charged by Contractor. Contractor shall maintain all such documents and records prepared by or furnished to Contractor during the course of performing the Work for at least five years following completion of the Work, except that all such items pertaining to hazardous materials shall be maintained for at least 30 years. Contractor shall permit Owner to audit, examine and make copies, excerpts and transcripts from such records. The State of California or any federal agency having an interest in the subject of the Contract Documents shall have the same rights conferred to Owner by this section. Such rights shall be specifically enforceable.

Use of Contract Documents and Other Information. Drawings, Specifications, and other Contract Documents are made available to Contractor solely for Contractor’s use under the Contract Documents. Further, all tangible and intangible property developed, produced and/or provided by Contractor under the Contract Documents, and all such items (other than Contract Documents) provided by Owner to Contractor in connection with the Contract Documents including, without limitation, drawings, specifications, sketches, models, samples, tools, computer programs, technical information, confidential business information, scripts, customer or personnel information and data, whether written, oral or otherwise (all hereinafter referred to as Information) shall be Owner’s sole property. Contractor may not use Contract Documents or Information for

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any purpose unrelated to Contract Documents without Owner’s prior written consent. All copies of Information in written, graphic or other tangible form shall be delivered to Owner upon completion of Work, or earlier if otherwise provided in Contract Documents.

Performance of Work/No Assignment. Time is of the essence in the performance of the Work.

Contractor will perform the Work in a skillful and workmanlike manner; comply fully with criteria established by Owner, and with applicable laws, codes, and all applicable industry standards.

Contractor shall maintain its work area in a clean and sanitary condition, clear debris and trash at the end of each work day, and shall not damage or disrupt any property unless specifically part of the scope of the Contract Documents. Contractor shall not contract any portion of the Work or otherwise assign the Contract Documents without prior written approval of Owner. (Contractor shall remain responsible for compliance with all terms of the Contract Documents, regardless of the terms of any such assignment.) Contractor shall permit Owner (or its designees) access to the work area, Contractor’s shop, or any other facility, to permit inspection of the Work at all times during construction and/or manufacture and fabrication. The granting of any progress payment, and any inspections, reviews, approvals or oral statements by any Owner representative, or certification by any governmental entity, shall in no way limit or relieve Contractor from its obligations under the Contract Documents. Either party’s waiver of any breach, or the omission or failure of either party, at any time, to enforce any right reserved to it, or to require strict performance of any provision of the Contract Documents, shall not be a waiver of any other right to which any party is entitled, and shall not in any way affect, limit, modify or waive that party’s right thereafter to enforce or compel strict compliance with every provision hereof. Owner shall have, at all times, set-off rights with respect to any payment and Contractor’s failure to perform the terms of the Contract Documents.

Defective Work; Warranties. Contractor warrants that all construction services shall be performed in accordance with generally accepted professional standards of good and sound construction practices, all Contract Documents requirements, and all laws, codes, standards, licenses, and permits. Contractor warrants that all materials and equipment shall be new, of suitable grade of their respective kinds for their intended uses, and free from defects. Contractor hereby grants to Owner for a period of one year following the date of completion its unconditional warranty of the quality and adequacy of all of the Work including, without limitation, all labor, materials and equipment provided by Contractor and its Subcontractors of all tiers. If either prior to completion of the Work, or within one year after completion, any Work (completed or incomplete) is found to violate any of the foregoing warranties (Defective Work), Contractor shall promptly, without cost to Owner and in accordance with Owner’s written instructions, correct, remove and replace the Defective Work with conforming Work, and correct, remove and replace any damage to other Work or other property resulting therefrom. If Contractor fails to do so within five days of Owner’s written notice (or other time period specified in the notice), Contractor shall pay all of the Owner’s resulting claims, costs, losses and damages. Where Contractor fails to timely correct Defective Work, or defects are discovered outside the correction period, Owner shall have all rights and remedies granted by law.

Earthwork and Underground Facilities. If the Work involves digging trenches or other excavations that extend deeper than four feet below the surface, Contractor shall notify Owner in writing of any material that Contractor believes may be hazardous waste that is required to be removed in accordance law, subsurface or latent physical conditions at the site differing from those indicated by information about the site made available to bidders prior to the deadline for submitting bids, or 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 Documents, pursuant to Public Contract Code Section 7104. For any Work involving trench shoring that costs in excess of $25,000, Contractor shall submit and Owner (or a

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registered civil or structural engineer employed by Owner) must accept, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation of such trench or trenches, pursuant to Labor Code Section 6705. If such plan varies from the shoring system standards, the plan shall be prepared by a registered civil or structural engineer. Consistent with Government Code Section 4215, as between Owner and Contractor, Owner will be responsible for the timely removal, relocation, or protection of existing main or trunk line utility facilities located on the Site only if such utilities are not identified in the Contract Documents or information made available for bidding.

LEGAL
Compliance with Laws; Conflict of Interests. Contractor shall comply with all applicable federal and state laws, regulations and policies, as amended, including those regarding discrimination, unfair labor practices, anti-kick-back, collusion, prevailing wages, labor compliance, and the provisions of the Americans with Disability Act. Contractor, its officer, partners, associates, agents, and employees, shall not make, participate in making, or in any way attempt to use the position afforded them by the Contract Documents to influence any governmental decision in which he or she knows or has reason to know that he or she has a financial interest under applicable state, federal and local conflict of interest regulations. Contractor warrants that no person or agency has been employed or retained, or will be employed or retained, to solicit or obtain any contract with Owner, upon an agreement or understanding for a contingent fee, except a bona fide employee or agency.

Licenses, Patents, Permits. Before commencing Work, Contractor shall apply for, obtain and maintain in current status, at its own expense, any license, permit or approval required from any agency for the performance of Work. To the greatest extent permitted by law, Contractor shall not be entitled to any compensation for any Work performed while not properly licensed, etc.

Employee Wages; Records; Apprentices. This Project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. Contractor shall post job site notices as prescribed by regulation. Contractor shall pay prevailing wages to its employees on any Order in excess of $1,000.00. Copies of the prevailing rate of per diem wages are on file at Owner’s principal office. Contractor shall comply with the 8-hours per day/40 hours per week/overtime/working hours restrictions for all employees, pursuant to the California Labor Code.

Contractor and all subcontractors shall keep and maintain accurate employee payroll records for Work performed. The payroll records shall be certified and submitted as required by law, including Labor Code Section 1771.4 and 1776, including (if the Agreement is awarded on or after April 1, 2015 or continues on or after January 1, 2016) to the Labor Commissioner no less frequently than monthly. Contractor shall comply fully with Labor Code Section 1777.5 in the hiring of apprentices for work relating to the Agreement. If Contract Sum exceeds $2,000 and is funded with federal funds, then Contractor shall pay federal Davis Bacon wages and comply with applicable federal requirements.

Mandatory Contractor and Subcontractor Registration. Pursuant to Labor Code Section 1771(a), Contractor represents that it and all of its Subcontractors are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Contractor covenants that any additional or substitute Subcontractors will be similarly registered and qualified.

Indemnity/Liability. Contractor shall defend, indemnify, and save harmless, to the fullest extent permitted by law, the Owner and each of its officers, directors, representatives, agents and employees, against all claims, suits, actions, loss, cost, damage, expense, and liability arising from or related to bodily injury to or death of any person or damage to any property, or resulting from any breach and/or Contractor’s negligence in performing the Work pursuant to the Contract Documents.

Notwithstanding any provision of the Contract Documents, Owner shall not be liable to Contractor

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or anyone claiming under it, in contract or tort, for any special, consequential, indirect or incidental damages arising out of or in connection with the Contract Documents or the Work. Owner’s rights and remedies, whether under the Contract Documents or other applicable law, shall be cumulative and not subject to limitation.

Worker’s Compensation. Pursuant to Labor Code Sections 1860 and 1861, in accordance with the provisions of Section 3700 of the Labor Code, every contractor will be required to secure the payment of compensation to his employees. Contractor represents that it is aware of the provisions of Labor Code Section 3700 that 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 Contractor shall comply with such provisions before commencing the performance of the Work.

MISCELLANEOUS
No Modification or Waiver; Severability. The Contract Documents may not be modified, nor may compliance with any of its terms be waived, except by written instrument executed and approved by fully authorized representatives of Owner and Contractor. Contract Documents headings are for convenience only and do not affect the construction of the Contract Documents. Should any part of the Contract Documents be declared invalid, void or unenforceable, all remaining parts, terms and provisions of the Contract Documents shall remain in full force and effect and shall in no way be invalidated, impaired or affected thereby.

Independent Contractor. Contractor is an independent Contractor and does not act as Owner’s agent in any capacity, whatsoever. Contractor is not entitled to any benefits that Owner provides to Owner employees including, without limitation, insurance, worker’s compensation benefits or payments, pension benefits, health benefits or insurance benefits. Terms within the Contract Documents regarding directives apply to and concern the result of the Contractor’s provision of Work not the means, methods, or scheduling of the Contractor’s Work. Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures with respect to its provision of Work under the Contract Documents. Contractor shall pay all payroll taxes imposed by any governmental entity and will pay all other taxes not specifically identified in the Contract Documents as Owner’s responsibility.

Termination; Suspension; Disputes. Owner may direct Contractor to terminate, suspend, delay, interrupt or accelerate Work, in whole or in part, for such periods of time as Owner may determine in its sole discretion. Owner will issue such directives in writing, and may do so, in whole or in part, for its convenience or due to Contractor’s fault. Owner will compensate Contractor for extra costs resulting from such directives only to the extent that Owner issues such directives for its convenience and not due to Contractor’s fault (but Owner shall not compensate Contractor for costs, profit or overhead anticipated to be earned or incurred on Work terminated for Owner’s convenience.) Contractor shall continue its Work throughout the course of any dispute, and Contractor’s failure to continue Work during a dispute shall be a material breach of the Contract Documents. All claims by Contractor against Owner shall be submitted in writing to Owner, and shall be governed by Public Contract Code Sections 20104 – 20104.6, after which time the one year time period in Government Code Section 911.2 shall be, pursuant to Government Code Section 930.2, reduced to 90 days. Should Contractor be terminated for default, and such termination is subsequently determined to be wrongful, such termination will be converted to a termination for convenience as provided herein.

Notices. All notices between the parties hereto shall be in writing and may be served by commercial express/overnight courier service or by depositing the same in the United States mail, postage prepaid and certified receipt requested, and addressed as indicated beneath each party’s signature in the Master Agreement, or as either party may otherwise provide to the other.

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Dispute Resolution. All Contractor claims not otherwise subject to Public Contract Code Sections 20104 et seq shall, as a condition precedent to litigation thereon, first be mediated. Mediation shall be confidential, non-binding, pursuant to the construction mediation procedures of JAMS in San Francisco, California, and utilize the services of a mediator mutually acceptable to the parties. If the parties are unable to agree, the mediator will be selected by JAMS from its panel of approved construction industry mediators, having a minimum of 10 years’ experience in the construction industry. The cost of mediation shall be equally shared by all parties to the mediation. The parties shall, prior to the commencement of a mediation pursuant to this Paragraph, upon notice of the other party, exchange relevant, non-privileged project documents in compliance with Code of Civil Procedure Sections 2031.010 et seq. Additionally, the parties may agree mutually to engage in additional discovery prior to mediation. Should the parties proceed with additional discovery, they shall, unless mutually agreed otherwise, comply with Code of Civil Procedure Sections 2019, et. seq. The Mediator will undertake to resolve any discovery disputes relating to the Mediation.

Execution; Venue; Limitations. The Agreement shall be deemed to have been executed in San Mateo County, California. Enforcement of the Contract Documents shall be governed by the laws of the State of California, excluding its conflict of laws rules. Except as expressly provided in the Contract Documents, nothing in the Contract Documents shall operate to confer rights or benefits on persons or entities other than Owner and Contractor. As between the parties to the Agreement, any applicable statute of limitations for any act or failure to act shall commence to run on the date of Owner’s issuance of the final Certificate for Payment, or termination of the Contract Documents, whichever is earlier, except for latent defects, for which the statute of limitation shall begin running upon discovery of the defect and its cause.

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Appendix C to Construction Services Agreement

INSURANCE

1. Commercial General Liability Insurance, written on an “occurrence” basis, which shall provide coverage for bodily injury, death and property damage resulting from operations, liability for slander, false arrest and invasion of privacy, blanket contractual liability, broad form endorsement, and completed operations, personal and advertising liability, with limits of not less than [$1,000,000] general aggregate and [$1,000,000] each occurrence, subject to a deductible of not more than [$1,000] payable by Contractor.

2. Business Automobile Liability Insurance with limits not less than [$1,000,000] each occurrence including coverage for owned, non-owned and hired vehicles, subject to a deductible of not more than [$1,000] payable by Contractor.

3. Workers’ Compensation Employers’ Liability limits not less than [$1,000,000] each accident, [$1,000,000] per disease and [$1,000,000] aggregate. Contractor’s Workers’ Compensation Insurance policy shall contain a Waiver of Subrogation against the City of Pacifica, its officers, directors, officials, agents, employees and volunteers. In the event Contractor is self-insured, it shall furnish Certificate of Permission to Self-Insure signed by Department of Industrial Relations Administration of SelfInsurance, State of California.

4. [If applicable] Builder’s Risk Insurance including, without limitation, coverage against loss or damage to the Work by fire, lightening, wind, hail, aircraft, riot, vehicle damage, explosion, smoke, falling objects, vandalism, malicious mischief, collapse, and other such hazards as are normally covered by such coverage. Such insurance shall be in amount equal to the replacement cost (without deduction for depreciation and subject to stipulated value in lieu of average clause) of all construction constituting any part of the Work, excluding the cost of excavations, of grading and filling of the land. [Alternatively, if applicable] An Installation Floater including, without limitation, coverage against loss or damage to the Work by fire, lightening, wind, hail, vandalism, malicious mischief, and other such hazards as are normally covered by such coverage. Such insurance shall be in amount equal to the replacement cost (without deduction for depreciation and subject to stipulated value in lieu of average clause) of the Work. [If either Builder’s Risk or an Installation Floater is required, continue] Such insurance may be subject to deductible clauses not to exceed [$10,000] for any one loss. Such insurance will not cover loss or damage to Contractor’s equipment, scaffolding or other materials not to be consumed in the performance of the Work. The insurer shall waive all rights of subrogation against Owner.

5. Insurance policies in Appendix C shall contain an endorsement containing the following terms:

5.01 City of Pacifica, its officers, directors, officials, agents, employees, and volunteers, shall be named as additional insureds, but only with respect to liability arising out of the activities of the named insured, and there shall be a waiver of subrogation as to each named and additional insured.

5.02 The policies shall apply separately to each insured against whom claim is made or suit is brought except with respect to the limits of the company’s liability.

5.03 Written notice of cancellation, non-renewal or of any material change in the policies shall be mailed to Owner thirty (30) days in advance of the effective date thereof.

5.04 Insurance shall be primary insurance and no other insurance or self-insured retention carried or held by any named or additional insureds other than Contractor shall be called upon to contribute to a loss covered by insurance for the named insured.

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6. Certificates of Insurance and Endorsements shall have clearly typed thereon the Project Name, shall clearly describe the coverage and shall contain a provision requiring the mailing of written notices of cancellation described in clause 5.03 above.

7. All policies of insurance shall be placed with insurers acceptable to Owner. The insurance underwriter(s) must be duly licensed to do business in the State of California and (other than for workers’ compensation) must have an A. M. Best Company rating of [A-,VII] or better. Required minimum amounts of insurance may be increased should conditions of Work, in the opinion of Owner, warrant such increase. Contractor shall increase required insurance amounts upon direction by Owner.

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Appendix D to Construction Services Agreement

CONSTRUCTION LABOR AND MATERIAL PAYMENT BOND
KNOW ALL PERSONS BY THESE PRESENTS:

1. THAT WHEREAS, the City of Pacifica, a general law city and municipal corporation of the State of California (Owner) has awarded to (Name of Contractor) _________________ as Principal a Construction Services Agreement, dated the ___________ day of ______________, 20 ____ (Agreement), titled PIER HANDRAIL REPAIR PROJECT located at the City of Pacifica in the amount of $_____________________________ (Contract Sum), which Agreement is by this reference made a part hereof, for the work described as follows:
(Describe Agreement Work) .

2. AND WHEREAS, Principal is required to furnish a bond in connection with the Agreement to secure the payment of claims of laborers, mechanics, material suppliers, and other persons as provided by law;

3. NOW, THEREFORE, we, the undersigned Principal and ______________________________ as Surety, are held and firmly bound unto Owner in the sum of 100% OF THE CONTRACT SUM ($_________________), for which payment well and truly to be made we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

4. THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal, or its heirs, executors, administrators, successors, or assigns approved by Owner, or its subcontractors shall fail to pay any of the persons named in California Civil Code Section 9100, or amounts due under the State of California Unemployment Insurance Code with respect to work or labor performed under the Agreement, or for any amounts required to be deducted, withheld, and paid over to the State of California Employment Development Department from the wages of employees of Principal and subcontractors pursuant to California Unemployment Insurance Code Section 13020 with respect to such work and labor, that Surety will pay for the same in an amount not exceeding the sum specified in this bond, plus reasonable attorneys’ fees, otherwise the above obligation shall become and be null and void.

5. This bond shall inure to the benefit of any of the persons named in California Civil Code Section 9100, as to give a right of action to such persons or their assigns in any suit brought upon this bond. The intent of this bond is to comply with the California Mechanic’s Lien Law.

6. Surety, for value received, hereby expressly agrees that no extension of time, change, modification, alteration, or addition to the undertakings, covenants, terms, conditions, and agreements of the Agreement, or to the work to be performed thereunder, shall in any way affect the obligation of this bond; and it does hereby waive notice of any such extension of time, change, modification, alteration, or addition to the undertakings, covenants, terms, conditions, and agreements of the Agreement, or to the work to be performed thereunder.

7. Surety’s obligations hereunder are independent of the obligations of any other surety for the payment of claims of laborers, mechanics, material suppliers, and other persons in connection with Agreement; and suit may be brought against Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing Owner’s rights against the other.

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8. Correspondence or claims relating to this bond shall be sent to Surety at the address set forth below.

IN WITNESS WHEREOF, we have hereunto set our hands this __________ day of ____________________, 20___.

CONTRACTOR AS PRINCIPAL SURETY
Company: (Corp. Seal) Company: (Corp. Seal)
Signature Signature
Name Name
Title Title
Street Address Street Address
City, State, Zip Code City, State, Zip Code

END OF DOCUMENT

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Appendix E to Construction Services Agreement

CONSTRUCTION PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

1. THAT WHEREAS, City of Pacifica, a general law city and municipal corporation of the State of California (Owner) has awarded to (Name of Contractor)____________________________ as Principal a Construction Services Agreement, dated the ___________ day of ___________, 20___ (Agreement), titled PIER HANDRAIL REPAIR PROJECT in the amount of $______________ (Contract Sum), which Agreement is by this reference made a part hereof, for the work described as follows:
(Describe Agreement Work) .

2. AND WHEREAS, Principal is required to furnish a bond in connection with the Agreement, guaranteeing the faithful performance thereof;

3. NOW, THEREFORE, we, the undersigned Principal and _________________________ as Surety are held and firmly bound unto Owner in the sum of 100% OF THE CONTRACT SUM to be paid to Owner or its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents.

4. THE CONDITION OF THIS OBLIGATION IS SUCH, that if Principal, or its heirs, executors, administrators, successors, or assigns approved by Owner, shall promptly and faithfully perform the covenants, conditions, and agreements of the Agreement during the original term and any extensions thereof as may be granted by Owner, with or without notice to Surety, and during the period of any guarantees or warranties required under the Agreement, and shall also promptly and faithfully perform all the covenants, conditions, and agreements of any alteration of the Agreement made as therein provided, notice of which alterations to Surety being hereby waived, on Principal’s part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify, defend, protect, and hold harmless Owner as stipulated in the Agreement, then this obligation shall become and be null and void; otherwise it shall be and remain in full force and effect.

5. No extension of time, change, alteration, modification, or addition to the Agreement, or of the work required thereunder, shall release or exonerate Surety on this bond or in any way affect the obligation of this bond; and Surety does hereby waive notice of any such extension of time, change, alteration, modification, or addition.

6. Whenever Principal shall be and declared by Owner in default under the Agreement, Surety shall promptly remedy the default, or shall promptly:

6.01 Undertake through its agents or independent contractors, reasonably acceptable to Owner, to complete the Agreement in accordance with its terms and conditions and to pay and perform all obligations of Principal under the Agreement including, without limitation, all obligations with respect to warranties, guarantees, indemnities, and the payment of liquidated damages; or

6.02 Obtain a bid or bids for completing the Agreement in accordance with its terms and conditions, and, upon determination by Owner of the lowest responsible bidder, reasonably acceptable to Owner, arrange for a contract between such bidder and Owner and make available as work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the Contract Sum, and to pay and perform all obligations of

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Principal under the Agreement including, without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages; but, in any event, Surety’s total obligations hereunder shall not exceed the amount set forth in the third paragraph hereof. The term “balance of the Contract Sum,” as used in this paragraph, shall mean the total amount payable by Owner to the Principal under the Agreement and any amendments thereto, less the amount Owner paid to Principal.

7. Surety’s obligations hereunder are independent of the obligations of any other surety for the performance of the Agreement, and suit may be brought against Surety and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing Owner’s rights against the others. Surety may not use Contractor to complete the Agreement absent Owner’s written consent.

8. No right of action shall accrue on this bond to or for the use of any person or corporation other than Owner or its successors or assigns.

9. Surety may join in any proceedings brought under the Agreement and shall be bound by any judgment.

10. Correspondence or claims relating to this bond shall be sent to Surety at the address set forth below.

IN WITNESS WHEREOF, we have hereunto set our hands this _________ day of ________________, 20___.

CONTRACTOR AS PRINCIPAL SURETY
Company: (Corp. Seal) Company: (Corp. Seal)
Signature Signature
Name Name
Title Title
Street Address Street Address
City, State, Zip Code City, State, Zip Code

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Appendix F to Construction Services Agreement

SUPPLEMENTAL CONDITIONS

1. Plans
See Plans, Specifications and Estimates.

2. Shop Drawings
Shop drawings maybe required on this project.

3. Dust Control and Cleanup
During the construction period, the dust level shall be kept at a minimum. The premises shall also be kept free from the accumulation of waste material or rubbish. Failure to meet this requirement may result in project shutdown.

The final cleaning shall leave the facilities ready for use with no additional cleanup. Use no cleaning materials which will contaminate the ocean. At the completion of the contract, the Contractor shall remove all remaining litter, debris, materials, temporary structures and equipment from the site.

The premises shall be left in a clean and orderly condition acceptable to the City Engineer.

In the event Contractor leaves the job overnight in an unclean condition, City may take action to provide necessary requirements and will deduct the cost of doing so from subsequent Contractor payments.

4. Public Safety
Contractor shall be responsible during all phases of work to provide for public safety and convenience. It shall be the Contractor’s responsibility to provide adequate provisions to assure the safety of the general public throughout the duration of the project, including periods when no work is being performed. The site shall be thoroughly fenced-off when work is not actively in progress, and lighted barricades shall be placed around any obstructions not encompassed by this fence.

In the event Contractor leaves the job overnight in an unsafe condition, or fails to provide for public safety and convenience, City may take action to provide necessary requirements and will deduct the cost of doing so from subsequent Contractor payments.

All applicable safety regulations shall be complied with to protect the public and the Contractor’s employees. Strict compliance with Cal/OSHA safety requirements in doing the work is required.

5. Prevailing Wage Rates
The Contractor shall post, in a location on the job site, the prevailing wage rate Determination which is applicable to this project.

6. Discrimination

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No discrimination shall be made in the employment of persons upon public works because of the race, sex, age, color, national origin, creed, sexual orientation or marital status of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of Section 1735 of the California Labor Code.

7. Employment of Apprentices
Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1967) and 1777.6 of the Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him.

The Contractor and any subcontractor shall comply with the requirements of Sections 1777.5 and 1777.6 in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

8. Materials and Supplies
All materials and supplies called for by contractor’s scope and proposal and shall be new unless otherwise specified.

9. Protection
The Contractor shall provide adequate protection for the site and surroundings throughout the work.

All damage done to existing property shall be neatly repaired or replaced at the Contractor’s expense. Work shall be executed in a careful and orderly manner with the least possible disturbance to public and occupants of the area.

The Contractor shall conduct his operations in such a manner as to avoid damage to existing improvements and adjacent property. The Contractor shall, at its sole cost and expense, repair or replace any damage occurring from his operations to pursue completion of the contract. The repairs and replacement shall be to the satisfaction of the Engineer and according to City standards and practices. The minimum repair or replacement shall be equal to surrounding existing conditions or better, and the Engineer’s decision as to acceptable repair or replacement shall be final. The burden of proof as to whether there was existing damage by the Contractor shall rest with the Contractor.

The site shall be maintained in a neat and orderly manner at all times. All existing facilities shall be protected and, if they are damaged or destroyed by the Contractor, shall be restored or replaced in kind at his expense, to their original conditions, or better, as approved by the City or other owner thereof. The site shall be secured at the conclusion of each work day.

10. Inspections
Inspectors, employed by the City, shall be authorized to inspect all work done and all materials furnished. Such inspection may extend to all or any part of the work on the project and to the preparation, fabrication or manufacture of the materials to be used. An inspector is not authorized to revoke, alter or waive any requirements of the specifications. He is authorized to call the attention of the Contractor to any failure of the work or materials to conform to the specifications and

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contract. He shall have the authority to reject materials or suspend the work until any question at issue can be referred to and decided by the Engineer.

An inspector will in no case act as foreman or perform other duties for the Contractor, nor interfere with the Contractor’s management of the work.

In case the Contractor refuses to suspend operations on verbal order, the inspector giving such verbal order will then issue the order in writing. After placing the order in the hands of the person in charge of the work for the Contractor, the inspector will immediately leave the job. Work done during the absence of the inspector will not be accepted or compensated.

The Contractor shall prosecute work only in the presence of an authorized inspector or authorized representative of the Engineer, and any work done without such inspection shall be at the Contractor’s risk and be subject to rejection.

The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work, as performed, is in accordance with the requirements and intent of the specifications and contract. The Contractor shall at all times and for any purpose permit the Engineer and any of his representatives and representatives of the City to have access to the work and the premises used by the Contractor.

11. Defective Materials
Any materials condemned or rejected by the Engineer as not meeting the requirements of these specifications may be branded or otherwise marked by the Engineer and shall, on demand, be at once removed by the Contractor to a satisfactory distance from the work.

If the Contractor does not remove such material within a reasonable time, fixed by written notice, the City may remove and store the materials at the expense of the Contractor. If the Contractor does not pay the expense of such removal and storage within ten days thereafter, the City may, upon ten days’ written notice, sell such materials at auction or at private sale. The City will account for the net proceeds thereof after deducting all the costs and expenses that should have been borne by the Contractor.

No partial payment, inspection, taking possession of, or other act made or done by the Engineer or the City with respect to the work prior to the final completion and acceptance thereof shall relieve Contractor from performing the Work in accordance with this contract, and shall not affect or prejudice the right of the Engineer or the City to reject any defective work or material or to require the Contractor complete fulfillment of all the provisions of the contract.

If the Engineer deems it expedient and not in the best interests of the City to correct work injured or done not in accordance with the contract, the defective work may be accepted subject to an equitable deduction from the contract price which may be made therefor by the City upon certificate from the Engineer.

12. Temporary Suspension of Work and Extension of Time for Performance When conditions at the site of the proposed work are unsatisfactory for the prosecution of a part or all of the work as adjudged by the Contractor and he is forced to suspend such work until reasonable conditions for its prosecution exist, he may request, in writing, that the Engineer authorize such suspension of work. Without the Engineer’s approval, any suspensions violate this specification.

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Unsatisfactory conditions may include, but not limited to: inclement weather, excessively high surf and/or tides, strikes, excessive high or low ambient temperature and inability of delivery of materials by suppliers for good reason.

When, in the opinion of the Engineer, suspensions of work are beyond the control of both the Contractor and the City (including, without limitation, adverse weather, conditions, earthquakes, force majeure events), the time of performance as set forth in the Agreement will be extended by the Engineer, in writing, by a period of time equal to that lost due to the delay occasioned by the allowed suspension, all at no additional cost to the City and without waiver of remedies for nonproliferation of the work. Such allowed suspension of work shall not relieve the Contractor of his contractual responsibilities.

13. Laws and Regulations
The Contractor shall comply with all local, regional, State and Federal laws and regulations at all times. In addition, the Contractor shall meet the standards set by the Air Quality Act for Noise and Pollution. If there is any conflict between these specifications and provisions and any laws or regulations, the matter shall be brought to the attention of the Engineer immediately.

14. Sound Control Requirements
The Contractor shall comply with all local sound control and noise level rules, regulations and ordinances which apply to any work performed pursuant to the contract.

Each internal combustion engine, used for any purposes on the job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No internal combustion engine shall be operated on the project without said muffler.

15. Air Pollution Control
The Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any work performed pursuant to the contract, involving any air pollution control rules, regulations, ordinances and statutes specified in Section 11017 of the Government Code.

16. Water Pollution
General:

Contractor shall take all measures necessary to prevent debris or contamination from entering the ocean. Best Management Practice (BMP) shall be enforced at all times.

Correction of Inadequate Pollution and Erosion Control Measures:

If the measures being taken by the Contractor are inadequate to control water pollution effectively, the City Engineer may direct the Contractor to revise operations. The directions will be in writing and will specify the items of work for which the Contractor’s water pollution control measures are inadequate. No further work shall be performed on those items until the water pollution control measures are made adequate.

Abatement of Other Water Pollution:

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The cleanup of water pollution by chemicals, petroleum products, cement or by the escape of any other material that is harmful or potentially harmful, from the work site as a result of the Contractor’s operations, into drainage systems or the ocean shall be the financial responsibility of the Contractor. The means of cleanup and the party or parties to be engaged to perform the cleanup work shall be determined by the Engineer in consultation with appropriate hazardous materials, pollution control, safety, health and wildlife authorities and officials. The Contractor shall immediately carry out cleanup orders issued to him through or by the Engineer and shall make the work site accessible to personnel and equipment from outside pollution control resources called in by the Engineer. The cost of cleanup action called for by the Engineer and performed by outside resources shall be deducted from any monies due or become due the Contractor.

Compensation:

Full compensation for conforming to the requirements of this section shall be considered as included in the Contract Sum paid for the various items of work and no additional compensation will be allowed therefor.

17. Environmental Protection Requirements
Source Reduction and Recycling
The California Integrated Waste Management Act of 1989 (AB 939) mandates that 25 percent of the waste stream in the City of Pacifica be diverted from landfill by 1995 and that this diversion increase to 50 percent by 2000. AB 939 also required the City of Pacifica to prepare and adopt a Source Reduction and Recycling Element (SRRE) outlining recommended programs to meet the above noted diversion goals. One of the approved SRRE programs is to require the utilization of recycled construction materials for City projects. All work performed under this contract and all contractors and their associates and/or employees shall utilize recycled materials and recycle construction materials where feasible. Construction/Demolition Recycling Resources Lists are available from the Pacifica Planning Department and the California Integrated Waste Management Board.

Contractor shall reuse or recycle any useful construction materials generated during the project.

Disposal
At the end of each working day, the Contractor shall collect all scrap, debris and waste material and dispose of such materials properly.

Hazardous Material/Waste Management
A. Storage
The Contractor shall label and store all hazardous materials, such as pesticides, paints, thinners, solvents, and fuels; and all hazardous wastes, such as waste oil and antifreeze; in accordance with the City of Pacifica Hazardous Materials Storage Ordinance and all applicable State and Federal regulations.

The Contractor shall store all hazardous materials and all hazardous wastes in accordance with secondary containment regulations, and it is recommended that these materials and

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wastes be covered, as needed, to avoid potential management of collected rain water as a hazardous waste.

The Contractor shall keep an accurate, up-to-date inventory, including Material Safety Data Sheets (MSDSs), of hazardous materials and hazardous wastes stored on-site, to assist emergency response personnel in the event of a hazardous materials incident.

B. Disposal
The Contractor shall use secondary containment, such as a drip pan, to catch leaks or spills any time that vehicle or equipment fluids are dispensed, changed or poured.

The Contractor shall keep a stockpile of spill cleanup materials, such as rags or absorbents, readily accessible on site.

The Contractor shall clean up leaks and spills of vehicle or equipment fluids immediately and dispose of the waste and cleanup materials as hazardous waste, as described in the section above.

The Contractor shall not wash any spilled material into streets, gutters, storm drains or creeks and shall not bury spilled hazardous materials.

The Contractor shall report any hazardous materials spill to the City of Pacifica Building Division at (650) 738-7344.

The Contractor shall inspect vehicles and equipment arriving on site for leaking fluids and shall promptly repair leaking vehicles and equipment. Drip pans shall be used to catch leaks until repairs are made.

C. Activity-Specific Requirements
The following requirements shall be met on all projects within the City of Pacifica that include the listed activities.

Concrete, Grout and Mortar Waste Management
Material Management:

The Contractor shall store concrete, grout, and mortar away from drainage areas and ensure that these materials do not enter the storm drain system or the ocean waters.

Concrete Truck/Equipment Wash Out:

The Contractor shall not wash out concrete trucks or equipment into streets or gutters.

The Contractor shall perform washout of concrete trucks or equipment off-site or in a designated area on-site where the water will flow onto dirt or into a temporary pit in a dirt area. The Contractor shall let the water percolate into the soil and

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dispose of the hardened concrete in a trash container. If a suitable dirt area is not available, then the Contractor shall collect the wash water and remove it off-site.

18. Layout of Work
Layout of work shall be done by the Contractor. Contractor shall mark the work area limits and facilities to be removed and replaced. All layout shall be approved by the City.

19. Substitutions
Substitutions in material or methods of construction, when necessary because of material shortages or in order to avoid serious delay may be made only after they are approved by the City Engineer in writing.

20. Traffic Control and Public Access
The Contractor shall be responsible for proper traffic control to assure public safety and convenience. Continuous safe public access shall be maintained to residential structures at all times.

21. Material and Workmanship
All materials and workmanship are to be the best of their respective kinds. The terms “or equal,” “approved,” “selected” and so forth shall mean as approved, etc. by the City Engineer. All materials and equipment used should be in accordance with the manufacturer’s printed directions.

Use adequate numbers of skilled workmen who are thoroughly trained and experienced in necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of work specified. Use equipment adequate in terms of size, capacity and numbers to accomplish work in a timely manner.

22. Drug-Free Workplace
The Contractor is required to comply with the Drug-Free Workplace Act of 1988. The requirements of the Drug-Free Workplace Policy are described in City of Pacifica Administrative Policy Number

46. 23. Harassment and Discrimination
The Contractor is required to comply with City of Pacifica Administrative Policy Number 33, Harassment and Discrimination in the Workplace.

24. Payroll Records
Contractor and each Sub-Contractor shall keep an accurate payroll record, showing the name, address, social security number, work week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by him in connection with the public work. All payroll records shall be certified and maintained by the Contractor and be made available to auditors and managers from the City upon request.

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CITY OF PACIFICA
Part II
Standard Specifications
For Further Information, Contact:

Department of Public Works
Engineering Division
170 Santa Maria Avenue
Pacifica, CA 94044
(650) 738-3767

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Section 1

DEFINITIONS AND TERMS
1-1.01 DEFINITIONS
Wherever in these Specifications and other Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be interpreted as follows:

A. Contract Documents. The Notice to Contractors, Information for Bidders, Bid Form, Designation of Subcontractors, Agreement, Bidder's Bond, Performance Bond, Labor and Material person's Bond, Progress Schedule, General Conditions, Equal Employment Opportunity Conditions if applicable, Technical Provisions, Plans, Specifications, and such provisions of the Standard Specifications of the State of California, Department of Transportation, dated 2018, except as specifically noted in the Technical Specifications, are hereby incorporated by reference.

B. Contractors. The person, firm, partnership, or corporation to whom this Contract is awarded by Owner and who is subject to the terms thereof.

C. Director of Public Works. The Director of Public Works of the City of Pacifica and the representative of the Director of Public Works, duly authorized and appointed by the Director of Public Works.

D. Engineer. The City Engineer of the City of Pacifica, or the representative of the City Engineer duly authorized and appointed by the City Engineer. In the event Owner has hired any person or corporation as an independent Contractor to act in lieu of the City Engineer, the term "Engineer" shall be deemed to include such person or corporation.

E. Governing Body of the Owner. The City Council of the City of Pacifica.

F. Inspector. The Inspector employed by Owner to perform inspection during construction of the work, under the direction of the Director of Public Works.

G. Owner. The City of Pacifica, a municipal corporation in the State of California.

H. Plans. The Official Plans, working drawings or exact reproductions thereof, approved by the Governing Body of the Owner which show the location, character, dimensions and details of the work on the Project and the work to be done. The Plans are to be considered as a part of the Contract Documents, complementary to the Specifications.

I. Project. The entire public improvement proposed by Owner to be constructed in whole or in part, pursuant to this Contract.

J. Revocable. Items noted as “Revocable” in the Proposal may be deleted entirely or in part at the sole discretion of the City. The provision of Section 4-1.02, “Increased or Decreased Quantities,” shall not apply to entire or partial deletion of Revocable items.

J. Specifications. The directions, provisions, and requirements contained herein, or contained in any Specifications referred to herein, pertaining to the method and manner of performing the work on the Project, or to the quantities, or the quality of materials to be furnished under the Contract.

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K. Subcontractor. A person, firm, partnership, or corporation having a direct contract with Contractor and not with Owner, for the performing of work or labor or the rendering of service to Contractor for the work.

L. Surety. Any persons, firm, partnership, or corporation that executes as Surety on Contractor's Performance Bond or Contractor's Labor and Material person's Bond or Bidder's Bond.

M. Work. Work to be performed on the Project under this Contract, including work normally done at the site of the Project plus labor and materials. 1-1.02 SPECIFICATIONS
Wherever in these Specifications the term "Standard Specifications" is used, it shall mean Greenbook:

Standard Specifications for Public Works Construction, dated 2021, except as specifically noted in the Technical Specifications. In case of conflict between the State of California Standard Specifications and these Specifications, these Specifications shall take precedence over and be used in lieu of such conflicting portions.

Any item not covered in these Specifications shall be performed in accordance with the appropriate section of the Standard Specifications. Whenever in the Standard Specifications the following terms are used, they shall be understood to mean and refer to the following:

A. Department of Public Works or Department of Transportation. The City of Pacifica, Department of Public Works.

B. Director of Public Works. The City of Pacifica, Director of Public Works.

C. Engineer. The Engineer is defined as the Deputy Director Public Works, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

D. Laboratory. The designated laboratory authorized by the City of Pacifica to test materials and work involved in the Contract.

E. State. California.
1-1.03 GENERAL
All work shall be done in conformance with the applicable provisions of the Standard Specifications except as modified herein. Payment for work, equipment and materials not specifically covered herein shall be included in the payment for related items of work. No additional payment will be made for work, equipment or materials not covered in these plans and specifications, but necessary to insure a completed project as specified. Any plan or method of work suggested by the Owner or the Engineer to Contractor but not specified or required, if adopted or followed by Contractor in whole or in part, shall be used at the risk and responsibility of Contractor; and the Owner and the Engineer shall assume no responsibility therefor and in no way be held liable for any defects in the work which may result from or be caused by use of such plans or method of work.
1-1.04 STATEMENT OF WORK
Furnish all labor, equipment and materials and perform all work called for in the Contract Documents and

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as necessary to furnish to the City a complete project ready for use. 1-1.05 DRAWINGS
Two sets of the Contract Drawings and Specifications will be furnished without charge to the Contractor to whom the contract for the work is awarded. Additional sets will be furnished to Contractor on request, as needed. The work shall conform to the drawings which shall form a part of these Specifications, and are available at the Office of the Director of Public Works, Engineering Division, 170 Santa Maria Avenue, Pacifica, California.
1-1.06 BUSINESS LICENSE
All Contractors, whether they be general Contractors or subcontractors, who transact or carry on business in the City of Pacifica, shall acquire a Business License in conformance with Sec. 3-1.103 of the City of Pacifica Municipal Code.
1-1.07 MINORITY AND WOMEN BUSINESS ENTERPRISES
It is the policy of the City of Pacifica to encourage the participation of Minority and Women Business Enterprises in the bidding process for all City contracts. Any reference using the word "his" is to be construed as meaning "his, hers or its".
1-1.08 PROOF OF COMPETENCY OF BIDDER
Any bidder may be required to furnish evidence satisfactory to Owner that he/she and his/her proposed subcontractors have sufficient means and experience in the type of work called for to insure completion of the contract in a satisfactory manner.
1-1.09 SPECIAL NOTICE
Bidders are required to inform themselves fully of the conditions relating to construction and labor under which the work will be or is now performed, and, so far as possible, the successful bidder must employ such methods and means in carrying out his/her work as will not cause any interruption or interference with any other Contractor.

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Section 2

PROPOSAL REQUIREMENTS AND CONDITIONS
2-1.01 EXAMINATION OF PLANS, SPECIFICATIONS AND SITE WORK Before submitting a bid, each bidder shall carefully read the Specifications and all other Contract Documents. The bidder shall visit the site of the Project and shall fully inform himself/herself as to all existing conditions and limitations under which the work is to be performed, and he/she shall include in his/her bid a sum to cover the cost of all items necessary to perform the work as set forth in the Contract Documents. No allowance of any kind whatsoever will be made to any bidder because of lack of such examination or knowledge. The submission of a bid shall be conclusive evidence that the bidder has made such an examination.
2-1.02 CONTENTS OF BID
In order to receive consideration, all bids shall be made in accordance with the following instructions:

A. Bids shall be made upon the form provided therefor, properly executed and with all items filled out; the signature of all persons signing shall be in longhand.

B. Blank spaces in the bid must be properly filled in, and the phraseology thereof must not be changed. Additions must not be made to the items mentioned therein. Any unauthorized conditions, limitations or provisions attached to a proposal may cause its rejection. Alterations by erasures or interlineation must be explained or noted in the bid over the signature of the bidder.

C. Late bids will be returned to the bidder unopened.

D. Each bid shall be addressed to the City Clerk of the City of Pacifica, and shall be delivered to the office of the Clerk of the City of Pacifica on or before the day and hour set for the opening of bids.

The bid shall bear the title of the work, the name of the bidder, and the date and hour of the opening. It is the sole responsibility of the bidder to see that the bid is received in proper time. 2-1.03 WITHDRAWAL OF BID
Any bidder may withdraw his/her bid, either personally or by a written request, at any time prior to the scheduled time for opening of bids.
2-1.03.A WITHDRAWAL OF BIDS AFTER OPENING
No bidder may withdraw his/her bid for a period of 60 calendar days after the date set for the opening thereof, and the same shall be subject to acceptance by the Owner during this period. 2-1.03.B BIDDERS INTERESTED IN MORE THAN ONE BID
No person, firm or corporation shall be allowed to make or file or be interested in more than 1 bid for the same work, unless alternate bids are called for. A person, firm or corporation submitting a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not thereby disqualified from submitting a sub-proposal or quoting prices to other bidders.
2-1.04 SUBMISSION OF BIDS; AGREEMENT TO ASSIGN

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In accordance with Government Code §4552, the bidder shall conform to the following requirements. In submitting a bid to a public purchasing body, the bidder offers and agrees that if the bid is accepted, he/she/it will assign to the purchasing body all rights, title, and interest in and to all causes of action it may have under §4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act [Chapter 2 (commencing with §16700) of Part 2 of Division 7 of the Business and Professions Code], arising from purchase of goods, materials, or services by the bidder for sale to the purchasing body pursuant to the bid.

Such assignment shall be made and become effective at the time the purchasing body tenders final payment to the bidder.
2-1.05 LIST OF SUBCONTRACTORS
Bidders must submit a list of their proposed subcontractors in compliance with §§4100-4113 of the Public Contract Code of the State of California. Forms for this designation are furnished in the Bid Documents, Part I.
2-1.06 INSURANCE
At or prior to the delivery of the signed Agreement, Contractor shall deliver to Owner the policies of insurance or insurance certificates as are required by the Plans and Specifications. All policies or certificates of insurance shall be approved by the Director of Public Works of the City of Pacifica before the successful bidder may proceed with the work. Failure or refusal to furnish insurance policies or certificates in the form satisfactory to the Director of Public Works of the City of Pacifica shall subject the bidder to penalties for delay in commencement of the Work. 2-1.07 BIDDER'S BOND
Each bid shall be accompanied by cash, a certified or cashier's check, or a bidder's bond in the sum of not less than 10% of the total aggregate of the bid, and said checks or bond shall be made payable to the order of the City of Pacifica (herein after referred to as "Owner") as defined in Part I, Section 1-1.01 of these Specifications. Cash and certified or cashier’s checks shall not be accepted unless accompanied by a waiver of all interest on the amount paid to the City. In case the successful bidder fails to file satisfactory bonds or provide the insurance required by the Contract Documents, or refuses to enter into a contract within the specified time, he/she shall be liable for any difference by which the cost of procuring the work exceeds the amount of his/her bid and the bond or the amount of cash or check shall be available to offset such difference. If the bid is not accepted by Owner within 60 calendar days after the date set for the opening of bids, or if the bidder to whom the contract is awarded executes and delivers to Owner the required Contract Documents and insurance, the cash or the amount of the certified or cashier's check without interest shall be returned to the bidder.
2-1.08 GUARANTEE OF MATERIALS AND EQUIPMENT
All materials and equipment furnished and the work performed under these Specifications and/or drawings, shall be guaranteed in writing for a period of 1 years from the date of final acceptance against defective material, design and workmanship. In addition, the Contractor shall guarantee in writing that the system as a whole shall be free of defects for a period of 1 years from the date of final acceptance, the system shall operate perfectly, and all apparatus shall perform in accordance with their individual Specifications.

Contractor shall allow 10% of the faithful performance bond to remain in effect for a period of one year following City Council project acceptance as guarantee for any needed repair or replacement caused by defective materials and workmanship.

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Section 3

AWARD AND EXECUTION OF CONTRACT
3-1.01 AWARD OR REJECTION OF BIDS
The Contract, if awarded, will be awarded to the lowest responsible bidder subject to Owner's right to reject any or all bids and to waive any informality in the bids or the bidding. 3-1.02 REJECTION OF PROPOSALS
The City, at its sole discretion, may reject all bids. Additionally, individual proposals may be rejected if (among other things) they any alteration of form, additions not called for, conditional bids, incomplete bids, erasures, or irregularities of any kind, or a disproportionate amount of payment being made on any item of work during any phase of the project, or fail to provide a price on al bid items, including all alternates or proposals submitted which are in strict compliance with the directions in the Notice to Contractors. The City may, in its sole discretion, waive any informalities or minor irregularities in the bid or proposal.

Proposals not submitted in strict compliance with the directions in the Notice to Contractors may, in City’s sole discretion, be deemed non-responsive and rejected on that basis.

When proposals are signed by an agent, other than the officer or officers of a corporation authorized to sign contracts on its behalf or a member of a co-partnership, a “Power of Attorney” must be on file with the City Clerk prior to opening bids or shall be submitted with the proposal; otherwise, the proposal may be rejected at the City’s sole discretion as irregular and unauthorized.

Proof of authority of the person or persons signing on behalf of the bidder shall be provided to the City upon request after the bid opening.
3-1.03 SUBSTITUTION OF SUBCONTRACTORS
No contractor whose bid is accepted shall:

1. Substitute any person as subcontractor in place of the subcontractor listed in the original bid, except where the City, or its duly authorized officer, may, except as otherwise provided, have consented to the substitution in any of the following situations:
a. When the subcontractor listed in the bid after having had a reasonable opportunity to do so fails or refuses to execute a written contract, when that written contract, based upon general terms, conditions, plans and specifications for the project involved or the terms of that subcontractor’s written bid, is present to the subcontractor by the Contractor. b. When the listed subcontractor becomes bankrupt or insolvent. c. When the listed subcontractor fails or refuses to perform its subcontract. d. When the listed subcontractors fails or refuses to meet the bond requirements of the Contractor.
e. When the Contractor demonstrates to the City that the name of the subcontractor was listed as the result of an inadvertent clerical error.
f. When the listed subcontractor is not licensed at the time of bid pursuant to the Contractor License Law on non-federally funded projects or at the time of award on federally funded projects.

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g. When the City determined that the work performed by the listed subcontractor is substantially unsatisfactory and not in substantial accordance with the plans and specifications, or that the subcontractor is substantially delaying or disruption the progress of the work.

Prior to approve of the Contractor’s request for a substitution of subcontractor, the City shall give notice in writing to the listed subcontractor of the Contractor’s request to substitute and of the reasons for the request. The notice shall be served by certified or registered mail to the last known address of the subcontractor. The listed subcontractor who has been notified shall have 5 working days within which to submit written objections to the substitution to the City. Failure to file these written objections shall constitute the listed subcontractor’s consent to the substitution.

If written objection are filed, the City shall give notice in writing of at least 5 working days to the listed subcontractor of a hearing by the City on the Contractor’s request for substitution.

2. Permit any subcontractor to be voluntarily assigned or transferred or allow it to be performed by anyone other than the subcontractor listed in the original bid, without consent of the City.

3. Other than in the performance of change orders causing changes or deviations from the original contract, sublet or subcontract any portion of the work in excess of ½ of one percent of the prime contractor’s total bid as to which the Contractor’s original bid did not designate a subcontractor. 3-1.04 PERFORMANCE BOND AND LABOR AND MATERIALS BOND
At or prior to the delivery of the signed Agreement, Contractor shall deliver to Owner the Performance Bond and Labor and Materialperson's Bond as are required by Part 1, Section 2 of these Specifications.

All bonds shall be on forms provided by Owner, and each shall be in an amount equal to 100% of the contract price. All bonds shall be approved by the Director of Public Works of the City of Pacifica before the successful bidder may proceed with the Work. Failure or refusal to furnish bonds in the form satisfactory to the Director of Public Works of the City of Pacifica shall subject the bidder to penalties for delay in commencement of the Work or revocation of the Award of Contract.

Pursuant to California Public Contract Code §22300, the Contractor will be permitted, at its request and sole expense, to substitute securities for any monies withheld by the City to ensure performance under the contract. Said securities will be deposited either with the City or with the state or federally chartered bank as escrow agent. Securities eligible for this substitution are those listed in California Government Code §16430 or bank or savings and loan certificate of deposit, interest bearing demand deposit accounts, standby letters of credit, or any other mutually agreed to by Contractor and the Owner. The Contractor shall be the beneficial owner of any securities substituted for monies withheld and shall receive any interest thereon.
3-1.05 EXECUTION OF AGREEMENT
The form of agreement which the successful bidder, as Contractor, will be required to execute is included in the Contract Documents and must be carefully examined by each bidder. The bidder to whom the Contract is awarded by Owner shall, within 10 calendar days after Notice of Award, execute and deliver to Owner 1 original and 1 counterpart of the Agreement. 3-1.06 NOTIFICATION BY CONTRACTOR
A. The Contractor shall notify the Director of Public Works and the project inspector at least 24 hours prior to commencing work and shall comply with any Notifications or approvals mentioned in the Specifications, Part IV.

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B. Immediately after the award of Contract by the City of Pacifica and where applicable and required by the Plans and Specifications, the Contractor shall notify the following agencies:

North Coast County Water District
2400 Francisco Boulevard
Pacifica, California 94044
PG&E
Colma Service Center
450 Eastmoor Avenue
Daly City, California 94015
AT&T
840 West San Bruno Avenue
San Bruno, California 94066
Comcast
860 Stanton Rd
Burlingame, CA 94010
SamTrans (San Mateo County Transit District)
1250 San Carlos Avenue
P.O. Box 3006
San Carlos, California 94070-1306
Recology of the Coast
2305 Palmetto Ave.

Pacifica, CA 9404
C. The Contractor shall notify residents and business owners adjacent to the Work, as noted in the Special Provisions of these Specifications.

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Section 4

SCOPE OF WORK
4-1.01 LOCATION OF WORK
The City reserves the right to add or delete from quantities of work during the project and to add or delete locations (see Part I, Section 9-1.01). Locations of work for this project are set out in Plans & Specifications and incorporated herein.
4-1.02 CHANGES TO THE WORK
The bidder's attention is directed to the provisions of Section 4 of the Standard Specifications and the following modifications, all of which are applicable to this Contract:

A. Owner, without invalidating the Contract, may order additions to or deductions from the Work, the Contract Sum being adjusted accordingly. Any claim for extension of time cause thereby shall be adjusted at the time of ordering such change. See Section 9-1.01A of these Specifications regarding measurement and payment for increased or decreased quantities.

B. Any alteration or alterations made in the Plans & Specifications which are a part of this Contract, or any provision of this Contract shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part hereof, and consent to make such alterations is hereby given, and the sureties to said bonds hereby waive the provisions of Civil Code §2819.

C. In giving instructions, the Engineer shall have authority to issue written change orders not inconsistent with the purpose of the Work. All change orders require issuance of a purchase order.

Except in an emergency endangering life and property, no extra work or change shall be made unless in pursuance of such written order, and no claim for an addition to the Contract Sum shall be valid unless the additional work was so ordered.

D. Any change order that is in excess of the original Contract amount, plus any contingency, must be approved in the same manner as the original Contract.

E. Any change order exceeding the amount of the approved budget is invalid unless and until a budget adjustment has been approved by the City Council.

F. Unit prices in any change order shall be the same as those unit prices in the original Contract.
4-1.03 NOTIFICATION OF CHANGE IN CONDITION
Pursuant to Public Contracts Code §7104, when trenches or other excavations must be dug pursuant to this Contract that extend deeper than 4 feet below the surface, the Contractor shall promptly, and before the following conditions are disturbed, notify the Owner in writing of any:

A. Material that the Contractor believes may be material that is hazardous waste, as defined in Health & Safety Code §25117, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law; or, B. Subsurface or latent physical conditions at the site differing from those indicated; or,

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C. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for in the Contract.

The Owner will promptly investigate the conditions identified by the Contractor, and if the Owner finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in the Owner's cost of, or the time required for, performance of any part of the work will issue a change order under the procedures described in the Contract Documents.

In the event a dispute arises between the Owner and the Contractor 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 Documents, but shall proceed with all work to be performed under the Contract Documents. The Contractor shall retain any and all rights provided either by the Contract Documents or by law which pertain to the resolution of disputes and protects between the contracting parties.

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Section 5

CONTROL OF WORK
5-1.01 CONTROL OF WORK
The bidder's attention is directed to the provisions of Section 5 of the Standard Specifications, all of which are applicable to this Contract.
5-1.02 INTERPRETATION OF DRAWINGS AND DOCUMENTS PRIOR TO

BIDDING
If any person contemplating submitting a bid for the construction of the Project is in doubt as to the true meaning of any part of the Plans, Specifications, or other Contract Documents, or finds discrepancies in, or omissions from the Plans or Specifications, he/she may submit to Owner a written request for an interpretation or correction thereof not later than 5 working days before the date bids will be opened. The person submitting the request will be responsible for its prompt delivery. Any interpretation or correction of the Contract Documents will be made only by addendum and will be mailed or delivered to each person receiving a set of such documents. Owner will not be responsible for any other explanation or interpretation of the Contract Documents.

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Section 6

CONTROL OF MATERIALS
6-1.01 CONTROL OF MATERIALS
The bidder's attention is directed to the provisions of Section 6 of the Standard Specifications and the following modifications, all of which are applicable to this Contract. At the option of the Director of Public Works, the Contractor shall provide testing from Owner's list of certified labs at the Contractor's own expense.

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Section 7

LEGAL RELATIONS AND RESPONSIBILITY
7-1.01 WAGES
Workers employed in the work must be paid at rates at least equal to the then current prevailing wage scale as determined by the State Director of the Department of Industrial Relations. A copy is usually on file in the Office of the Director of Public Works.

Pursuant to California Labor Code §1770, any Contractor who is awarded a public works project and intends to use a craft of classification not shown on the general prevailing wage determinations, may be required to pay the wage rate of that craft of classification most closely related to it as shown in the general determinations effective at the time of the calls for bids.

Statutory provisions for penalties for failure to pay prevailing wages and for failure to comply with state wage and hour laws will be enforced. Eight hours of labor constitutes a day’s work. The Contractor must comply with the statutory requirements relating to certified copies of payroll records, including the maintenance of the records, their certification and their availability for inspection. 7-1.02 ADDITIONAL SURETIES
If at any time during the continuance of the Contract the Sureties, or any of them, shall, in the opinion of the Owner, become irresponsible, the Owner shall have the right to require additional and sufficient Sureties which the Contractor shall furnish to the satisfaction of the Owner within 10 working days after notice.
7-1.03 LEGAL RELATIONS AND RESPONSIBILITY
The bidder's attention is directed to the provisions of Section 7 of the Standard Specifications and the following modifications, all of which are applicable to this Contract, with the exception that the City shall not pay for any of the requirements covered by this section, the cost of which, if any, shall be considered as included in the bid items.

A. Notices. Any notice from one party to the other under this Contract shall be in writing and shall be dated and signed by the party giving such notice, or by a duly authorized representative of such party. Any such notice shall not be effective for any purpose whatever unless served in the following manner:

1. If the notice is given to Owner, it must be by personal delivery thereof to the Director of Public Works or by depositing the same in the United States mails, enclosed in a sealed envelope, addressed to Owner for the attention of said Director of Public Works, 540 Crespi Drive, Pacifica, CA 94044, postage prepaid and registered;

2. If the notice is given to the Contractor, it must be by personal delivery thereof to the Contractor, or to the Contractor's foreman at the site of the work, or by depositing the same in the United States mails, enclosed in a sealed envelope addressed to the Contractor at the Contractor's regular place of business or at such other address as may have been established for the conduct of the work, postage prepaid and registered; or

3. If the notice is given to the Surety or any other person, by personal delivery to such

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Surety or by depositing the same in the United States mails, enclosed in a sealed envelope, addressed to such Surety or person at the address of such Surety or person last communicated by him to the party giving the notice, postage prepaid and registered; and

4. The effective date of such notice(s) shall be the date personal delivery is made or the date shown on the return receipt of the registered mailed notice.

B. Entire Contract. No verbal agreement or conversation with any officer, agent or employee of Owner, either before, during or after the execution of this Contract, shall affect or modify any of the terms or obligations contained in the Contract Documents, nor shall such verbal agreement or conversation entitle the Contractor to any additional payment whatsoever under the terms of this Contract.

C. Failure to Complete the Work on Time (Liquidated Damages). If the Work is not completed by Contractor in the time specified herein above, or within any period of extension as above authorized, it is understood that the Owner will suffer damage; and it being impracticable and infeasible to determine the amount of actual damage, it is agreed that the Contractor shall pay to the Owner, as fixed and liquidated damages, and not as a penalty, the sum as stated in the Contract, and the Contractor and the Contractor's Surety shall be liable for the amount thereof; provided, however, that the Contractor shall not be charged liquidated damages because of any delays in the completion of the work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (including, but not restricted to, Acts of God or of the public enemy, acts of the Government, acts of the Owner, fires, floods, epidemics, quarantine restrictions, strikes and freight embargoes).

The Contractor shall, within 10 calendar days from the beginning of any such delay, notify the Owner in writing of the cause of the delay and the amount of time extension requested, if any; whereupon the Owner shall ascertain the facts and the extent of the delay and extend the time for completing the Work when, in its judgment and for the amount of time if any, the findings of fact justify such an extension. The Director of Public Works' determination shall be final and binding on the parties hereto. 7-1.04 EMPLOYMENT OF APPRENTICES
A. Attention is directed to the provisions of Labor Code §§1777.5 and 1777.6 concerning the employment of apprentices by the Contractor or any subcontractor under Contractor. Section 1777.5 only does not apply to contracts of general Contractors or specialty Contractors not bidding for work through a general or prime contractor involving less than $30,000 or 20 working days.

B. Section 1777.5, requires the Contractor or subcontractor employing tradepersons in any apprenticeable 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 will also fix the ratio of apprentices to journeypersons that will be used in the performance of the contract. Section 1777.5 also requires submission of specified award information to the committee.

The ratio of apprentices to journeypersons in such cases shall not be less than 1 to 5, except that the joint committee may grant a certificate, subject to the approval of the Administrations of Apprenticeship, exempting a Contractor from the 1 to 5 ratio when it finds that any one of the following conditions are met;

1. In the event unemployment for the previous 3 month period in such area exceeds an average of 15%, or

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2. In the event the number of apprentices in training in such area exceeds a ratio of 1 to 5, or

3. If there is a showing that the apprenticeable craft or trade is replacing at least 1/13th of its journeyperson annually through apprenticeship training, either on a statewide basis, or on a local basis, or

4. If assignment of an apprentice to any work performed under a public works contract would create a condition which would jeopardize apprentice's life or the life, safety, or property of fellow employees or the public at large or if the specific task to which the apprentice is to be assigned is of such a nature that training cannot be provided by a journeyperson C. The Division of Apprenticeship Standards may grant a certificate exempting the Contractor from the 1 to 5 ratio upon proper showing by the Contractor that it employs apprentices in a specific apprenticeable craft or trade in the state on all its contracts on an annual average if not less than 1 apprentice to each 5 journeypersons.

D. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if the Contractor employs registered apprentices or journeypersons in any apprenticeable trade on such contracts, and if other Contractors in the area of the public works site are making such contributions.

E. The Contractor and any subcontractor under Contractor shall comply with the requirements of §§1777.5 and 1777.6 in the employment of apprentices.

F. 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.

G. Responsibility for compliance with this section and this section's reference to the Standard Specifications lies with the Contractor.
7-1.05 STORM WATER POLLUTION PREVENTION
The Contractor shall be responsible for ensuring that all work conforms to "Best Management Practices for the Construction Industry" from the San Mateo Countywide Water Pollution Program in the Plans, as well as the City Code.
7-1.06 PUBLIC WORKS CONTRACTS; ASSIGNMENT TO AWARDING BODY In accordance with California Public Contract Code §7103.5, the Contractor and subcontractors shall conform to the following requirements. The Contractor and its subcontractors offer and agree to assign to the Owner all rights, title, and interest in and to all causes of action it may have under §4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act [Chapter 2 (commencing with §16700) of Part 2 of Division 7 of the Business and Professions Code], arising from purchases of goods services, or materials pursuant to the public works Contract or its subcontracts. This assignment shall be made and become effective at the time the Owner tenders final payment to the Contractor, without further acknowledgment by the parties.
7-1-07 UNFAIR BUSINESS PRACTICE CLAIMS

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Pursuant to Public Contract Code § 7103.5, the Contractor agrees to assign all unfair business practices claims under the Clayton Act and the Cartwright Act to the City of Pacifica. 7-1.08 TRAFFIC CONTROL PLAN AND DEVICES
The Contractor shall supply, place, and maintain all necessary traffic control devices during construction in accordance with the applicable requirements of the Standard Specifications. 7-1.09 INSURANCE
Bidders' attention is directed to the insurance requirements below. It is highly recommended that bidders confer with their respective insurance carriers or brokers to determine in advance of bid submission the availability of insurance certificates and endorsements as prescribed and provided herein. If an apparent low bidder fails to comply strictly with the insurance requirements, that bidder may be disqualified from award of the contract.

The Contractor shall procure and maintain for the duration of the Contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the Work hereunder by the Contractor, Contractor's agents, representatives, employees or subcontractors.

The cost of such insurance shall be included in the Contractor's bid and shall not be otherwise recoverable from Owner.

A. Minimum Scope of Insurance. Coverage shall be at least as broad as:

1. Insurance Services Office form number GL 0002 (Ed. 1/73) covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage ("occurrence" form GC 0001).

2. Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 "any auto" and endorsement CA 0025.

3. Worker's Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance.

B. Minimum Limits of Insurance. The Contractor shall maintain limits no less than:

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

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

3. Workers' Compensation and Employers Liability: Worker's compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident.

C. Deductibles and Self-insured Retentions. Any deductibles or self-insured retentions must be

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declared to and approved by the City of Pacifica. At the option of the City of Pacifica, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City of Pacifica, its officers, officials, employees and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses.

D. Other Insurance Provision. The policies are to contain, or be endorsed to contain the following provision:

1. General Liability and Automobile Liability Coverages a. The City of Pacifica, its officers, officials, employees and volunteers are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor, products and completed operations of the Contracts, premises owned, occupied or used by the Contractor, or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City of Pacifica, its officers, officials, employees, or volunteers.
b. The Contractor's insurance coverage shall be primary insurance as respects the City of Pacifica, its officers, officials, employees, and volunteers. Any insurance or self-insurances maintained by the City of Pacifica, its officers, officials, employees, or volunteers shall be excess of the Contractors Insurance and shall not contribute with it. c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City of Pacifica, its officers, officials, employees, or volunteers. d. The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.

2. Workers' Compensation and Employers Liability Coverage. The insurer shall agree to waive all rights of subrogation against the City of Pacifica, its officers, officials, employees, or volunteers for losses arising from work performed by the Contractor for the City of Pacifica.

3. All Coverages. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after 30 days prior written notice by certified mail, return receipt required, has been given to the City of Pacifica.

E. Acceptability of Insurers. Insurance is to be placed with insurers with a Best's rating of no less than rating of A-VII or better.

F. Verification of Coverage. The Contractor shall furnish the City of Pacifica with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be on forms provided by the City of Pacifica. Where by statute, the City of Pacifica' workers' compensation-related forms cannot be used, equivalent forms approved by the State Insurance Commissioner are to be substituted. All certificates and endorsements are to be received and approved by the City of Pacifica before work commences. The City of Pacifica reserves the right to require complete, certified copies of all required insurance policies, at any time.

G. Subcontractors. The Contractor shall include all subcontractors as insureds under its policies

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or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.

H. Indemnification. The Contractor shall save, keep and hold harmless indemnify and defend the City its officers, agent, employees and volunteers from all damages, liabilities, penalties, costs, or expenses in law or equity that may at any time arise or be set up because of damages to property or personal injury received by reason of, or in the course of performing work which may be occasioned by a willful or negligent act or omissions of the Contractor, or any of the Consultant's officers, employees, or agents or any subcontractor.
7-1.10 CONTRACT DOCUMENTS ON SITE
The Contractor shall maintain on the job site an official set of Contract Documents, available at all times to the Director of Public Works, Inspector, or their representatives. 7-1.11 COORDINATION OF WORK WITH OTHER CONTRACTS
The Contractor must ascertain to the Contractor's own satisfaction the scope of the Work and the nature of any other Contracts that have been or may be awarded by the Owner in the prosecution of the Work, to the end that the Contractor may perform this Contract in the light of such other Contracts, if any. Nothing herein contained shall be interpreted as granting to the Contractor exclusive occupancy of the site of the work. The Contractor shall not cause any unnecessary hindrance or delay to any other Contractor working on any project which encompasses the Work. If the performance of any Contract for the work is likely to be interfered with by the simultaneous execution of some other Contract or Contracts, the Owner shall decide which the Contractor shall cease work temporarily and which the Contractor shall continue or whether the work can be coordinated so that the Contractors may proceed simultaneously. The Owner shall not be responsible for any damage suffered or extra costs incurred by the Contractor resulting directly or indirectly from the award or performance or accepted performance of any other Contract or Contracts on the Work or caused by any decision or omission of Owner respecting the order of precedence in the performance of the Contracts awarded for the completion of the Work.

The Owner reserves the right to do the Work with its own forces or to let other Contracts for work on or contiguous to the Work set forth in the Plans and Specifications. 7-1.12 EQUAL EMPLOYMENT OPPORTUNITY POLICY
From and after the award of the Contract and during the course of the work on the project, the Contractor shall comply with the following Equal Employment Opportunity Conditions. The Contractor adopts and accepts as its operating policy the following statement:
"It is the policy of this company to assure that applicants are employed and that employees are treated during employment without regard to their race, religion, sex, color, or national origin.

Such action shall include employment, upgrading, demotion, transfer, recruitment and recruitment advertising, termination, pay, and selection for training, including apprenticeship." 7-1-12.A EQUAL EMPLOYMENT OPPORTUNITY OFFICER
The Contractor shall designate and make known to the Director of Public Works an Equal Employment Opportunity Officer capable of administering and promoting an active Contractor program of equal opportunity who will be assigned adequate authority and responsibility to do so.

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7-1.12.B DISSEMINATION OF POLICY
All members of the Contractor's organization with authority to hire, supervise, promote, and terminate employees, or who recommend such action, shall be made fully cognizant of and shall implement the Contractor's Equal Employment Opportunity policy: The following actions shall be taken as a minimum:

A. Periodic meetings of supervisory personnel shall be conducted before start of work and at least once every 3 months for the purpose of reviewing and explaining the Contractor's Equal Employment Opportunity Policy and its implementation. The meetings shall be conducted by the Equal Employment Opportunity Officer or other knowledgeable company officials.

B. All new supervisory employees shall be indoctrinated as to the Contractor's Equal Employment Opportunity obligations within 30 calendar days following their reporting for duty with the Contractor.

C. The Equal Employment Opportunity Officer or appropriate company official will instruct all employees engaged in recruitment and hiring as to the methods followed by the Contractor in recruiting and hiring qualified employees.
7-1.12.C RECRUITMENT
A. When advertising for employees, the Contractor shall include in all advertisements for employees the notation An Equal Opportunity Employer. It shall insert all such advertisements in newspapers or other publications having a large circulation among minority groups in the area from which the project work force would normally be derived.

B. If the Contractor does not restrict individuals who are hired as employees exclusively to those who are related by blood or marriage to persons possessing an ownership interest in the Contractor's business, in those case where the Contractor is not precluded therefor by a valid collective bargaining agreement, systematic and direct recruitment shall be conducted through public and private employee referral sources likely to yield qualified minority group applicants, including, but not limited to State employment agencies, schools, colleges and minority group organizations. To meet this requirement, the Contractor shall, through its Equal Employment Opportunity Officer, identify sources of potential minority group employees and establish with such identified sources procedures whereby minority group applicants may be referred to the Contractor for employment consideration.

C. If the Contractor does not restrict individuals who are hired as employees exclusively to those who are related by blood or marriage to persons possessing an ownership interest in the Contractor's business, the Contractor shall encourage present employees to refer minority group applicants for employment. Information and procedures with regard to referring minority group applicants shall be provided to such employees.
7-1.12.D PERSONNEL ACTIONS
Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination shall be taken without regard to race, color, religion, sex, or national origin. The following procedures shall be followed:

A. The Contractor shall conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel.

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B. The Contractor shall periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices.

C. The Contractor shall periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the Contractor shall promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons.

D. The Contractor shall investigate all complaints of alleged discrimination made to the Contractor in connection with its obligations under this contract, shall attempt to resolve such complaints, and shall take appropriate corrective action. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the Contractor shall inform every complainant of all of his/her avenues of appeal.
7-1.12.E TRAINING AND PROMOTION
If the Contractor does not restrict individuals who are hired as employees exclusively to those who are related by blood or marriage to persons possessing an ownership interest in the Contractor's business, programs designed to increase the skills of all employees and applicants for employment shall be promoted as follows:

A. Consistent with its manpower requirements and as permissible under Federal and State regulations, the Contractor shall make full use of training programs, such as pre-apprenticeship, apprenticeship, and/or on-the-job training programs for the geographical area of contract performance.

B. The Contractor shall advise employees and applicants for employment of available training programs and entrance requirements for each.

C. The Contractor shall periodically review the training and promotion potential of employees and shall encourage eligible employees to apply for such training and promotion. 7-1.12.F UNIONS
If the Contractor relies in whole or in part upon unions as a source of Contractor's work force, the Contractor shall use its best efforts to incorporate an Equal Employment Opportunity clause into all union agreements which defines responsibilities for non-discrimination in hiring, referral, up-grading and training, and otherwise implements an affirmative anti-discrimination program in terms of the union's specific areas of skill and geography, to the end that all qualified workers will be available and given an equal opportunity for employment, and such unions will be contractually bound to refer applicants without regard to their race, color, religion, sex or national origin.

In the event a union is unable to refer applicants as requested by the Contractor within the time limit set forth within the union agreement, the Contractor shall, through its recruitment procedures, fill the employment vacancies without regard to race, color, religion, sex or national origin, making full efforts to obtain qualified persons.
7-1.12.G SUBCONTRACTING
The Contractor shall use its best efforts to assure subcontractor compliance with their Equal Employment Opportunity obligations.

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7-1.12.H DEBARRED CONTRACTORS AND SUBCONTRACTORS
Pursuant to Public Contract code § 6109, contractors and subcontractors who are ineligible pursuant to Labor Code §§ 1777.1 and 1777.7 are prohibited from work on the project 7-1.12.I NOTICES AND POSTERS
The Contractor shall make known its Equal Employment Opportunity responsibilities under this Contract by the following methods:

A. Executed copies of the Contractor's Fair Employment Practices Statement shall be:

1. Conspicuously posted in all areas where job applicants and potential employees appear for purposes of gaining employment by the Contractor;

2. Conspicuously posted on all employee bulletin boards and in other areas where employees of the Contractor congregate; and,

3. Transmitted to each labor union or representative of workers with which the Contractor has a collective bargaining agreement or other contract or understanding, and to all other sources or employee referrals, including schools and employment agencies.

B. Posters containing the following wording shall be conspicuously posted in all areas where job applicants and potential employees appear for purposes of gaining employment by the Contractor:
"(NAME OF CONTRACTOR)" is an Equal Employment Employer." C. The Contractor's Equal Employment Opportunity policy, as described in these Specifications, Section 7-1.10, and shall be distributed in written form to all employees. 7-1.12.J FAIR EMPLOYMENT PRACTICES STATEMENT
The Contractor shall execute the following Fair Employment Practices Statement:
"Fair Employment Practices Statement": (Name of Contractor) is an Equal Employment Opportunity Employer, as such has adopted the policy and will take affirmative action to employment without regard to their race, color, religion, ancestry or national origin. On (Date), (Name of Contractor) was awarded a public works contract by the City of Pacifica, a municipal corporation situated in the County of Santa Clara, State of California, for the work of (Name of Contract). Under said Contract (Name of Contractor) has agreed to comply with those Equal Employment Opportunity Conditions described in Section 7 of the Contract Documents for said project, and has agreed, among other things, that damages will be paid to the City in event it is found that the requirements of said Conditions have not been satisfied.

Dated: Signed:
7-1.12.K RECORDS
The Contractor shall keep such records as are necessary to determine compliance with its Equal Employment Opportunity obligations under this Contract. Such records shall be retained for a period of 2 years following completion of the project. Such records show:

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A. The number of minority and non-minority group members employed in each work classification on the project.

B. The efforts and progress being made in cooperation with unions to increase minority group employment opportunities. (Applicable only to Contractors who rely in whole or in part on Unions as a source of their work force).

C. The efforts and progress being made in locating, hiring, training, qualifying, and upgrading employees.

The above-described records, together with the Contractor's records of employment, employment advertisements, application forms, and other pertinent data shall, upon request, be opened to inspection and copying by the Director of Public Works or the Director of Public Works authorized representative, or any other agency of the State of California designated by the Director of Public Works, for purposes of investigating whether the Contractor has complied with the Equal Employment Opportunity conditions of this Contract.
7-1.12.L REPORTS
Between the date of the award of the Contract and the date of the commencement of work on the project, the Contractor shall in conformity and compliance with the directions of the Director of Public Works, submit to the Director of Public Works a basic compliance report which shall include the following:

A. The name, business address and telephone number of the Contractor's Equal Employment Opportunity Officer.

B. An executed copy of the Contractor's Fair Employment Practices Statement.

C. A description of the Contractor's sources of potential employees, and the identity of the person or persons who have responsibility for determining who the Contractor will hire and whether or not to hire.

D. Such evidence as is required by the Director of Public Works, showing that the Contractor has notified all supervisors, foremen, and other personnel officers, in writing, of the content of the Contractor's Equal Employment Opportunity policy.

E. Such evidence as is required by the Director of Public Works showing that the Contractor has transmitted its Statement of Fair Employment Practices to all sources of employee referrals.

F. Such evidence as is required by the Director of Public Works showing that the Contractor has posted bulletins, posters, and the Fair Employment Practices Statement in the manner required by these Equal Employment Opportunity Conditions.
7-1.12.M BREACH OF EQUAL EMPLOYMENT CONDITIONS
In the event the Director of Public Works, as a result of supervising the Contractor's performance under the Contract or after investigating a complaint by a third party, finds that the Contractor is or has been in violation of its agreement to comply with these Equal Employment Opportunity Conditions, notice of such violations shall be filed with the Director of Public Works and given to the Contractor by depositing same in the United States mail, postage prepaid, addressed to the last known business address of the Contractor, with return receipt requested. Not later than 15 calendar days after the filing of said notice

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with the Director of Public Works, a hearing shall be held by the City Council for the purpose of ascertaining whether the charges contained in the notice are true, and, if true, whether the Contractor has failed to make a reasonable and substantial effort to comply with these Equal Employment Opportunity Conditions. Notice of the time and place of said hearing shall be given the Contractor not less than 5 days prior thereto in the same manner as the notice of violations is given. During said hearing, the City Council shall receive and consider any evidence offered by the Director of Public Works, the Contractor, and any third party. At the conclusion of said hearing, the City Council shall determine the matter and its determination shall be final.

If after the hearing above described the City Council determines that the Contractor has failed to comply with these Equal Employment Opportunity Conditions, and has failed to make a reasonable and substantial effort to comply with said conditions, the Contractor shall be deemed in material breach of the Contract. It is understood that the Owner will have suffered damage by virtue of said breach; and it being impractical and unfeasible to determine the amount of actual damage, it is agreed that the Contractor shall pay to Owner, as fixed and liquidated damages, and not as a penalty, the sum of $50.00 for each calendar day during which the Contractor is found to have been in noncompliance. Such monies may be recovered from the Contractor and its Surety. The Owner may deduct any such damages from monies due the Contractor.
7-1.12.N DISQUALIFICATION FROM FUTURE CONTRACTS
A finding by the City Council that the Contractor has failed to comply with these Equal Employment Opportunity Conditions and has failed to make a reasonable and substantial effort to so comply, or a finding of willful violation of the nondiscrimination provisions of the State of California Fair Employment Practices Act, or similar provisions of Federal law or Executive Order, in the performance of work on the project shall be deemed a basis for determining the Contractor to be not a "responsible bidder" as to future contracts for which the Contractor may submit bids. A finding of willful violation of the nondiscrimination provisions of the State of California Fair Employment Practices Act shall be deemed to have occurred upon receipt by the Owner of written notice from the California Fair Employment Practices Commission that it has investigated and determined that the Contractor has violated said Fair Employment Practices Act and has issued an order under Government Code §12970, or obtained judgment and order of enforcement under Government Code §12973. 7-1.12.O OTHER REMEDIES
Nothing contained in these Equal Employment Opportunity Conditions shall be construed in any manner or fashion so as to prevent the Owner from pursuing any other remedies that may be available at law or in equity.
7-1.13 EQUIPMENT AND MATERIAL REPLACEMENT
A. The Contractor shall replace at Contractor's cost and expense any piece of equipment, or part thereof, or any material furnished under these Specifications, which fails because of defective material or workmanship, within 1 year following completion and acceptance of the Work.

B. All decisions regarding acceptable equipment or installation shall be made by the Director of Public Works, and the Director of Public Works decision shall be final. 7-1.14 PUBLIC SAFETY - NOISE
It shall be the Contractor’s responsibility to keep noise pollution due to construction activities as low as

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possible. In no case shall noise levels produced by the Contractor exceed either of the following maximums:

A. No individual piece of equipment shall produce a noise lever exceeding 85dBA at a distance of 25 feet.

B. The noise level at no point outside of the property line or temporary construction area shall not exceed 85 dBA. No equipment violating these standards will be allowed to operate.

In no case shall the Contractor’s operations violate the noise ordinance of the City Code.

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Section 8

PROSECUTION AND PROGRESS
8-1.01 PROGRESS SCHEDULE
The bidder's attention is directed to the provisions of Section 8 of the Standard Specifications, and these Specifications, all of which are applicable to this Contract, except that it shall be the bidder's responsibility to contact the utility companies and to determine for itself what, if any utility construction, removal, alteration or relocation work might delay or otherwise affect its operations under this Contract, and the Contractor shall not be entitled to any compensation for such delay or effect, except that time extensions may be granted, at the option of the Director of Public Works, as provided for in the Standard Specifications.

Prior to beginning work, the Contractor shall submit to the Director of Public Works for approval a detailed construction schedule for accomplishing the Work within the time allowed.

The detailed construction schedule shall include evidence of a capable work force, availability of construction materials and ability to prosecute the Work diligently to completion.

As a minimum, the construction schedule shall identify all major tasks necessary to complete the Work, shall indicate when each such task will be started and how many working days will be used in completing it, shall indicate the time relationship among the activities, and shall indicate the amount of each Contract item that will be completed after each 10% increment of Contract time has elapsed.

Whenever performance falls behind the approved construction schedule rates, the Contractor shall, by the next day, submit to the Director of Public Works for approval, a revised construction schedule indicating how the remaining work will be completed within the remaining time.

The Contractor shall also submit to the Director of Public Works each Friday a detailed plan and schedule for the proposed construction during the following week.

If and when the Director of Public Works determines that the Contractor will exceed the Contract time allowance, plus approved time extensions, the Director of Public Works shall suspend further payments due the Contractor until such time as the revised construction schedule is approved and the Contractor demonstrates satisfactory progress in accordance with the approved revised schedule.

Full compensation for providing, updating, and revising the project schedule shall be considered as included in the contract unit prices paid for the various items of work required to be listed in the progress schedule and no further compensation will be made therefor. 8-1.02 START OF WORK AND TIME OF COMPLETION
The Contractor shall mobilize within the time frame set forth in the Notice to Proceed and the Special Provisions. Entire contract shall be completed within the time set forth in the Notice after Contractor’s receipt of said Notice.
8-1.03 LIQUIDATED DAMAGES
Liquidated damages will be assessed as noted in the Special Provisions for each calendar day any work remains incomplete beyond the time fixed above for completion.

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8-1.04 ADJUSTMENT AND PRESERVATION OF UTILITIES
This section is supplemental to the Standard Specifications. In case of conflict, these conditions shall govern insofar as applicable.

It shall be the sole responsibility of the Contractor to pothole and verify the exact locations and depths of all utilities prior to making borings or excavations. Power poles and overhead wires shall be protected. Call Underground Service Alert (USA) at 1-800-227-2600 prior to any digging.

The Contractor shall notify Director of Public Works of Contractor's findings in writing where possible conflicts may exist.

The Contractor shall bear full responsibility for all damages and cost of repairs to existing utilities and surface improvements that are to remain or not in direct conflict. If any utilities or improvements, including sprinklers, are damaged during the course of construction, all expenses, or whatever nature, arising from the restoration of improvements to its original conditions shall be borne by the Contractor, and no additional compensation shall be allowed therefor.

Any damaged, broken or cracked utility boxes must be brought to the attention of the Public Works Inspector prior to construction or the Contractor shall assume liability for the damaged boxes.

Unless otherwise indicated on the drawings or specified herein, the Contractor shall maintain in service all water, gas, and sewer lines and any lighting, power, and telephone surface and sub-surface structures of any nature that may be affected by the work.

If the Contractor fails to maintain and protect such facilities, the City of Pacifica reserves the right, if requested by the owners of the utilities, to permit the Owner to move or maintain the utilities at the Contractor's expense.

Should it become necessary in the performance of the Work to disconnect or re-route any underground utility due to a direct conflict with the new work, Contractor shall inform respective utility company involved.
8-1.05 WORKING HOURS
Hours of work shall be as specified in the Special Provisions. Other hours must be specifically approved by the Director of Public Works.
8-1.06 SUPERVISION
The Contractor shall have a qualified superintendent on the job site at all times when work is in progress.

Contractor shall submit Superintendents name and resume of experience to the Director Public Works for approval at pre-construction meeting.
8-1.07 PRE-CONSTRUCTION CONFERENCE
The Contractor shall arrange for a pre-construction conference meeting with the Director of Public Works. This meeting shall be held at least one (1) week before the Contractor intends to start construction.

At the pre-construction conference, the Contractor shall provide the Director of Public Works with the

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name(s) and telephone number(s) of Contractor’s personnel who can be reached and who can respond during non-working hours in the event of an emergency or other contingency requiring the Contractor’s immediate attention.

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Section 9

MEASUREMENT AND PAYMENT
9-1.01 MEASUREMENT AND PAYMENT
A. Payment for Increased or Decreased Quantities. Should there be any variance between the estimated amount of the work to be done and the actual amount of authorized work performed, the provisions of Section 4 of the Standard Specifications, which provide for an adjustment of the unit price by reason of overruns or underruns in excess of 25% of the Director of Public Works estimate, shall apply.

It is the Contractor's responsibility to continually analyze and apply the estimated quantities provided in the Contract Documents and to use the knowledge gained from site visits, construction, and professional experience, to update the estimated quantities as the work progresses. If and when the Contractor reaches 90% of the estimated quantities of materials required for any portion of the work as specified in the Plans and Specifications and has any reasonable belief that the Contractor will be required to exceed those estimated quantities by more than 10%, the Contractor shall provide written notice to the Owner of the possibility and the estimated quantities required to complete the work. If the Contractor fails to provide that written notice before delivering materials in excess of the originally estimated quantities, the Contractor shall not be entitled to any additional compensation or payment for the additional work or materials needed for the additional materials above 110%, but nevertheless shall be required to complete the Work.

B. Progress Payments. On or before the 20th day of each month, the Contractor shall prepare and forward to Owner an estimate, in writing, of the total amount of the work completed in place, and the value thereof as of the 15th day of each month.

The Owner shall retain 5% of such estimated value of the Work completed in place, unless otherwise approved by the Engineer, and shall pay to Contractor, while carrying on the work, the balance not retained, as aforesaid, after deducting therefrom all previous payments, and all sums to be kept or retained under the provisions of this Contract. No such estimate or payment shall be construed to be an acceptance of any defective work or improper materials.

Work completed in place, as estimated, shall be an estimate only, and no inaccuracy or error in said estimates shall operate to release the Contractor or any Surety from damages arising from such work or from enforcing each and every provision of this Contract, and the Owner shall have the right subsequently to correct any error made in any estimate for payment. The Contractor shall not be entitled to have any payment estimates processed, or be entitled to have any payment made for work performed, so long as any lawful or proper direction concerning the work or any portion thereof given by Owner or the Director of Public Works shall remain uncomplied. In addition to the amount which Owner may retain, as provided herein above, the Owner may withhold a sufficient amount or amounts of any payment or payments otherwise due to the Contractor as in its judgment may be necessary to cover:

1. Payments which may be past due and payable for just claims against the Contractor or any subcontractor for labor or materials furnished in or about the performance of the Work on the Project under this Contract;

2. For defective work not remedied;

3. For failure of the Contractor to make proper payments to any of the Contractor's

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subcontractors;

4. A reasonable doubt that the Contractor will complete the Work within the agreed time limits;

5. Costs to the Owner resulting from failure of Contractor to complete the Work within the proper time;

6. Damage to other work on property;

7. Potential liquidated damages.

Whenever the Owner shall, in accordance herewith, withhold any monies otherwise due the Contractor, written notice of the amount withheld and the reasons therefor shall be given the Contractor, and when the Contractor shall remove the grounds for such withholding, the Owner will promptly pay the Contractor the amount so withheld.

C. Progress Payment Requests. Pursuant to Public Contracts Code §20104.50, the Owner will promptly process all requests for progress payments pursuant to this Contract. As to any undisputed payments that are made more than 30 days after receipt of an undisputed and properly submitted payment request from the Contractor, the Owner will pay interest equivalent to the legal rate set forth in Code of Civil Procedure §685.10. This section shall not apply to progress payments received between July 1 and August 1 which may take up to an additional 6 weeks to process payments.

D. Acceptance of the Work and Final Payment

1. The final payment for the Work done under this Contract shall be made 60 calendar days after acceptance of the Work by Owner.

2. Owner shall deduct from the final payment for the Work done under this Contract any unpaid fees for business licenses required in conformance with Section 1-1.05 of these Specifications.

3. Upon receipt of written notice from the Contractor that the Work is ready for final inspection and acceptance, the Director of Public Works shall promptly make such inspection, and when the Director of Public Works finds the Work acceptable under this Contract and this Contract fully performed, the Director of Public Works shall promptly issue a final certificate to Governing Body or Owner, stating that the Work provided for in this Contract has been completed and is accepted by the Director of Public Works under the terms and conditions thereof.

4. Acceptance of the Work will be made by the Governing Body of Owner only upon filing with said Governing Body of a certificate by the Director of Public Works showing the Work has been given a final inspection and approval by Director of Public Works and that Contractor has submitted satisfactory evidence to the Director of Public Works that all payrolls, material bills and other indebtedness connected with said work have been paid. The acceptance will be made only by action of the Governing Body of Owner to regular session.

5. If, after the Work has been substantially completed, full completion thereof is materially delayed through no fault of Contractor, and Director of Public Works so certifies, Owner shall, upon certificate of the Director of Public Works, and without terminating this Contract, make payment of the balance due for that portion of the Work completed and accepted. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims.

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6. The acceptance by Contractor of said final payment shall constitute a waiver of all claims against the Owner arising under this Contract.

Submission of Requests for Payment / Invoices. The Contractor shall submit all original requests for payments or invoices directly to the Owner as follows: City of Pacifica Department of Public Works, Attn: Raymund Donguines, Senior Civil Engineer, 170 Santa Maria Avenue, California 94404.

Void Contract Provisions. Payment of undisputed contract amounts by the Owner are contingent upon the Contractor furnishing the Owner with a release of all claims against the Owner arising by virtue of the public works contract related to those amounts. Disputed contract claims in stated amounts may be specifically excluded by the Contractor from the operation of the release.

Damages. Any provision in the Contract which limits the Owner's liability to an extension of time for delay for which the Owner is responsible and which delay is unreasonable under contemplation of the circumstances involved, and not within the parties' control, shall not be construed to preclude the recovery of damages by the Contractor or subcontractor. This section shall not be construed to void any provision in this Contract which requires notice of delays, provides for arbitration or other procedure for settlement, or provides for liquidated damages.

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CITY OF PACIFICA
Part III
Special Provisions

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City of Pacifica
Department of Public Works

SPECIAL PROVISIONS

PIER HANDRAIL REPAIR PROJECT
SECTION 1. SPECIFICATIONS AND PLANS
General
Wherever in these Specifications the term "Standard Specifications" is used, it shall mean Greenbook:

Standard Specification for Public Works Construction, dated 2021, except as specifically noted in the Technical Specifications. In case of conflict between the State of California Standard Specifications and these Specifications, these Specifications shall take precedence over and be used in lieu of such conflicting portions. Any item not covered in these Specifications shall be performed in accordance with the appropriate section of the Standard Specifications.

Special Provisions Section 1 – Section 9
Special Provisions Sections 1-Section 9 shall apply to all elements of the project. Full compensation for furnishing all labor, materials, tools, equipment and all incidentals for doing all the work involved in compliance with the Plans, Specifications, and Special Provisions Sections 1 – Section 9 shall be deemed included in the price paid for the various other contract bid items and no additional compensation shall be allowed therefore.

SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS
Proposal Guaranty
The Bidder's Bond shall conform to the bond form included in the Proposal for the project and shall be properly filled out and submitted with the Proposal.

Non Mandatory Pre-Bid Site Meeting
The City will hold a non-mandatory pre-bid site meeting on July 28th at 10:00AM at 2100 Beach Boulevard.

Pre-Bid Site Inspection
As noted in the City of Pacifica Standard Plans and Specifications, prospective bidders shall carefully examine the job-site. The submission of the bid shall be conclusive evidence that the bidder has investigated and is satisfied as to the conditions to be encountered, as to character, quality, and scope of work to be performed, the quantity of materials to be furnished, and as to the requirements of the proposals, plans, specifications, and the contract. All questions relative to this project must be submitted in writing and received a minimum of nine (9) working days prior to the bid opening date and shall be directed to:

City of Pacifica, Public Works Department
170 Santa Maria Avenue, Pacifica, CA 94404
Attention: Ryan Marquez, Associate Civil Engineer

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Telephone: (650) 738-3769
Fax: (650) 738-3003
E-mail: [email protected]
SECTION 3. AWARD AND EXECUTION OF CONTRACT
Determination of Low Bid
All bids will be compared on the basis of the Bid Form of quantities of work to be done. The determination of the low bid will be based on the total base bid. The contract will be awarded to the lowest responsible bidder meeting the contract requirements.

All bids will be compared on the basis of the Bid Form of quantities of work to be done. The determination of the low bid will be based on the total Base Bid, in which case the Alternative Bid will be struck from the Contract. The Contract will be awarded to the lowest responsible bidder meeting the Contract requirements.

The City reserves the right to award the Contract based on the total Alternative Bid.

The bidder’s attention is directed to the provisions in Section 3, “Award and Execution of Contract,” of the City Standard Specifications and these Special Provisions for the requirements and conditions concerning award and execution of contract.

Bid Protests are to be delivered to the following:

City of Pacifica, Public Works Department
170 Santa Maria Avenue, Pacifica, CA 94404
Attention: Lisa Petersen, Director of Public Works
Telephone: (650) 738-3767
Fax: (650) 738-3003
The award of the contract, if it be awarded, will be to the lowest responsible bidder whose bid complies with all the requirements prescribed.

The contract shall be executed by the successful bidder and shall be returned together with the contract bonds, to the City so that it is received within ten (10) days, not including Saturdays, Sundays and legal holidays, after the bidder has received the Notice of Award. Failure to do so shall be just cause for forfeiture of the proposal guaranty. The executed contract documents shall be delivered to the following address: City of Pacifica, Department of Public Works, 170 Santa Maria Avenue, Pacifica, CA 94404.

Pre-Construction Conference
A pre-construction conference will be held shortly after the contract award in accordance with “Meetings” subparagraph found in Section 8-1.07, “Pre-Construction Conference,” of the City Standard Specifications and Section 10-1, “General Construction Requirements,” of these Special Provisions The Contractor shall prepare in advance the proposed progress schedule in accordance with Section 8-1.01, “Progress Schedule” of the City Standard Specifications and Section 10-1 of these Special Provisions, and a traffic control plan in accordance with Section 10-2, “Traffic Control Requirements” of these Special Provisions.

SECTION 4. BEGINNING OF WORK, TIME OF COMPLETION, AND

LIQUIDATED DAMAGES

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General
Attention is directed to the provisions in Section 8-1.03 “Beginning of Work”, Section 8-1.06 “Time of Completion”, and Section 8-1.07, “Liquidated Damages,” of the Standard Specifications, and these Special Provisions.

Working Hours
The City is flexible on working hours and days for this project, however for the purposes of the bid, general work hours should be assumed to be from 8am-5pm, Monday thru Friday. Pier shall remain open except working areas on weekends. Alternative work schedules can be negotiated after award to ensure project completion or value engineering proposals.

Pier Closure
It shall be assumed the contractor may close the entirety of the Pier for the project length during the work week. However, portions of the pier shall be opened on the weekends where feasible.

Time of Completion
The Contractor shall begin work as stipulated in the Notice to Proceed.

The Notice to Proceed (NTP) will be provided in 2 phases:

1. NTP 1 – Precast panel procurement and delivery (Phase 1)

2. NTP 2 – Onsite work for the remainder of the Project (Phase 2) Phase 1 will consist of development and provision of submittals for the precast elements, inspections at the precasting yard, manufacture of the precast elements and delivery of the precast elements to the City-provided laydown area. Payment for precast elements will be made after delivery to the City-provided laydown area and inspection by the City. The only item eligible for payment prior to the Phase 2 Notice to Proceed is Bid Item 9 - Precast Guardrail - Procure and Deliver to Staging Area.

Phase 2 will consist of all other requirements of the Project.

The Contractor shall diligently prosecute the work to completion before the expiration of one hundred and twenty (120) working days after the date of the first working day. The time of completion shall include all allowances for mobilization and total completion of all work including final punch list work and final clean up.

Liquidated Damages
Time is of the essence for completion of this project. The Contractor shall pay to the City of Pacifica the sum of Three Thousand Five Hundred Dollars ($3,500.00) per day for each and every calendar day's delay in the finishing of the work in excess of working days prescribed above. Liquidated damages shall also be assessed for non-compliance with the requirements stated in "Hours of Work" under Section 10-1, “General Construction Requirements,” of these Special Provisions, and Section 10-2, "Traffic Control Requirements.”
SECTION 5. GENERAL REQUIREMENTS
Licenses
The Contractor shall possess a valid Class “A” General Engineering License at the time the Contract is awarded. Failure to possess the specified license shall render the bid as non-responsive and shall act as a bar to award the Contract to any bidder not possessing said license at the time of bid and forfeiture of the bid will result. All contractors and subcontractors shall have and maintain a current and valid contractor license of the required classification from the State of California throughout the course of this project. In

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addition, all contractors and subcontractors working in the City of Pacifica must have a valid City of Pacifica Business License.

Worker’s Compensation
Attention is directed to Section 7-1.01A(6) “Workers’ Compensation,” of the Standard Specifications and the following:

Before commencing work in the City of Pacifica the Contractor must provide the City with a copy of one of the following:

1. Certificate of Worker’s Compensation Insurance; or

2. Certificate of consent to self-insure issued by the Director of Industrial Relations; or

3. Certificate of exemption from the Workers’ Compensation Laws.

Insurance Requirements
Attention is directed to Section 7-1.09, “Insurance Requirements,” of the City Standard Specifications and Agreement. The Contractor agrees that they will assume sole and complete responsibility for job site conditions during the course of the work, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours.

In addition to any other indemnity obligation incorporated herein, the Contractor shall indemnify, defend and hold harmless City, its agents, officers, attorneys. Employees, officials and volunteers, to the fullest extent permitted by law from any and all claims, causes of action, injuries, losses, liabilities, cost (including reasonable defense costs and attorneys’ fees) or damages arising out of or related to, or alleged to arise out of or relate to the performance of this contract or any acts or omissions of Contractor, its agents, officers, employees, or anyone rendering services on their behalf, except for any claims, causes of action, injuries, losses, liabilities or damages proximately caused by the active negligence, sole negligence or willful misconduct of City.

Notwithstanding any other indemnity provisions imposed under this contract, with respect to any design professional services provided by the Contractor, the Contractor agrees to indemnify, defend and hold harmless the City, its officers, agents and employees from any and all claims, actions, causes of action, losses, damages, costs and liabilities of every nature, including all costs of defending any claim, caused by, pertaining or relating to, or arising out of, or alleged to have been caused by or arise out of , pertain to, or relate to the negligence, recklessness, or willful misconduct of the Contractor, except for any claims, actions, causes of action, losses, damages or liabilities proximately caused by the sole negligence or willful misconduct of City. The City shall not be liable for acts of the Contractor in performing services described herein.

The foregoing indemnity provisions are intended to fully allocate all risk of liability to third-parties. No other rights of indemnity or contribution shall exist between the parties in law or in equity. The provisions set forth in this section shall survive the termination of this Agreement.

Public Safety
The following paragraphs are hereby added to Section 7-1.09 "Public Safety," of the Standard Specifications.

The Contractor shall maintain a safe workplace throughout the job including, but not limited to, maintenance of barricades, maintenance of safe pedestrian walkways and handicap access throughout or around the project site, and maintenance of pavement within the limits of the roadway and driveways with a suitable traffic-bearing surface. The Contractor shall fulfill the requirements of this Section 24 hours

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per day, seven days a week, including holidays, from the time of the Notice to Proceed is issued until the project is formally accepted.

Labor Nondiscrimination
Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, or sex of such persons, except as provided in Section 12940 of the Government Code, and every Contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter."
Attention is directed to the following "Nondiscrimination Clause" that is required by Chapter 5 of Division 4 of Title 2, California Code of Regulations.

NONDISCRIMINATION CLAUSE

1. During the performance of this contract, the Contractor and its subcontractors shall not unlawfully discriminate against any employee or applicant for employment because of race, religion, color, national origin, ancestry, physical handicap, medical condition, marital status, age (over 40) or sex. The Contractors and subcontractors shall ensure that the evaluation and treatment of their employees and applicants for employment are free of such discrimination.

The contractors and subcontractors shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code, Section 12990 et seq.) and the applicable regulations promulgated thereunder (California Code of Regulations, Title 2, Section 7285.0 et seq.). The applicable regulations of the Fair Employment and Housing Commission implementing Government Code, Section 12990, set forth in Chapter 5 of Division 4 of Title 2 of the California Code of Regulations are incorporated into this contract by reference and made a part hereof as if set forth in full. The Contractor and its subcontractors shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other agreement.

2. This Contractor shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under the contract.

STANDARD CALIFORNIA NONDISCRIMINATION CONSTRUCTION
CONTRACT SPECIFICATIONS (GOV. CODE, SECTION 12990)
These specifications are applicable to all state Contractors and subcontractors having a construction contract or subcontract of $5,000 or more.

1. As used in the specifications:
a. Administrator” means Administrator, Office of Compliance Programs, California Department of Fair Employment and Housing or any person to whom the Administrator delegates authority;
b. “Minority" includes:
(i) Black (all persons having primary origins in any of the black racial groups of Africa, but not of Hispanic origin);
(ii) Hispanic (all persons of primary culture or origin in Mexico, Puerto Rico, Cuba, Central or South America or other Spanish derived culture or origin regardless of race);

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(iii) Asian/Pacific Islander (all persons having primary origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent or the Pacific Islands); and
(iv) American Indian/Alaskan Native (all persons having primary origins in any of the original peoples of North America and who maintain culture identification through tribal affiliation or community recognition).

2. Whenever the Contractor or any subcontractor subcontracts a portion of the work, it shall physically include in each subcontract of $5,000 or more the nondiscrimination clause in this contract directly or through incorporation by reference. Any subcontract for work involving a construction trade shall also include the Standard California Construction Contract Specifications, either directly or through incorporation by reference.

3. The Contractor shall implement the specific nondiscrimination standards provided in paragraph 6(a) through (e) of these specifications.

4. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities or women, shall excuse the Contractor's obligations under these specifications, Government Code, Section 12990, or the regulations promulgated pursuant thereto.

5. In order for the non-working training hours of apprentices and trainees to be counted, such apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor or the California Department of Industrial Relations.

6. The Contractor shall take specific actions to implement its nondiscrimination program.

The evaluation of the Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its actions. The Contractor must be able to demonstrate fully its efforts under Steps (a) through (e) below:
a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and at all facilities at which the Contractor's employees are assigned to work. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligations to maintain such a working environment. b) Disseminate the Contractor's equal employment opportunity policy by providing notice of the policy to unions and training, recruitment and outreach programs and requesting their cooperation in assisting the Contractor to meet its obligations; and by posting the company policy on bulletin boards accessible to all employees at each location where construction work is performed. c) Ensure all personnel making management and employment decisions regarding hiring, assignment, layoff, termination, conditions of work, training, rates of pay or other employment decisions, including all supervisory personnel, superintendents, general foremen, on-site foremen, etc., are aware of the Contractor's equal employment opportunity policy and obligations, and discharge their responsibilities accordingly.
d) Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the equal employment opportunity policy and the Contractor's obligations under these specifications are being carried out.

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7. The Contractors are encouraged to participate in voluntary associations, which assist in fulfilling their equal employment opportunity obligations. The efforts of a contractor association, joint contractor-union, contractor-community, or other similar groups of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations under these specifications provided that the Contractor actively participates in the group, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's.

8. The Contractor is required to provide equal employment opportunity for all minority groups, both male and female, and all women, both minority and non-minority.

9. The Contractor shall not use the nondiscrimination standards to discriminate against any person because of race, color, religion, sex, national origin, ancestry, physical handicap, medical condition, marital status or age over 40.

10. The Contractor shall not enter into any subcontract with any person or firm decertified from state contracts pursuant to Government Code Section 12990.

11. The Contractor shall carry out such sanctions and penalties for violation of these specifications and the nondiscrimination clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Government Code Section 12990 and its implementing regulations by the awarding agency. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of these specifications and Government Code Section 12990.

12. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company equal employment opportunity policy is being carried out, to submit reports relating to the provisions hereof as may be required by OCP and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status, (e.g., mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed.

Records shall be maintained in any easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, Contractors shall not be required to maintain separate records.

NOTE: Authority cited: Sections 12935(a) and 12990(d), Government Code. References: Section 12990, Government Code.

Prevailing Wage
Attention is directed to Section 7-1.01A(2) of the Standard Specifications entitled “Prevailing Wage,” and as determined/published by the Department of Industrial Relations for the State of California – as indicated in the following website: http://www.dir.ca.gov/dlsr/pwd/index.htm.

If the published wage rate does not refer to a predetermined wage rate to be paid after the expiration date, said published rate of wage shall be in effect for the life of this contract. If the published wage rate refers to a predetermined wage rate to become effective upon expiration of the published wage rate and the predetermined wage rate is on file with the Department of Industrial Relations, such predetermined wage rate shall become effective on the date following the expiration date and shall apply to this contract in the same manner as if it had been published in said publication. If the predetermined wage rate refers to one or more additional expiration dates with additional predetermined wage rates, which expiration dates occur during the life of the contract, each successive predetermined wage rate shall apply to this contract on the date following the expiration date of the previous wage rate. If the last of such predetermined wage rate expires during the life of this contract, such wage rate shall apply to the balance of the contract.

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Payroll Records
The Contractor shall comply with Section 7-1.02K(3), “Certified Payroll Records” of the 2018 Standard Specifications. It shall be amended to include:

Certified payroll records shall be submitted weekly for the life of the project to a representative of the body awarding the contract.

SECTION 6. CONTROL OF WORK
Record Drawings
The Contractor shall mark all project conditions, locations, configurations, and any other changes or deviations, which may vary from the plans represented on the Original Contract Documents including buried or concealed construction and utility features which are revealed during the course of construction.

The Contractor shall keep and maintain the said records and submit a monthly updated set of Record Drawings to the Engineer. Progress payments may be withheld until the Contractor submits the monthly updated Record Drawing to the Engineer. No final payment will be made until the record drawings are delivered.

Materials Testing
Materials testing shall be done in accordance with the project plans and specifications. Attention is also directed to the State of California, Department of Transportation, Standard Specifications dated 2018, portions of which are incorporated into the City Standard Specifications by reference.

The Contractor shall allow sufficient time for test to be conducted and results reviewed prior to continuing with the work, which may be affected by any test results.

Payment for compliance with Section 6, “Control of Work,” shall be deemed included in the various other items of work and no additional compensation shall be allowed therefore.

SECTION 7. CLAIMS
General
The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have given the Engineer due written notice of potential claim specified in the Standard Specifications and these Special Provisions.

The written notice of potential claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and insofar as possible, the amount of the potential claim. The notice as above required must have been given to the Engineer prior to the time that the Contractor shall have performed the work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Engineer, or in all other cases within 10 days after the happening of the event, thing, occurrence, or other cause, giving rise to the potential claim. City may request additional information from Contractor regarding the Contractor’s claim which shall be provided to the City within 10 days of the request. If the Contractor fails to provide notice as stipulated in this section, the Claim will be considered invalid, and no compensation will be allowed therefore.

It is the intention of this Section that differences between parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor herby agrees that

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they shall have no right to additional compensation for any claim that may be based on any such act, failure to act, event, thing or occurrence for which no written notice of potential claim as herein required was filed.

In addition to the written notice of potential claim, the Contractor shall submit written statement of all claims arising under or by virtue of the contract so that the Engineer receives the written approval or statement of claims no later than close of business of the thirtieth (30th) day after receiving the proposed final estimate. If the thirtieth (30th) day falls on a Saturday, Sunday, or legal holiday, then receipt of the written approval or statement of claims by the Engineer shall not be later than close of business of the next business day. No claim will be considered that was not included in the written statement or claims, nor will any claim be allowed as to which a notice or protest is required under these provisions in Section 4-1.03, “Changes” and “Time of Completion,” Section 4, “Liquidated Damages,” Section 5-1.116, “Differing Site Conditions,” Section 8-1.10, “Utilities and Non-Highway Facilities,” and Section 9-1.04, “Notice of Potential Claim,” of the Standard Specifications unless the Contractor has complied with the notice or protest requirements in those sections.

Claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. If additional information or details are required by the Engineer to determine the basis and amount of the claims, the Contractor shall furnish additional information or details so that the additional information or details are received by the Engineer no later than the fifteenth (15th) day after receipt of the written request from the Engineer. If the fifteenth (15th) calendar day falls on a Saturday, Sunday or legal holiday, then receipt of the information or details by the Engineer shall not be later than close of business of the next business day. Failure to submit the information and details to the Engineer within the time specified will be sufficient cause for denying the claim.

The Contractor shall keep full and complete records of the costs and additional time incurred for any work for which a claim for additional compensation is made. The Engineer or any designated claim investigator or auditor shall have access to those records and any other records as may be required by the Engineer to determine the facts or contentions involved in the claims. Failure to permit access to those records shall be sufficient cause for denying the claims.

Claims submitted by the Contractor shall be accompanied by a notarized certificate containing the following language:

Under the penalty of law for perjury or falsification and with specific reference to the California False Claims Act, Government Code Section 12650 et. seq., the undersigned, _________________________________________________________ (Name)
_________________________________________________________ (Title)
_________________________________________________________ (Company)
hereby certifies that the claim for the additional compensation and time, if any, made herein for the work on this contract is a true statement of the actual costs incurred and time sought, and is fully documented and supported under the contract between parties.

Dated __________________________________________________

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/s/______________________________________________________ State of California )
) ss.

County of ______________________)
Subscribed and sworn to (or affirmed) before me this _______________ day of _______________________, 20 .
_______________________________________
Signature of Notary Public (Notary Seal)
Failure to submit the notarized certificate will be sufficient cause for denying the claim.

Any claim for overhead type expenses or costs, in addition to being certified as stated above, shall be supported by an audit report of an independent Certified Public Accountant. Any claim for overhead shall also be subject to audit by the City at its discretion.

Any costs or expenses incurred by the City in reviewing or auditing any claims that are not supported by the Contractor’s cost accounting or other records shall be deemed to be damages incurred by the City within the meaning of the California False Claims Act.

The Engineer will make the final determination of any claim which remains in dispute after completion of the claim review. The Contractor may be allowed to make a presentation in support of those claims.

Upon final determination of the claims, the Engineer will then make and issue the Engineer’s final estimate in writing and within 30 days thereafter the City will pay the entire sum, if any, found due thereon. That final estimate shall be conclusive and binding against both parties to the contract on all questions relating to the amount of work done and the compensation payable therefore, except as otherwise provided in Sections 9-1.03C, “Records,” and 9-1.09, “Clerical Errors” of the Standard Specifications.

SECTION 8. MATERIALS
City Furnished Materials
No materials will be furnished by the City for Contractor’s use on this project.

Submittals
The Contractor shall submit to the Engineer the following at least three (3) working days before the preconstruction conference:

1. Construction Schedule

2. Staging Plan

3. Submittals called out via technical specifications
All submittals listed above must be received and processed by the Engineer prior to the issuance of the Notice to Proceed. Any exceptions or rejected submittals will be remedied and resubmitted for the Engineer’s review prior to the issuance of the Notice to Proceed. Payment for compliance with Section 8,

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“Materials,” shall be deemed included in the various other items of work and no additional compensation shall be allowed therefore.

Materials Submittal List
The materials proposed by the Contractor to be used on this contract shall be submitted for approval to the Engineer three (3) working days before the pre-construction conference.

The Contractor shall submit one (1) set of digital submittals to the Engineer for approval in an organized and clearly labeled fashion. Files are encouraged to be .PDFs where possible or other common software applications.

Submittals and support information shall be separated and clearly labeled when submitted to the Engineer for approval. The submittal list supplied is intended to be comprehensive, but no claim for its completeness is implied and submittal of the complete list will not relieve the Contractor of supplying all the information needed or of complying with any of the other requirements of the plans or specifications.

Revised lists may be issued and items may be added to the list supplied.

Manufacturer's specifications shall be supplied along with submittal list for all applicable products on the list.

Certificates of Compliance shall be submitted in accordance with Section 6-1.07, “Certificates of Compliance,” of the Standard Specifications including the individual material specification of these Special Provisions.

Submittals shall contain:

1. The date of submission and the dates of any previous submissions, including identification of revision or re-submittals.

2. The Project title and number.

3. Contractor identification, names of subcontractors, suppliers and manufacturers.

4. Specification Section number(s) and Bid Item(s) which pertain.

5. Applicable standards, such as ASTM, Federal, or State Specification numbers. Certified test results indicating performance of materials/products with regard to Specification requirements.

6. A 5”x 3” blank space for Engineer’s stamp.

7. The Contractor is required to initial or sign the submittal, certifying the review of submittals and verification of products, field construction criteria, and coordination of the information within the submittal and the project plans and specifications.

The General Contractor shall be required to review and approve all submittals and provide them signed as evidence thereof, prior to submitting to the Engineer for review. Submittals that are not signed by the General Contractor will be rejected. Submittals shall be numbered consecutively.

The preparation of plans, drawings, and necessary documents, as required by the following submittal lists, shall be considered as part of the requirements of other items of work and no additional compensation shall be allowed therefore.

The Engineer reserves the right to reject any item that does not fulfill the requirements of these plans, the Standard Specifications, and the Special Provisions.

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The Engineer reserves the right to require additional submittals from the Contractor that are not specifically identified in the Materials Submittal List Table below. If so requested, the Contractor shall provide the Engineer with four (4) copies of any additional submittal.

Payment for compliance with Section 8, “Materials,” shall be deemed included in the various other items of work and no additional compensation shall be allowed therefore.

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– Page 13

CITY OF PACIFICA
Submittal List
See Section IV – Technical Specifications for required submittals.

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SECTION 9. DESCRIPTION OF WORK
Description of Work
This project in general includes removal and replacement of guardrails including incidental work and spall/crack repair guardrails panels including incidental work.

Locations of Work
The work that is to be performed is at the following locations within the City of Pacifica:

See Project Plans.

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CITY OF PACIFICA
Pier Handrail Repair Project
Part IV
Technical Specifications

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SECTION 1 GENERAL CONSTRUCTION REQUIREMENTS
Project Plans
Project plans are provided as a separate document.

Order of Work
Order of Work shall conform to the provisions in Section 2, “Scope of The Work,” of the 2021 Standard Specifications and these Special Provisions.

At least five (5) working days before any work is started, the Contractor shall furnish to the Engineer a written schedule for the work, listing the dates on which individual areas are to be subject to project related work and the extent of impact caused by the work. Additionally, the Contractor shall submit any request for approval for special traffic consideration including but not limited to lane closures, etc. The Contractor shall thenceforth adhere diligently to said written schedule in the prosecution of the work.

Cooperation
Attention is directed to Section 400 “Protection and Restoration,” of the 2021 Standard Specifications.

It is the Contractor’s responsibility to work with utility companies to coordinate the removal, relocation, raising to grade, installation of the new facilities, or any other utility work as shown on the plans or indicated in the specifications with the appropriate utility company. The Contractor shall provide advance notification and shall allow sufficient time and work space for the utility company to complete the work necessary.

If in the opinion of the Engineer, the Contractor’s operations are delayed by reason of utility facilities not being removed or relocated, the Contractor will be entitled to an extension of time only. The Contractor shall be entitled to no other compensation for such delay.

Progress Schedule
The Contractor shall submit a project progress schedule for approval by the Engineer within eight (8) days, not including Saturdays, Sundays, and legal holidays from the date of the Notice of the Award of Contract or 3 days before the pre-construction conference, whichever comes first. Failure to submit an acceptable progress schedule shall result in rejection of the Contractor’s proposal. The progress schedule shall be in the form specified below unless otherwise specified in the Special Provision or approved by the Engineer.

Updated progress schedules shall be provided by the Engineer monthly with the estimates of work required in Section 7-3.2 “Partial and Final Payment,” the 2021 Standard Specifications. No partial payments will be made for any work until an updated schedule has been submitted and approved by the Engineer. Updated schedules shall incorporate all current schedule information, including actual progress, approved time adjustments, and proposed changes in sequence and logic.

The Contractor must furnish a computerized schedule prepared by the critical path method (CPM) which shows the order in which the Contractor proposes to carry out the work; the sequence and interdependence of construction activities; all salient features of the work (including procurement of materials and equipment); the dates on which the Contractor will start the salient features of the work; and the scheduled dates for completing the said salient features. The construction schedule shall include:
a. Time for submittals and reviews;
b. Time for fabrication and delivery of manufactured products for the work; and c. The interdependence of procurement and construction activities.

The construction schedule shall:

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a. Be a timescaled network diagram referenced to specific calendar dates; b. Include time for the Engineer to review submittals or inspect the work; and c. Identify the activities which constitute the controlling operations or critical path.

The construction schedule shall not contain multiple critical paths.

Scheduling of change order work is the responsibility of the Contractor. The Contractor shall revise the schedule to incorporate all activities involved in completing the change order work, and submit a new schedule to the Engineer for review.

Delays or changes to non-critical activities will not be considered for a contract time extension. Non-critical activities are those activities which when delayed, do not affect the contract completion time.

The project schedules submitted shall be consistent in all respects with the time and order of work requirements of the contract. The Engineer, at his or her sole discretion, retains the right to reject any and all construction schedules submitted by the Contractor, including when the Engineer determines that the Contractor has too many items on the Critical Path, or the logic of the schedule is in error, or if the Engineer determines salient items of work are missing from the schedule.

Subject to the above provisions, nothing herein shall preclude the Contractor from early completion of the contract.

The Contractor shall submit updated progress schedules to the Engineer as a condition of approval for the monthly progress payments and final acceptance.

Record Drawings
The Contractor shall keep and maintain on the job site, one record set of drawings. On these, the Contractor shall mark all project conditions, locations, configurations, and any other changes or deviations which may vary from the details represented on the original contract documents, including buried or concealed construction and utility features which are revealed during the course of construction. Final payment will not be approved until the Contractor prepared record drawings have been delivered to the Engineer.

General Measurement and Payment Requirements
The Contractor shall submit in all field quantities completed to date for payment with each monthly pay estimate. The Contractor shall provide, in writing, who from their team will be responsible for field measuring quantities with the City’s representative. Upon completion of a contract bid item, the Contractor’s representative shall field measure the final quantities with the City’s representative. This agreed upon amount will be considered final and no re-measuring of these field quantities will be allowed without the approval of the Engineer. All supporting documentation required for payment of an item, shall be submitted by the Contractor within two pay periods following the work. Documentation submitted more than two pay periods after the work was completed will not be paid and the cost of this work shall be borne by the Contractor.

Hours of Work
Unless otherwise approved in writing by the Engineer or specified in these Special Provisions, the hours of work for this project are Monday through Friday, 8:00 am to 5:00 pm. Weekend work or alternative work schedules will be considered but at the discretion of the City Engineer.

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Pier Closure
It shall be assumed the contractor may close the entirety of the Pier for the project length during the work week. However, portions of the pier shall be opened on the weekends where feasible. 24-Hour Contact Number
The Contractor shall assign a project superintendent who has the complete authority to make decisions on behalf of the Contractor. The project superintendent shall be on the job at all times during construction and shall be available and on call 24 hours a day for the duration of the project. The Contractor shall provide to the Engineer and to the City of Pacifica Police Department a 24-hour contact number for the project superintendent. This number shall not direct calls to a recorder or other message taking service.

Advance Public Notification
Two weeks prior to beginning any work in an area, the Contractor shall deliver a written notice to all adjoining residents and businesses, tenants and other applicable parties listed below and all other properties where their only ingress/egress is through the project’s work area. Individual or separate notices shall be given for general construction activity in an area as well as specific activities (i.e. base repair, pavement striping), which will, in any way, inconvenience the resident/property owner/tenant or affect their operations or access to their properties. Individual or separate notices shall be given for general construction activity in an area as well as specific activities, which will, in any way, inconvenience the resident/property owner/tenant or affect their operations or access to their properties. Such notices shall include the expected date for start of construction, a general description of the construction activity to take place, expected duration of the activity, and the name, address, and the contact number of the Contractor’s superintendent.

The Contractor shall provide accurate information regarding the construction schedule and activities to be incorporated into the two-week notification. The Contractor shall make every effort to coordinate work with individual residents and businesses whose access will be disrupted in order to minimize the disruption and impacts on the resident or business.

Copies of all notices shall be provided to the Engineer for approval five (5) working days prior to the desired distribution date.

Should the Contractor’s schedule change and/or differ in any capacity from the schedule initially mentioned in the notification to the resident/property owner/tenant or from the updates to the City website, the Contractor shall re-notify all applicable parties (residents/property owner/tenant and/or businesses mentioned below) five (5) working days prior to the beginning of any work on that street.

The Contractor shall contact and coordinate the work with the following parties throughout the project. The two week and two-day notification shall also be given to the following parties prior to beginning any work:

List of Contacts:

See Section 1-7 “Award and Execution of the Contract”
The Contractor shall also give written notice to residents, businesses, medical offices, etc. for any driveway closures or anticipated service disruptions. The notice shall be distributed two working days prior to the anticipated disruption. The Contractor shall coordinate all disruptions with the appropriate utility, property owner, resident, business and the City. Notice shall be given in advance and specify the duration of the disruption of any utility, and the temporary closure of access to any driveway. Such notice will comply with the requirements for closure of driveway access as specified under Special Provision Section 4 “Traffic Control and Construction Area Signs”.

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Lack of proper advance notification and coordination shall result in the work being shut down. All costs associated with the stoppage of work shall be borne by the Contractor.

Advance Public Notification shall not be separately paid for but shall be considered as included in the payments for other items of work. This shall include full compensation for furnishing all labor and materials, including tools, equipment and incidentals, and for performing all of the work involved as specified in the City Standard Specifications, the Standard Specifications, and these Special Provisions, and as directed by the Engineer.

Line and Grade
The Contractor shall layout the project by providing all stakes and marks needed to establish the lines and grades required for completion of the work specified on the Plans and in these Special Provisions to the satisfaction of the Engineer.

Meetings
Prior to commencement of any work on the project, a pre-construction conference will be scheduled by the City and held at the City’s Engineering office or online via teleconference for the purpose of review and discussion of the project schedule and construction procedures. The Contractor’s project manager and/or project superintendent and representatives from all listed subcontractors shall be required to attend the preconstruction conference. The Contractor shall prepare and submit at the pre-construction meeting the proposed project schedule, water pollution control plan, traffic control plan, public notification letter, and other submittals as specified under Section 8, “Materials,” of the Special Provisions.

The Contractor shall also schedule and conduct weekly field meetings at locations to be determined by the City. The meetings shall be held at the same time and place each week and shall include all subcontractors working on the project and discussions of scheduled work on the project during the week of the meeting.

The Contractor shall notify the Engineer of the time, date, and location of these meetings 72 hours in advance of the first meeting. Detailed schedules for the following two weeks shall be submitted to the Engineer at each weekly meeting.

Project Appearance and BMPs
The Contractor shall maintain a neat appearance to the work site. Debris developed during construction shall be disposed concurrently with its generation. Stockpiling of debris or construction materials shall not be allowed unless otherwise approved by the Engineer.

The City prohibits the use of any public property or public right-of-way locations as construction staging points, unless specifically approved by the Engineer.

Staging/Disposal Areas
The Contractor will be given access to use the City’s laydown yard behind 2212 Beach Boulevard for storage of materials and equipment. This site is located one block to the south the Pacifica Municipal Pier (project site). A staging plan shall be submitted to the Project Engineer delineating space that will be needed at least two weeks before use.

Debris may be stored in this location; however, it shall be hauled off and disposed by the contractor.

Dust Control
The following requirements shall be applicable to this contract in lieu of the requirements of Section 3-12.2 “Air Pollution Control,” of the 2021 Standard Specifications.

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A. The Contractor shall provide an acceptable plan for preventing the generation of dust due to the Contractor’s operations in the construction zones, along the haul routes, or equipment parking areas.

This plan may consist of water sprinkling sweepers or an equivalent service. No separate payment will be made for dust control and all costs in connection therewith shall be included in the payment items to which the work is incidental.

B. In the event the control of dust is not satisfactory to the Owner, the Owner shall take such measures as may be necessary to insure satisfactory dust control and deduct the cost of such measures from any payments due to the Contractor.

Water for Construction
The costs of water as required for the construction and post-construction on this project, including dust control, shall be considered as included in the costs of items bid for applicable item of work and no separate payment will be made therefor. The Contractor shall conform to the requirements of the water company from which water is purchased. In no case shall the Contractor violate the City’s water conservation ordinance.

Sanitation
The Contractor shall provide for sanitary facilities for the use of the workers on the job. Such facilities shall be placed and maintained by the Contractor so as not to be aesthetically displeasing, annoying to the neighbors, nor offensive to the senses nor the community standards of decency. The Engineer shall be the sole judge of the adequacy of the facility, the placement, and the maintenance thereof. Upon notification by the Engineer of deficiencies in any of these areas, the Contractor shall make immediate corrections.

Failure to take corrective action within 24 hours shall give the Engineer due cause to stop the work in the contract and to order the corrective work to be done on the sanitary facility and to charge all costs of such work against the monies due or to become due to the Contractor.

Water Pollution Control
Water pollution control work shall conform to the provisions in Section 3-12.6 “Water Pollution Control,” of the 2021 Standard Specifications and these Special Provisions.

The Contractor shall be responsible for ensuring that all work conforms to the San Mateo Countywide Water Pollution Prevention Program “Construction Best Management Practices” included as part of the plans, and the City Code.

The Contractor shall comply with the requirements of the State Water Resource Control Board (SWRCB) National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge Associated with Construction and Land Disturbance Activities.

The Contractor shall not violate any discharge prohibition contained in the California Regional Water Quality Control Board San Francisco Bay Basin Water Quality Control Plan (“Basin Plan”).

Electric Blowers
To the extent practical, the Contractor shall use electric leaf blowers that shall not exceed 65 decibels. The Contractor shall comply with the noise requirements as set forth in the City of Pacifica Municipal Code.

Measurement and Payment
Full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in compliance with the Plans, Specifications, Special Provisions and Technical Specification Section 1, “General Construction Requirements,” shall be deemed included in the price paid for other contract items and no additional compensation shall be allowed therefore.

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Packet Pg. 369 Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Pacfica Pier Handrail
Repairs
Technical Specifications Rev 01
August 2022
City of Pacifica, CA

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Technical Specifications
Section 01 41 00 Environmental Protection (Rev 01)
Section 02 41 19 Selective Structure Demolition
Section 03 11 00 Concrete Formwork
Section 03 20 00 Concrete Reinforcing
Section 03 30 00 Cast-in-Place Concrete
Section 03 35 00 Concrete Finishing
Section 03 41 00 Precast Structural Concrete
Section 03 60 00 Grouting
Section 03 64 23 Crack Repair by Epoxy Injection (Deleted, Not Used) Section 03 93 10 Galvanic Anodes (Rev 01)
Section 05 05 19 Post-Installed Concrete Anchors
Digital Signature:

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 01 41 00 Page 1 of 6
SECTION 01 41 00

ENVIRONMENTAL PROTECTION

1. GENERAL

1.1. SCOPE
This Specification covers prevention of environmental pollution or damage as the result of construction operations. Environmental pollution and damage are defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to man; or degrade the utility of the environment for aesthetic, cultural, and/or historical purposes. The control of environmental pollution and damage requires consideration of air, water, and land, and includes management of visual aesthetics, noise, solid waste, radiant energy, and radioactive materials, as well as other pollutants.

1.2. REFERENCES
Permits will be obtained by the Owner. The Contractor shall comply with all requirements under the terms and conditions set out in all permits applicable to the work as a contractual requirement of this Contract.

1.3. SUBMITTALS
Submit the following:

1.3.1. Environmental Protection Plan
The Contractor shall prepare and submit to the Owner an Environmental Protection Plan.

This plan shall include but not be limited to the following:
a. A list of federal, state, and local laws, regulations and permits concerning environmental protection, pollution control, and abatement that are applicable to the Contractor’s proposed operations and the requirements imposed by those laws, regulations and permits,
b. Methods for protection of features to be preserved within authorized work areas, as applicable. The Contractor shall prepare a listing of methods to protect resources needing protection, i.e., trees, landscape features, air and water quality, fish and wildlife, soil, historical, archaeological, and cultural resources. c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations. The Contractor shall set out the procedures to be followed to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the Environmental Protection Plan.

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Section 01 41 00 Page 2 of 6
d. Environmental Monitoring Plan for the job site, including land, water, air and noise monitoring.
e. Methods of protecting surface and groundwater during construction activities. f. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas.

1.3.2. Implementation
The Contractor shall submit, in writing, the above referenced Environmental Protection Plan attached to Bid Proposal for review and approval prior to commencing work onsite, including access to the staging area. No work affected by the permits shall commence until the Environmental Protection Plan is reviewed by the Owner. Owner’s review of the Contractor’s plan will not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures.

1.3.3. Quality Control Reports
The Contractor shall establish and maintain daily quality control for environmental protection of all items set forth herein. The Contractor shall record on daily quality control reports or attachments thereto any problems in complying with laws, regulations and ordinances, and corrective action taken. Quality control reports shall be provided to the Owner or Owner’s Representative no later than 9:00 a.m. on the workday following the workday reported. Quality control reports shall be signed and sealed by a Professional Engineer, licensed in the State of California, employed by a Certified Laboratory other than the Owner’s own Laboratory Consultant.

1.4. SUBCONTRACTORS
Assurance of compliance with this specification by subcontractors will be the responsibility of the Contractor.

1.5. NOTIFICATION
The Owner will notify the Contractor in writing of any observed noncompliance with the aforementioned federal, state, or local laws or regulations, permits, and other elements of the Contractor’s Environmental Protection Plan. The Contractor shall, after receipt of such notice, inform the Owner of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Owner may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions shall be granted or costs for damages allowed to the Contractor for any such suspension.

2. MATERIALS

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PACIFICA PIER HANDRAIL REPAIRS
Section 01 41 00 Page 3 of 6

2.1. GENERAL
The Contractor shall provide such material and equipment required to carry out the intent of this specification.

3. EXECUTION
The environmental resources within the project boundaries and those affected outside the limits of permanent work under this Contract shall be protected during the entire period of this Contract. The Contractor shall confine his activities to areas defined by the Drawings and Specifications.

3.1. PROTECTION OF LAND RESOURCES
Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved within the Contractor’s work area. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, top soil, and land forms without special written permission from the Owner. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, the Contractor shall provide effective protection for land arid vegetation resources at all times.

3.1.1. Disposal of Solid Waste
Solid waste (excluding clearing debris) shall be placed in containers which shall be emptied daily by the Contractor. All handling and disposal shall be conducted to prevent contamination.

3.1.2. Disposal of Chemical Waste
Chemical waste shall be stored in corrosion resistant containers, removed from the work area and disposed of in accordance with federal, state, and local regulations.

3.1.3. Disposal of Discarded Materials
Discarded materials other than those which can be included in the solid waste category will be handled as directed by the Owner or Owner’s Representative.

3.1.4. Anchor Placement
Deployment of swing anchors and mooring anchors shall be done in such a manner that no damage results to mangroves, trees, shoreline, or slope stability during the dredging operation. Any damage resulting from anchor placement will require restoration at the Contractor’s expense.

3.1.5. Restoration of Landscape Damage

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Section 01 41 00 Page 4 of 6
The Contractor shall restore all landscape features damaged or destroyed during construction operations outside the limits of the approved work areas. Such restoration shall be in accordance with the plan submitted to the Owner or Owner’s Representative for approval. This work will be accomplished at the Contractor’s expense.

3.1.6. Equipment Maintenance and Repair
No equipment repair will be allowed on the project site. An area for routine daily maintenance of equipment will be designated by the Owner or Owner’s Representative.

The Contractor will provide an impermeable surface on the area with positive drainage to a Contractor furnished/Contractor maintained pollution control chamber approved by the Owner or Owner’s Representative. The maintenance area will be restored and left in an environmentally pure condition before substantial completion of the work. Equipment shall be certified/calibrated for use.

3.2. PROTECTION OF WATER RESOURCES
The Contractor shall keep construction activities under surveillance, management, and control to avoid pollution of surface and ground waters. Special management techniques as set out below shall be implemented to control water pollution resulting from construction activities which are included in this Contract.

3.2.1. Turbidity
The Contractor shall conduct his work in a manner to minimize turbidity and shall conform to all applicable water quality standards and required by the Permits.

3.2.2. Monitoring
All monitoring of water areas affected by construction activities as required by waterquality standards and the Permits shall be the responsibility of the Contractor.

3.2.3. Execution of Work
a. The Contractor shall provide a catchment method or containment device to catch or prevent all loose concrete, oil, dirt, coatings, tools, etc., as a result of this work, from entering the water.
b. A floating surface boom shall be available onsite for deployment in the event of a spill, or other environmental issue, to be used to contain floating debris and would be equipped with absorbent pads to contain any oil sheens. c. Any construction materials that accidentally enter the water shall be retrieved immediately and sediment spilled on work surfaces would be contained and disposed of properly.

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Section 01 41 00 Page 5 of 6
d. No construction material, including asphalt, concrete, wood, chemicals or fuels are to be discharged directly or drained indirectly into the water from the construction, access or staging areas.
e. Construction equipment shall be maintained and fueled in areas where accidental spills cannot reach the open water sources or streams.
f. As part of the Environmental Protection Plan, the Contractor shall provide a catchment platform or system to capture any debris, soil, or oil that could be released from the work area. Discharge of sawdust, wood, and other particulates shall be minimized to the greatest extent practicable. Where applicable, the debris boom may be deployed and maintained to prevent any floating debris from escaping the work area. The debris boom area will be cleaned out with the excavator at a minimum of twice a day. Once deployed, the debris boom shall not be removed until a final inspection of the demolition by the Owner or Owner’s Representative has been complete. The spill containment and cleanup materials shall be maintained on-site through the duration of the Work. g. Where concrete or cementitious material is used for repairs or to fill the grout ports, the Contractor will be required to ensure that uncured material will not come into contact with open water sources or streams.
h. Environmental controls for the Project will include specific requirements for controlling and/ or mitigating a variety of potential environmental issues that may be encountered on this Project. Included among the environmental issues that may be encountered are oil spills, noise and underwater sound pressure, turbidity, and air emissions. Following are descriptions of proposed environmental controls and response plans that will be prepared for the Project.
i. An oil spill response shall be prepared by the Contractor that is specific to the marine vessels, equipment, and petroleum product sources and onshore equipment sources that will be used. The oil spill response plan will include the following:
• The specific marine equipment that will be used in the Project that could potentially release fuel or lubrication fluids into the bay will be identified. It is assumed that marine equipment may include a derrick barge, support boat, derrick barge tugboat, deck barge, crew boat, and other support vessels. Marine vessels will generally contain petroleum products within tankage that is integral to the hulls of the vessels. The release of petroleum products from a vessel’s tankage is unlikely unless the vessel sinks, or the hull of the vessel is compromised in the vicinity of the tankage. Marine equipment operating on the decks of barges, support vessels, or the wharf is another possible source of petroleum products that could be released into the bay. Equipment sources may include compressors, generators,

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 01 41 00 Page 6 of 6
pumps, or lifts. Most small equipment that may be used on the Project will have small, dedicated fuel tanks. All deck equipment will be required to be equipped with drip pans to contain leaks and spills. All fuels and lubricants stored onboard the work vessels will be required to have a double containment system.

3.3. PROTECTION OF AIR RESOURCES
The Contractor shall keep construction activities under surveillance, management, and control to minimize pollution of air resources due to smoke, dust, or other pollutants. All activities, equipment, processes, and work operated or performed by the Contractor in accomplishing the specified construction shall be in strict accordance with the applicable air pollution standards of the State of California and all federal emission and performance laws and standards.

3.4. PREVENTION OF SOUND INTRUSIONS
The Contractor shall keep construction activities under surveillance and control to minimize damage to the environment by noise.

3.5. TRAINING OF CONTRACTOR PERSONNEL IN POLLUTION CONTROL The Contractor shall train his personnel in all phases of environmental protection. The training shall include methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and installation and care of facilities to ensure adequate and continuous environmental pollution control. Quality control and supervisory personnel shall be thoroughly trained in the proper use of monitoring devices and abatement equipment and shall be thoroughly knowledgeable of federal, state, and local laws, regulations and permits as listed in the Environmental Protection Plan submitted by the Contractor.

3.6. CONSTRUCTION SITE CLEANUP
The Contractor shall clean up any area(s) used for construction. All work areas will be swept and cleared of all debris and construction materials before inspection by Owner or Owner’s Representative. After ensuring that all debris are cleared to prevent discharge into open water, the pier deck shall be pressure washed before final inspection by Owner or Owner’s Representative.

3.7. MAINTENANCE OF POLLUTION CONTROL FACILITIES
The Contractor shall maintain all constructed facilities and portable pollution control devices for the duration of the contract or for such length of time as construction activities create the particular pollutant.

END OF SECTION

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 02 41 19 Page 1 of 4
SECTION 02 41 19

SELECTIVE STRUCTURE DEMOLITION

1. GENERAL

1.1. SECTION INCLUDES

1.1.1. Inspection.

1.1.2. Demolition.

1.1.3. Salvaging.

1.1.4. Disposal of debris.

1.1.5. Restoration of existing structures and facilities.

1.2. RELATED SECTIONS
Temporary facilities, such as fences, barricades, and other temporary safety measures are required for construction. Provide such additional temporary facilities as required to protect public safety.

1.3. REFERENCES
American National Standards Institute (ANSI) A10.6 Safety Requirements for Demolition Operations

1.4. REGULATORY REQUIREMENTS
In addition to the foregoing referenced standards, the regulatory requirements which govern the work of this Section include the following governing codes:
 California Code of Regulations (CCR), Title 8, Chapter 4, Subchapter 4, Construction Safety Orders.
 California Code of Regulations (CCR), Title 24, Part 2, California Building Code, Chapter 33, “Site Work, Demolition and Construction.”

1.5. DESCRIPTION
The Work includes repair of existing Pier guardrail structures and restoration of facilities to remain in place following demolition and construction operations.

1.6. PERMITS:

The Contractor shall obtain all special permits and licenses and give all notices required for performance and completion of the selective demolition and removal work, hauling, and disposal of debris.

1.7. SUBMITTALS

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Section 02 41 19 Page 2 of 4

1.7.1. Selective Demolition Plan: Submit a comprehensive selective demolition plan, describing the proposed sequence, methods, and equipment for demolition, removal, and disposal of structure(s); include Contractor method for collecting and removing debris generated as the result of cutting/sawing the existing piling in the marsh; include salvage of existing materials for reuse. Do not proceed with demolition work until the Owner or Owner’s Representative has approved the selective demolition plan.

1.7.2. Permits: Submit copies of demolition, hauling, and debris disposal permits and notices for record purposes. Include description of proposed haul routes.

1.7.3. Utility Severance Certificates: Provide certificates, issued by the utility owners, of severance of utility services for record purposes.

1.8. SITE CONDITIONS

1.8.1. Protection of Persons and Property: Erect and maintain temporary bracing, shoring, lights, barricades, baffles, curtains, signs, and other measures as necessary to protect the public, fire department, workers, and adjoining property from damage from demolition work, all in accordance with applicable codes and regulations.

1.8.2. Protection of Utilities:
 Contractor shall make themselves aware of existing utilities at the Pier.  Protect active utilities and water and drainage lines indicated or, when not indicated, found or otherwise made known to the Contractor before or during demolition work. If utility is damaged, immediately notify the Owner or Owner’s Representative for corrective action.
 Arrange with and perform work required by utility companies and municipal departments for discontinuance or interruption of utility services affected by the demolition work.

1.8.3. Unknown Conditions:
 The Contract Drawings and related documents may not represent all existing conditions at the site and adjacent areas. The known conditions are as indicated and shall be compared with actual conditions before commencement of work.
 If existing active services encountered are not indicated or otherwise made known to the Contractor and interfere with the permanent facilities under construction, notify the Owner or Owner’s Representative in writing, requesting instructions on their disposition. Take immediate steps to ensure that the service provided is not interrupted, and do not proceed with the Work until written instructions are received from the Owner or Owner’s Representative.

2. PRODUCTS

2.1. MATERIALS, EQUIPMENT, AND FACILITIES

2.1.1. The Contractor shall furnish all materials, tools, equipment, devices, appurtenances, facilities, and services as required for performing the selective demolition and removal

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Section 02 41 19 Page 3 of 4
work.

2.1.2. Unless indicated otherwise, materials forming portions of the structure indicated to be removed shall become the Contractor’s property, and the Contractor shall be responsible for their removal from the site.

3. EXECUTION

3.1. INSPECTION

3.1.1. Prior to starting selective demolition operations, Contractor to perform a thorough inspection of the structure and premises, and report to Owner or Owner’s Representative any defects and structural weaknesses of existing construction and of improvements to remain.

3.1.2. Examine areas affected by the Work of this Section and verify the following conditions:
 Disconnection of any utilities as required.
 That utilities serving surrounding facilities will not be disturbed, except as otherwise indicated.

3.1.3. If unsatisfactory conditions exist, notify the Owner or Owner’s Representative, and do not begin demolition operations until such conditions have been corrected.

3.2. PREPARATION
The limits of the project site are shown on the Contract Drawings. The Contractor shall confine its operations within the site limits indicated.

3.3. DEMOLITION

3.3.1. Operational Procedures and Methods:
 Perform demolition and removal work in accordance with the approved Selective Demolition Plan. Perform demolition work in accordance with ANSI A10.6 and the California Code of Regulations, Title 8 and Title 24, as applicable.  Operational procedures shall be optional with the Contractor insofar as procedures do not infringe on the approved work schedule or salvage requirements. Conduct demolition and removal work in a manner that will minimize the spread of dust and flying particles.
 Remove items indicated for demolition within the limits of the Work and as required to complete the Work of this Contract. Do not remove anything beyond the limits of work indicated without prior written approval of the Owner or Owner’s Representative. If in doubt whether to remove an item, obtain written approval of the Owner or Owner’s Representative prior to proceeding.
 Remove materials carefully, to the extent indicated and as required, providing for neat

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and orderly junctions between existing and new materials.  Protect existing structures and facilities from damage. Items damaged as a result of demolition operations shall be repaired or replaced, as required, at no increase in the Contract Price.
 Perform work so as to provide the least interference and most protection to existing facilities and improvements to remain.

3.4. DISPOSAL OF DEBRIS

3.4.1. Dispose of removed materials, waste, trash, and debris in a safe, acceptable manner, in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction.

3.4.2. Remove trash and debris from work site at frequent intervals so that their presence will not delay the progress of the Work or create unsightly and unsafe conditions.

3.4.3. Removed materials, trash, and debris shall become the property of the Contractor and shall be removed from the project site and disposed of in a legal manner. Location of disposal site and length of haul shall be the Contractor's responsibility.

3.5. RESTORATION OF EXISTING STRUCTURES AND FACILITIES
All damage to existing structures and facilities, which are to remain in place, shall be repaired to a condition equal to or better than that existing prior to the beginning of demolition and removal operations. The cost of repairing existing structures and facilities damaged by the Contractor's operations shall be at the Contractor's expense.

3.6. FIELD QUALITY CONTROL

3.6.1. Following performance of the Work, perform an inspection of the premises and report defects and structural weaknesses of structures partially demolished, cut, or removed; of adjacent structures; and of improvements remaining.

3.6.2. The Owner or Owner’s Representative will accompany the Contractor before and after performance of the Work to confirm the physical condition of the structures and improvements involved.

END OF SECTION

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Section 03 11 00 Page 1 of 9
SECTION 03 11 00

CONCRETE FORMWORK

1. GENERAL

1.1. SUMMARY
Section includes:

1.1.1. Layout of formwork.

1.1.2. Formwork construction.

1.1.3. Embedded items and openings in concrete.

1.1.4. Form release materials.

1.1.5. Removal of forms.

1.1.6. Field quality control.

1.1.7. Detection of movement.

1.1.8. Re-use of forms.

1.2. RELATED SECTIONS
Section 03 30 00 Cast in Place Concrete
Section 03 35 00 Concrete Finishing
Section 03 92 00 Concrete Resurfacing & Rehabilitation

1.3. REFERENCES

1.3.1. American Concrete Institute (ACI):

ACI 301 Specifications for Structural Concrete
ACI 318 Building Code Requirements for Structural Concrete ACI 347R Guide to Formwork for Concrete

1.3.2. American Plywood Association (APA):

Voluntary Product Standard, PS 1, Structural Plywood

1.3.3. West Coast Lumber Inspection Bureau (WCLIB):

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WCLIB No. 17 Standard Grading Rules

1.4. COORDINATION
Allow sufficient time between erection of forms and placing of concrete for the various trades to properly install concrete reinforcement, embedded items, sleeves, and block outs.

1.5. SUBMITTALS

1.5.1. Shop Drawings: Submit drawings that include the following details and requirements:

1.5.1.1. Concrete Forms:
 Forming system and method of erection with associated details.  If temporary shoring of existing structure is required, shoring design shall be accompanied by design calculations. Include reshoring procedures. Both drawings and calculations shall be signed by an engineer who is currently registered as a civil or structural engineer in the State of California.
 Locations of construction joints in plan and elevation views. Means of leakage prevention for concrete exposed to view in finished construction.
 Locations and sizes of conduits, openings, recesses, pipes, ducts, and other attached or embedded products.
 Beam intersections and other conditions where concrete casting by vertical drop may be restricted.
 Chamfer strips for corner treatment.
 Method and schedule for removing forms and shoring.
 Method for detecting formwork movement during concrete placement.  Details of formed openings in formwork for installation of concrete pump ports and vent ports. Provide locations of pump ports and vent ports in the formwork.

1.5.1.2. Product Data: Submit product data including the following:
 All manufacturers’ literature, catalog cuts and data sheets for each material to be used for special formwork.
 Submit manufacturers' product data for manufactured products. Include products proposed for leakage control.

1.6. QUALITY ASSURANCE

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1.6.1. Formwork Standards: Unless otherwise indicated, design, construct, erect, maintain, and remove forms and related structures for concrete work in accordance with applicable requirements of ACI 301, ACI 318, and ACI 347R.

1.6.2. Deflection: Where dead and live loads on forms will be more than 20 percent greater than the weight of the concrete, provide framing lumber of required strength, and comply with ACI 301 and ACI 347R for design of framing members. Deflection shall be kept within the herein specified tolerances.

1.6.3. Removal Features: Design formwork to be readily removable without impact, shock, and damage to concrete surfaces and adjacent materials.

1.6.4. For overhead and vertical repair surfaces, Contractor shall provide formwork to match the existing profile of the concrete member being repaired.

1.7. DELIVERY, STORAGE, AND HANDLING

1.7.1. Storage: Store form panels to prevent warpage. Protect panels from damage and contamination which could adversely affect concrete.

1.7.2. Handling: Lift form panels by methods that will protect panels from damage and distortion.

2. PRODUCTS

2.1. MATERIALS

2.1.1. Lumber: Boards and framing lumber shall be graded and grade-marked in accordance with WCLB No. 17. Provide framing lumber of required strength, conforming to the above-specified WCLB No. 17.

2.1.1.1. Boards: Provide all West Coast Species, "Construction" or "Standard" Boards.

Use dressed side of lumber for surface in contact with the concrete and provide boards with dressed or tongue-and-groove edges to provide tight joints to prevent mortar leakage.

2.1.2. Framing Lumber:

2.1.2.1. Light Framing: Provide all West Coast Species, "Construction" or "Standard" Light Framing, dressed or rough. Where loads are not a factor, "Utility" Light Framing will be acceptable.

2.1.2.2. Joists and Planks: Provide all West Coast Species, "No. 2" Structural Joists and Planks, dressed or rough.

2.1.2.3. Beams and Stringers: Provide all West Coast Species, "Standard" Beams and Stringers or "No. 2 Structural" Beams and Stringers, dressed or rough.

2.1.3. Plywood (Plyform): Plywood shall be graded and grade-marked in accordance with APA

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Voluntary Product Standard PS-1.

2.1.3.1. B-B Plyform: Provide Class I, EXT-APA, sanded, APA trade marked.

2.1.3.2. B-C Plyform: Provide Class I, EXT-APA, APA trade marked.

2.1.3.3. High Density Overlay (HDO) Plyform: Provide A-A, 60-60, Class I, EXT-APA, APA trade marked.

2.1.3.4. Thickness: As required to maintain surface smoothness without deflection, but not thinner than 5/8 inch.

2.1.4. Steel Forms: Proprietary, patented, or fabricated steel forms, using standard or commercial quality, uncoated steel sheet or plate, 3/16-inch minimum thickness, for panel facings. Provide surfaces that will not impart corrosion residue to concrete. Include panel framing, reinforcement, and erection accessories.

2.1.5. Provide forms with will not deflect under pressure of concrete placement, and which will not deflect or blow off under added pressure of placement of fly-ash-modified concrete.

2.1.6. Alternate Form Materials and Systems: Contractor may propose other form materials and systems for the consideration of the Owner or Owner’s Representative. Alternate materials and system shall have strength and ability to maintain required tolerances and to provide required finishes.

2.1.7. Leakage Control Materials: Provide materials capable of producing flush, watertight, and nonabsorbent surfaces and joints, and compatible with forming material and concrete ingredients. Seal form edges with gasketing material or sealant placed in the joint in such a way that neither a fin nor groove is made in the face of the cast concrete.

2.1.8. Form Release Agent: Commercial formulation, silicone-free form-release agent, designed for use on all types of forms, which will not bond with, stain, nor adversely affect concrete surfaces, and which will not impair subsequent treatment of concrete surfaces, requiring bond or adhesion nor impede wetting of surfaces which will be cured with water, steam, or curing compounds.

2.1.9. Plugged Cone Form Ties: Rod type, with ends or end fasteners which can be removed without spalling the concrete and which leave a hole equal in depth to the required reinforcement clearance. Form ties shall be of a design in which the hole left by the removed end or end fastener is easily filled to match the surface of the hardened concrete. Provide removable cones 1-1/4 inches in diameter by 1-1/2 inches deep.

Provide preformed mortar plugs to match the color of the concrete, recessed 1/4 inch, adhered with an approved epoxy adhesive.

2.1.10. Inserts: Cast stainless steel or welded stainless steel, Type 316 or similar 300 Series, complete with anchors to concrete and fittings such as bolts, wedges, and straps.

2.1.11. Chamfer Strips: 3/4 inch by 3/4 inch triangular fillets milled from clear, straight-grain pine, surfaced each side, or extruded vinyl type with or without nailing flange.

2.1.12. Pump ports and vent ports: Pump ports and vent ports in the formwork shall be provided as needed to facilitate proper placement of repair concrete in the formwork.

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2.2. FABRICATION

2.2.1. Formwork - General: Fabricate forms in accordance with approved Shop Drawings.

Maintain forms clean, smooth, and free from imperfections and distortion. Construct formwork in accordance with ACI 301 Section 2.

2.2.2. Joints:

2.2.2.1. Arrange form panels in symmetrical patterns conforming to general lines of the structure.

2.2.2.2. Unless otherwise indicated, orient panels on vertical surfaces with long dimension horizontal, and make horizontal joints level and continuous.

2.2.2.3. Align form panels on each side of the panel joint with fasteners common to both panels, and in a manner, which will result in a continuous, unbroken concrete plane surface.

2.2.3. Steel Forms: Use material which is clean, smooth, and free from warps, bends, kinks, rust, cracks, and matter which may stain concrete. Fabricate panels in accordance with approved Shop Drawings. Deflection between form supports from concrete placement shall not exceed 1/240 of the span length.

3. EXECUTION

3.1. LAYOUT OF FORMWORK
Locate and stake out all forms and establish all lines, levels, and elevations.

3.2. GENERAL
Do not apply superimposed loads to the structure until concrete has developed its specified 28- day compressive strength.

3.3. CONSTRUCTION

3.3.1. Formwork:

3.3.1.1. Construct formwork in accordance with the approved Shop Drawings, and in a manner that will produce finished concrete surfaces conforming to indicated design and within specified tolerances. Formwork for concrete not exposed to view in the finished work may be constructed of any material that will adequately support the weight of the concrete.

3.3.1.2. Make joints and seams mortar-tight. Install leakage control materials in accordance with the manufacturer's installation instructions, and in a manner that will maintain a smooth continuity of plane between abutting form panels and which will resist displacement by concreting operations. Align and secure joints in a manner that will preclude offsets.

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3.3.1.3. Kerf wood inserts for forming keyways, reglets, and recesses in a manner that will prevent swelling and ensure ease of removal.

3.3.1.4. Maintain forms clean and free from indentations and warpage. Do not use ruststained steel surfaces for forms in contact with concrete. Do not sandblast steel form surfaces to remove rust or mill scale; remove these imperfections by grinding.

3.3.1.5. Brace temporary closures to prevent warpage or displacement and set tightly against forms in a manner that will prevent loss of concrete mortar.

3.3.1.6. Support joints with extra studs or girts, and in a manner that will ensure true, square intersections.

3.3.1.7. Assemble forms in a manner that will facilitate their removal without damage to the concrete.

3.3.1.8. Construct molding shapes, recesses, and projections with smooth finish materials and install in forms with sealed joints.

3.3.1.9. Provide camber in formwork as required to compensate for deflections caused by weight and pressures of fresh concrete and construction loads and as otherwise indicated. Provide camber strips to compensate for deflections due to permanent loads and long-term deflections due to shrinkage and creep as required.

3.3.1.10. Provide construction openings in forms where required for concrete pour pockets, vibrator access holes, and inspection openings to aid in proper placement and consolidation of concrete and close up openings during placement of concrete as applicable.

3.3.1.11. Provide inspection and cleanout openings in forms at bottom of walls and columns and elsewhere as required. Do not close cleanouts until inspected and accepted by the Owner’s Representative just before placing concrete.

3.3.1.12. Drill air escape holes in bottom members of block outs.

3.3.1.13. Provide formed openings where required for installation of concrete pump ports and vent ports for placement of formwork in enclosed applications.

Install pump ports and vent ports.

3.3.1.14. Install concrete accessories in accordance with manufacturer recommendations and keep straight, level, and plumb. Ensure items are not disturbed during concrete placement.

3.3.2. Corner Treatment: Form chamfers for all exposed edges to match existing concrete member chamfer. If it is not possible to match existing member chamfers, form chamfers with 3/4 inch on each leg, unless otherwise indicated. Accurately shape and surface chamfers in a manner which will produce uniformly straight lines and edge joints and which will prevent mortar runs. Extend terminal edges to limits, and miter chamfer strips

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at changes in direction.

3.3.3. Construction Joints:

3.3.3.1. Locate joints as indicated. Support forms for joints in concrete so as to rigidly maintain their positions during placement, vibration, and curing of concrete.

Install keys in all joints.

3.3.3.2. Locate and install construction joints, for which locations are not indicated, so as not to impair strength and appearance of the structure and indicate such joints on Shop Drawings. Locations of construction joints require approval of the Owner’s Representative.

3.3.3.3. Position joints perpendicular to longitudinal axis of pier, handrail or deck as the case may be.

3.4. EMBEDDED ITEMS AND OPENINGS IN CONCRETE
Provide openings in concrete for passage of ducts, and provide clearances therefor as indicated on approved Shop Drawings.

3.5. FORM RELEASE MATERIAL

3.5.1. Coat form contact surfaces with approved form release material before reinforcement is placed and in accordance with ACI 347R. Do not allow excess form release material to accumulate in the forms or to come into contact with surfaces that are required to be bonded to fresh concrete such as concrete reinforcement and embedded items. Apply form release material in compliance with manufacturer's application instructions.

3.5.2. Coat steel forms with non-staining, rust-preventive form release material or otherwise protect against rusting.

3.5.3. Apply form release material to bolts and rods that are to be removed or that are to be free to move.

3.6. REMOVAL OF FORMS

3.6.1. Formwork shall be removed after completion and curing of the repair work except as otherwise specified.

3.6.2. Remove forms by methods which will not injure, mar, gouge, or chip concrete surfaces, overstress concrete members, or distort formwork. Use air pressure or other approved methods. Do not pry against concrete. Cut off nails flush. Leave surfaces clean and unblemished.

3.6.2.1. Where early form removal is not necessary and will not impact the Contractor's schedule, leave forms in place at least 72 hours, unless otherwise approved by the Owner or Owner’s Representative.

3.6.3. When repair of surface defects or finishing is required at an early age, forms may be removed as soon as the concrete has hardened sufficiently to resist damage from

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removal operations and its own weight.

3.6.3.1. Concrete work that is damaged by removal operations shall be repaired as specified in Section 03 35 00 - Concrete Finishing. Where exposed surfaces are damaged beyond acceptable repairing measures, the damaged concrete shall be removed and replaced with new concrete.

3.6.4. Top forms on sloping surfaces of concrete may be removed as soon as the concrete has attained sufficient stiffness to prevent sagging. Any needed repairs or treatment required on such sloping surfaces shall be performed at once and shall be followed by the specified curing.

3.6.5. Wood forms for wall openings shall be loosened as soon as this can be accomplished without damage to the concrete.

3.6.6. Forms and shoring in the formwork used to support the weight of concrete in handrails, pier side walls, beams, girders, and other structural members shall remain in place until the concrete has reached adequate strength and stiffness to support itself. Forms shall not be removed before the concrete has reached a minimum of 70 percent of the indicated design compressive strength, unless otherwise approved in writing by the Owner or Owner’s Representative.

3.6.7. When shores and other vertical supports are so arranged that the non-load-carrying form-facing material may be removed without loosening or disturbing the shores and supports, the facing material may be removed at an earlier age provided the concrete surfaces are not damaged by such earlier removal.

3.6.8. Plan reshoring operations in a manner that will ensure that areas of new construction will not be required to support their own weight. Reshoring shall be in place before shoring is removed. During reshoring, do not permit live loads on new construction. Do not locate reshores in a manner and location that will overstress members or induce tensile stresses where reinforcing bars have not been provided.

3.6.9. When removal of formwork or reshoring is based on the concrete reaching a specified strength, the concrete shall be presumed to have reached this strength when test cylinders, field cured along with the concrete they represent, have reached the strength specified for removal of formwork or reshoring. Except for the field curing and age at test, the cylinders shall be molded and tested as specified in Section 03 30 00 - Castin-Place Concrete.

3.7. FIELD QUALITY CONTROL

3.7.1. Before placing concrete, check lines and grades of erected formwork and positioning of embedded inserts, block outs, and joints for correctness. Verify that embedded piping and conduit are free from obstructions. Make corrections or adjustments to ensure proper size and location of concrete members and stability of forming systems.

3.7.2. While placing concrete, provide quality control to assure that formwork and related supports have not been displaced, that loss of cement paste through joints is prevented, and that completed work will be within specified tolerances.

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3.7.3. During form removal, verify that architectural features meet the form and texture requirements of the samples approved by the Owner or Owner’s Representative.

3.8. DETECTION OF MOVEMENT

3.8.1. Check movement using methods, such as plumb lines, tell tales, and survey equipment, to detect movement of formwork during concrete placement.

3.9. RE-USE OF FORMS

3.9.1. Clean and repair surfaces of forms to be reused in the work. Split, frayed, delaminated, or otherwise damaged form facing material will not be acceptable. Remove such material from the site. Apply form release coating as specified for new formwork.

3.9.2. Do not use patched forms for exposed concrete surfaces.

END OF SECTION

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SECTION 03 20 00

CONCRETE REINFORCING

1. GENERAL

1.1. SUMMARY
Section Includes:

1.1.1. Steel reinforcing bars.

1.1.2. Welded steel wire fabric.

1.1.3. Accessories.

1.1.4. Tie wire.

1.1.5. Mechanical Splice Coupler

1.1.6. Grouted Sleeve Splicing System

1.2. RELATED SECTIONS
Section 03 30 00 Cast in Place Concrete
Section 03 41 00 Precast Structural Concrete

1.3. REFERENCES

1.3.1 American Concrete Institute (ACI):

ACI 301 Specifications for Structural Concrete
ACI SP-066 Detailing Manual
ACI 318 Building Code Requirements for Structural Concrete ACI 439.3R Types of Splices for Reinforcing Bars

1.3.2 American Society for Testing and Materials (ASTM):

ASTM A370 Standard Test Methods and Definitions for Mechanical Testing of Steel Products

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ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
ASTM A706 Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
ASTM A1064 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

1.3.3 Concrete Reinforcing Steel Institute (CRSI):

CRSI Manual of Standard Practice
CRSI Placing Reinforcing Bars

1.4 SUBMITTALS

1.4.1 Shop Drawings:

1.4.1.1 Submit bar lists, bending diagrams and schedules, and placement plans and details for all reinforcing steel. Bar lists shall include weights.

1.4.1.2 Indicate descriptions, details, dimensions, arrangements and assemblies, and locations of reinforcing steel. Include number of pieces, sizes, and markings of reinforcing steel, laps and splices, supporting devices and accessories, and any other information required for fabrication and placement. Indicate any adjustments required as specified in Article 3.05B.

1.4.1.3 Check Contract Drawings for anchor bolt schedules and locations, anchors, hangers, inserts, conduits, sleeves, block outs, and any other items to be cast in concrete for possible interference with reinforcing steel. Indicate required clearances on Shop Drawings.

1.4.1.4 Detail reinforcing steel in accordance with requirements of the ACI SP-066.

Indicate individual weight of each bar, total weight of each bar size, and total weight of all bars on the list. Base calculated weights upon nominal weights specified in ACI 318, Appendix on Steel Reinforcement Information.

1.4.2 Product Data:

1.4.2.1 Submit manufacturers' product data and installation instructions for proprietary manufactured materials and reinforcement accessories.

1.4.2.2 Submit manufacturers' product data and installation instructions for proprietary mechanical coupler splicing systems when such splicing methods are permitted.

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1.4.2.3 For mechanical splice couplers and grouted sleeve splice systems, furnish the following:
a. Certified test reports showing that the couplers meet all of the specified requirements.
b. Written assembly and installation instructions for each type, model and bar size for which the coupler is designed. Installation instructions shall include typical installation sequence, recommended installation tools, guidelines for laboratory testing of couplers and coupler size designations with corresponding range of bar sizes.
c. Reports showing the results of all tests.
d. Mechanical couplers shall be Erico International Corporation (nVent) Lenton Wedge Coupler System, Dayton Superior Barlock Coupler System, or approved equal. Refer to California Department of Transportation ‘Authorized List of Couplers for Reinforcing Steel’, for authorized list of couplers for reinforcing steel.
e. Grouted sleeve splice system shall be Dayton Superior D410 SleeveLock Grout Sleeve, NMB Splice Sleeve U-X, or approved equal.

Grouted sleeve splice system shall be hot-dip galvanized and filled with non-shrink grout recommended by the manufacturer of the corresponding sleeve system.
f. Provide manufacturer’s recommended testing and special inspection requirements and procedures.

1.4.3 Certificates:

For each lot or load of reinforcing steel delivered to the jobsite, furnish mill affidavits and test reports of compliance, certifying the grades and physical and chemical properties of the reinforcing steel and conformance with applicable ASTM Specifications, including ASTM A370, Method A9.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Deliver reinforcing bars to the fabricator in bundles, limited to one size and length of bar, securely tied and identified with plastic tags in an exposed position indicating the mill, the melt or heat number, and the grade and size of bars.

1.5.2 Deliver steel reinforcement to the jobsite, store, and cover in a manner which will ensure

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that no damage shall occur to it from moisture, dirt, grease, oil, or other cause which might impair bond with concrete.

1.5.3 Deliver steel reinforcement to the jobsite properly tagged and identified, as specified herein in Article 2.03, in accordance with approved Shop Drawings.

1.5.4 Maintain identification of steel reinforcement after bundles are broken. 2 PRODUCTS

2.1 MATERIALS

2.1.1 Steel Reinforcing Bars:

2.1.1.1 Deformed Carbon Steel Bars: ASTM A615.

2.1.1.2 Low-Alloy Steel Bars: ASTM A706.

2.1.1.3 Weights of Bars: Refer to ACI 318, Appendix on Steel Reinforcement Information.

2.1.2 Welded Steel Wire Fabric - Plain Wire: ASTM A1064, wire sizes and center-to-center spacing as indicated.

2.1.3 Accessories: Provide reinforcement accessories, consisting of bar supports, spacers, hangers, chairs, ties, and similar items as required for spacing, assembling, and supporting reinforcement in place. Conform with CRSI referenced standards and the following requirements:

2.1.3.1 For exposed-to-view concrete surfaces, where legs of supports are in contact with forms or are in close proximity to finish surfaces, provide supports with legs which are galvanized, plastic-protected, or stainless steel.

2.1.4 Tie Wire: No. 16 gage or heavier, black or galvanized, soft or commercial grade steel tie wire. For galvanized reinforcement, provide zinc-coated wire. Where tie wire is in close proximity to finish surfaces of exposed-to-view concrete, provide soft stainless-steel wire.

2.1.5 Mechanical Splice Coupler:

2.1.5.1 System Description: Provide bar-splicing connections, produced by threaded reinforcing bar ends and threaded coupler, or by sleeves hydraulically pressed or forged onto butt- ended reinforcing bars, or by other proprietary mechanical splicing method as proposed by the Contractor and approved by Owner or

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Owner’s Representative. Mechanical splice couplers shall be capable of being installed in the clear space indicated and to provide the required clearances.

2.1.5.2 Spliced Strength in Tension: Minimum 125 percent of the yield strength of connected reinforcing bars, unless otherwise indicated.

2.1.5.3 Provide splices in compliance with ACI 439.3R.

2.1.6 Grouted Sleeve Splice System:

2.1.6.1 System Description: Provide bar-splicing connections for connecting precast members to deck by splicing the rebar dowels in deck to rebar in the precast members by one-piece cast steel cylinder with internal ribs and external filling ports designed to be filled with specialized grout after reinforcing bars have been inserted.

2.1.6.2 Spliced Strength in Tension: Minimum 125 percent of the yield strength of connected reinforcing bars, unless otherwise indicated.

2.1.6.3 Install per manufacturer’s instructions.

2.2 FABRICATION

2.2.1 Fabrication Standards: Fabrication of steel reinforcement shall be in accordance with the Contract Drawings and approved Shop Drawings. Where specific details are not indicated, comply with applicable requirements of ACI 301, ACI 318, and CRSI Manual of Standard Practice.

2.2.2 Cutting and Bending: Cutting and bending shall be performed at a central location, equipped and suitable for the purpose. Bars shall be accurately cut and bent as indicated. Bars shall be bent cold. Heating of bars for bending or straightening will not be permitted. Bars shall not be bent or straightened in any manner which will injure the material. Replace bars that are damaged while bending. Label all bars in accordance with bending diagrams and schedules, and secure like pieces in bundles when appropriate.

2.2.3 Tolerances: Fabricate bars to meet the following tolerances

2.2.3.1 Sheared length: +/- 1 inch.

2.2.3.2 Depth of truss bars: +0, -1/2 inch.

2.2.3.3 Overall dimensions of stirrups, ties and spirals: +/- 1/2 inch.

2.2.3.4 All other bends: +/- 1 inch.

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2.2.3.5 Fabrication tolerances not indicated on the Contract Drawings or specified above shall comply with the applicable requirements of ACI 301 and CRSI Manual of Standard Practice, Chapter 7.

2.3 IDENTIFICATION
Reinforcing steel shall be bundled and tagged with grades and sizes, heat numbers, and suitable identification marks for checking, sorting, and placing. Sizes and mark numbers shall correspond to placing Shop Drawings and schedules. Tags and markings shall be water-resistant and shall not be removed until steel reinforcement is placed in position. 3 EXECUTION

3.1 VERIFICATION OF CONDITIONS

3.1.1 Verify that surfaces, over or against which concrete is to be placed, are clean and in proper condition for placing reinforcement.

3.1.2 Verify that items to be embedded in concrete inserts, sleeves, and block-outs are secured in place as required.

3.2 PLACING

3.2.1 Placing Standards: Reinforcing steel shall be placed in accordance with the Contract Drawings, approved Shop Drawings, and the applicable requirements of ACI 301, ACI 318, CRSI Manual of Standard Practice, and CRSI Placing Reinforcing Bars. Install reinforcement accurately and secure against movement, particularly under the weight of workers and the placement of concrete.

3.2.1.1 Reinforcing steel shall be spaced and positioned as close to the original rebars as possible.

3.2.2 Reinforcing Supports: Bars shall be supported on metal or plastic chairs, spacers, and hangers, accurately placed and securely fastened to steel reinforcement in place.

Support legs of accessories in forms without embedding in the form surface. Hoops and stirrups shall be accurately spaced and wired to the reinforcement.

3.2.3 Placing and Tying: Reinforcing steel shall be installed in place, spaced, and securely tied or wired with tie wire at all splices and at crossing points and intersections in the positions indicated.

3.2.4 Comply with requirements of CRSI Placing Reinforcing Bars, Chapter 10. Welding to secure or support rebar replacement is prohibited. Snap ties are acceptable for intermediate intersections. Bending of bars on the job to fit different conditions will not

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be permitted. Point ends of wire ties away from adjacent form surfaces.

3.2.5 Spacing: Center-to-center distance between parallel bars shall be in accordance with the Contract Drawings or, where not indicated, the minimum clear spacing shall be in accordance with ACI 318.

3.2.6 Longitudinal Location of Bends and Ends of Bar: A maximum of plus or minus 3 inches from the indicated location will be permitted, provided that specified protective concrete cover at ends of members is not reduced by more than 1/2 inch.

3.2.7 Splices:

3.2.7.1 Lapped Splices:
a. Laps of splices shall be securely tied together to maintain the alignment of the bars, to provide the required minimum clearances, and to transfer stress by bond. Lapped splices and development lengths not shown shall be detailed to develop Class B lapping lengths and development lengths in tension, respectively, in accordance with ACI 318. b. Splices of alternate bars shall be staggered a minimum clear offset of 2 feet between splices. Splices shall be tied with tie wire.

3.2.7.2 Mechanical Coupler Splices:
a. Perform installation of coupler and tightening of joint assembly in accordance with the coupler manufacturer's installation instructions and recommendations.
b. Reinforcing bars to be joined shall be shop threaded using special machinery to produce the required tapered threads. Where previously threaded bars must be cut or where threads are damaged, bars shall be replaced, or an alternate splicing system approved by Owner or Owner’s Representative shall be substituted. Bars shall not be rethreaded, and damaged threads shall not be repaired in the field. c. Prior to joining, inspect all threads and assure that they have been properly made and are clean.
d. Rotate coupler and bar initially by hand or wrench until snug (approximately 3-1/4 to 4 turns). Apply 24-inch minimum pipe wrench and turn coupler (or bar) until further turning is resisted with the application of a minimum torque of 200 foot- pounds. Suitably mark joint to indicate that tightening has been completed.

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e. For proprietary mechanical splicing systems not specified herein, installation shall conform with the manufacturer’s installation instructions.

3.2.7.3 Grouted Sleeve Splice System:
a. Attach sleeve to precast member form in line with reinforcing bar. b. Secure sleeve from outside of form through pre-drilled hole, using manufacturer’s specialty coupling and tightening nut; do not remove coupling until ready to install precast panel to prevent contamination of the sleeve interior.
c. Attach grout port extension tubes to extend to, or above the finished panel surface, capping with plugs to prevent concrete from entering tube.
d. Attach reinforcing bar seal plug to rebar dowel in pier deck before inserting bar into open end of grout sleeve.
e. Set cured precast member in place, ensuring that ends of the rebar dowel in pier deck insert properly into open end of all grout sleeves. f. Follow manufacturer’s instructions for mixing grout. g. Remove grout port plugs and pump grout into lower tube until grout exudes out of upper port.

3.2.8 Dowels: Provide dowels where indicated or required for connecting construction and for maintaining structural and reinforcement continuity. Dowels shall be tied securely in place before concrete is deposited. Provide additional bars for proper support and anchorage where required. Do not bend dowels after embedment.

3.2.9 Welded Wire Fabric:

3.2.9.1 Wire fabric shall be installed in lengths as long as practicable and shall be wiretied at all laps and splices. End laps shall be offset in adjacent widths. Lap welded wire fabric in accordance with applicable requirements of ACI 318.

3.2.9.2 Where required welded wire fabric shall be secured in position with suitable supports, accessories, and tie wire as indicated and required to ensure against movement from workers and placement of concrete lift fabric as concrete is placed to assure proper embedment at position indicated.

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3.3 PROTECTIVE CONCRETE COVER
Minimum concrete coverage for steel reinforcement shall be as specified in ACI 301, ACI 318, or CRSI Manual of Standard Practice. If there is a conflict between the standards specified, the thicker concrete coverage shall govern.

3.4 CLEANING:

Reinforcement at time of depositing concrete shall be free of corrosion and coatings that may impair bond with concrete, such as form oil, mill scale, or loose deposits of rust and other corrosion.

3.5 TOLERANCES

3.5.1 Placement: Place bars to the following tolerances:

3.5.1.1 Clear distance to formed surfaces: +/- 1/4 inch.

3.5.1.2 Minimum spacing between bars: - 1/4 inch.

3.5.1.3 Top bars in slabs and beams:
a. Member 8 inches deep or less: +/- 1/4 inch.
b. Member greater than 8 inches, but less than 2 feet deep: +/- 1/2 inch. c. Members 2 feet or more deep: +/- 1 inch.

3.5.1.4 Crosswise of members: spaced evenly within 2 inches.

3.5.1.5 Lengthwise of members: +/- 2 inches.

3.5.1.6 Placement tolerances not indicated on the Contract Drawings or specified above shall comply with the requirements of ACI 301, ACI 318, or CRSI Manual of Standard Practice, as applicable.

3.5.2 Adjustments: Bars may be moved as necessary to avoid interference with other reinforcing steel, conduits, or embedded items. If bars are moved more than one bar diameter, or in excess of the above tolerances, the resulting arrangement of bars shall require Owner’s approval. Minimum spacing shall not be decreased, and the required number of bars shall be placed. Bars moved to permit access for cleanup operations shall be properly replaced and secured before the start of concrete placement.

3.6 FIELD QUALITY CONTROL

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3.6.1 Quality control inspections and tests to be performed by the Contractor include the following:

3.6.1.1 Placement of Reinforcing Steel: Visual inspection of reinforcing steel in place, including bar supports, tied laps and intersections, welded wire fabric, and bar mats.

3.6.1.2 Mechanical Coupler Splices: Test 100 percent of the couplers, using a 24-inch click-type torque wrench calibrated to 200 foot-pounds. Minimum turning torque of 200 foot- pounds shall be applied to the extent that further turning is resisted.

Where tests reveal failure of couplers to be properly tightened, couplers shall be removed and replaced.

3.6.1.3 Grouted Sleeve Splice System: For each batch of grout mixed, take, at minimum the following quantity of 2-inch cube samples for laboratory testing / special inspections:
a. 3 cubes to test before removing temporary brace and supports (+/- 24 hours).
b. 3 to test at 28 days.
c. 3 to hold in reserve.

END OF SECTION

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SECTION 03 30 00

CAST-IN-PLACE CONCRETE

1. GENERAL

1.1. SUMMARY
Section Includes:

1.1.1. The work under this Section consists of furnishing all labor, materials, equipment, services and other items necessary for the surface preparation of concrete members, furnishing and placing concrete repair material, and repairing incidental items related to defects on concrete members to restore them to their original geometry.

1.1.2. Cast-in-place concrete.

1.1.3. Concrete spall repair.

1.2. RELATED SECTIONS
Section 03 11 00 Concrete Forming.

Section 03 20 00 Concrete Reinforcing
Section 03 35 00 Concrete Finishing
Section 03 93 10 Galvanic Anodes

1.3. REFERENCES

1.3.1. American Concrete Institute (ACI)
ACI Concrete Repair Manual
ACI 117 Specification Tolerances for Concrete Construction and Materials ACI 301 Specifications for Structural Concrete
ACI 304R Guide for Measuring, Mixing Transporting, and Placing Concrete ACI 305R Guide to Hot Weather Concreting
ACI 306R Guide to Cold Weather Concreting

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ACI 318 Building Code Requirements for Structural Concrete and Commentary ACI 347R Guide to Formwork for Concrete
ACI 546R Guide to Concrete Repair
ACI 546.2R Guide to Underwater Repair of Concrete

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

ASTM C31 Standard Practice for Making and Curing Concrete Test Specimens in the Field
ASTM C33 Standard Specification for Concrete Aggregates ASTM C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
ASTM C94 Standard Specification for Ready-Mixed Concrete ASTM C143 Standard Test Method for Slump of Hydraulic Cement Concrete ASTM C150 Standard Specification for Portland Cement
ASTM C157 Standard Test Method for Length Change of Hardened HydraulicCement Mortar and Concrete ASTM C171 Standard Specification for Sheet Materials for Curing Concrete ASTM C172 Standard Practice for Sampling Freshly Mixed Concrete ASTM C173 Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
ASTM C192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory
ASTM C231 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
ASTM C260 Standard Specification for Air-Entraining Admixtures for Concrete ASTM C494 Standard Specification for Chemical Admixtures for Concrete ASTM C618 Standard Specification for Coal Fly Ash and Raw or Calcined Natural

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Pozzolan for Use in Concrete
ASTM C685 Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing
ASTM C928 Standard Specification for Packaged, Dry, Rapid-Hardening Cementitious Materials for Concrete Repairs
ASTM D1751 Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)

1.4. COORDINATION OF WORK
Contractor shall coordinate the sequence and schedule of concrete repairs with the Owner or Owner’s Representative.

1.5. SUBMITTALS

1.5.1. Submit drawings indicating the locations of all structural construction joints. The location of these joints shall be approved prior to pouring of concrete.

1.5.2. Submit mix design, of each type and strength of concrete being used, a minimum of three weeks prior to first scheduled placement of concrete on site.

1.5.3. Submit the name of concrete supplier and source of aggregates.

1.5.4. Submit the names of concrete admixtures and admixture manufacturer with verification of conformance to chloride ion content requirements.

1.5.5. For pre-packaged concrete repair materials,

1.5.5.1. Product data sheets for concrete repair mix

1.5.5.2. Name, address, telephone number and contact name of proposed repair mix supplier

1.5.6. Contractor shall submit the following for review and approval:

1.5.6.1. Batch information for each batch prepared at site shall show the following information:

1.5.6.2. Date of batch

1.5.6.3. Batch number

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1.5.6.4. Volume of produced repair mix (cubic yards)

1.5.6.5. Strength (class) of repair mix (psi)

1.5.6.6. Water content (or w/c ratio)

1.5.6.7. Maximum size and weight of aggregates and weight of fines

1.5.6.8. Type and amount of other admixtures

1.5.6.9. Record of beginning and completion time of placement of concrete

1.5.6.10. Location where the concrete batch used

1.5.7. Certifications by manufacturers or suppliers that materials meet contract specifications and job requirements. Include certifications for admixtures.

1.5.8. Cement and Aggregates:

Furnish the following data:

1.5.8.1. Mill certificates from cement manufacturer certifying that cement meets Specifications and is suitable for purpose intended.

1.5.8.2. Proof of aggregate’s compatibility with cement to be used and certification that aggregates meet Specifications. The Owner or Owner’s Representative reserves the right to have its testing agency perform any additional tests on cement and aggregates that may be deemed advisable.

1.6. QUALITY ASSURANCE

1.6.1. Perform all concrete repair work in accordance with ACI Concrete Repair Manual, ACI 301, ACI 546R, and ACI 546.2R.

1.6.2. Conform to ACI 305R when concreting during hot weather.

1.6.3. Conform to ACI 306R when concreting during cold weather.

1.6.4. Contractor shall maintain one (1) copy of each submittal specified in in this Section on the jobsite.

1.6.5. Repair and restoration of existing concrete surfaces shall be performed by a skilled and experienced subcontractor specializing in the restoration of concrete with at least five years of experience in the type of work involved.

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1.6.6. Repair and restoration of existing concrete work shall successfully duplicate undisturbed adjacent finishes, colors, textures, and profiles. Where there is a dispute as to whether or not duplication is successful or has been achieved to a reasonable degree, the judgment by Owner or Owner’s Representative shall be final.

1.7. PACKING, HANDLING AND STORING
Cement may be delivered in bags or in bulk. The storage building, bin or silo shall be weatherproof and shall be located convenient to the work. On small jobs, storage in the open may be permitted at discretion of the Owner or Owner’s Representative in which case raised platforms and adequate waterproof coverings shall be provided.

2. PRODUCTS

2.1. MATERIALS

2.1.1. Cement: ASTM C150, Type II / V- Portland cement. Use one brand of cement throughout project unless otherwise acceptable to Owner or Owner’s Representative.

2.1.2. Fine and Coarse Aggregates: ASTM C33. Source shall be constant unless 10 days prior notice is given for approval after recheck of mix design. Aggregate shall be free of chemicals and minerals deleterious to concrete.

2.1.3. Mixing Water: Clean, potable, and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete, reinforcement or embedded items.

2.2. ADMIXTURES

2.2.1. Air Entrainment: ASTM C260 – Minimum air entrainment shall be 5% by volume. Air entrainment agents shall not exceed 6% by volume.

2.2.2. Water Reducing: ASTM C494, Type A - Water Reducing. Accelerating Admixtures are not permitted except on written permission of Owner or Owner’s Representative.

2.2.3. Prohibited Admixtures: Calcium Chloride, Thiocyanates or Admixtures containing more than 0.05% chloride ions are not permitted.

2.2.4. Calcium Nitrate Corrosion Inhibitor Admixtures: ASTM C494 and shall contain 32% calcium nitrate by weight.

2.2.4.1. Acceptable Materials: DCI or DCI-S manufactured by W.R. Grace & Company

2.2.4.2. Alternate Materials: Rheocrete CNI manufactured by Mater Builders. Inc.

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2.2.4.3. Mix Proportion: The above-referenced Calcium Nitrate Admixture shall be added at a rate of four gallons per cubic yard of concrete.

2.2.5. Pozzolan Admixtures: ASTM C618.

2.2.6. Silica Fume Admixture: acceptable at a replacement rate of 5-10% with addition of water reducing agent.

2.3. CONCRETE REPAIR MATERIALS
The following are examples of products and suppliers considered suitable as the concrete repair mix for each repair application by forming and pumping application above water. It is not intended to be an exclusive list, nor does inclusion within relieve the manufacturer from following the submittal and design requirements of these specifications:

2.3.1. Mortar and Concrete Repair Mix:
 Sikacrete 211 SCC Plus by Sika Viscocrete Technology
 Eucorepair CP by Euclid Chemicals
 MasterEmaco S 440MC – by Master-Builders-Solutions
 Or approved equal

2.3.2. Properties of the repair material
 Compressive Strength (ASTM C39 modified)
o 1 day: 2,000 psi (minimum)
o 7 day: 5,500 psi (minimum)
o 28 day: 6,500 psi (minimum)
 Flexural Strength at 28 days (ASTM C78): 1,000 psi
 Splitting Tensile Strength at 28 days (ASTM C496): 1,000 psi  Bond Strength at 28 days (ASTM C882): 2,500 psi
 Shrinkage (ASTM C157): less than 0.05 %
 Chloride ion permeability (ASTM C1202): less than 650 coulombs

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 The repair material shall not produce a vapor barrier

2.3.3. MORTAR AND CEMENTITIOUS REPAIR MATERIALS

2.3.3.1. Mortar: Mortar shall be non-sag, one-component, early strength gaining mortar, or similar high- strength bonding mortar conforming with ASTM C928 for use on exterior vertical and overhead surfaces. Minimum compressive strength at 28 days shall be 5,000 psi.

2.3.3.2. Sand: Sand shall be a clean, washed, kiln-dried, fine sand, all passing a U.S.

Standard No. 16 sieve.

2.3.3.3. Aggregate: Conforming to ASTM C33 and a maximum aggregate size of 3/8”.

2.3.3.4. Repair mix in direct contact with galvanic anodes shall be Portland cementbased with an electrical resistivity of less than 15,000 ohm-cm or the maximum permitted by the selected galvanic anode manufacturer. Non-conductive materials such as epoxy, urethane, or magnesium phosphate is not permitted.

2.3.3.5. Color: Concrete Gray

2.3.4. PRIMERS AND BONDING AGENTS

2.3.5. Sika Armatec 100 EpoCem or approved equal, recommended by the manufacturer of concrete repair material.

2.3.6. The primers and bonding agents used must be compatible with galvanic anodes without affecting the anodes conductivity as described in Section 03 95 10 - Embedded Galvanic Anodes, otherwise do not coat the reinforcing steel within 1 inch of the anode and do not apply coating to any surface of the anode or the steel tie wires.

2.4. ACCESSORIES
Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing agents; capable of developing minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days.

2.5. JOINT DEVICES AND FILLER MATERIALS
Joint Filler Type A: ASTM D1751 Asphalt impregnated fiberboard or felt, 5/8 inch thick; tongue and groove profile.

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2.6. CAST-IN-PLACE CONCRETE MIX

2.6.1. Concrete mix shall have a minimum compressive strength at 28 days of f’c = 5,000 psi.

2.6.2. Mix concrete in accordance with ACI 304. Deliver concrete in accordance with ASTM C94.

2.6.3. Select proportions for normal weight concrete in accordance with ACI 301.

2.6.4. Structural Drawings indicate minimum 28-day compressive strengths and minimum cement contents.

2.6.5. If a concrete batching plant has a record, based on at least 30 consecutive strength tests that represent similar materials and conditions to those expected, required average compressive strength at 28-day test age shall be determined in accordance with ACI 318 Section 5.3.

2.6.6. When laboratory trial batches are used as the basis for selecting concrete proportions, a curve shall be established showing relationship between water-cement ratio (or cement content) and compressive strength.

2.6.7. Maximum water – cementitious material ratio of 0.40.

2.6.8. Concrete shall have a slump not exceeding 4 inches with a tolerance of +/-1.5 inch.

Specified slump shall apply at time when concrete is discharged at job site. This applies to durable and low permeable concrete. Alternate materials specification is allowed upon approval of the engineer.

2.6.9. Add air entraining agent to normal weight concrete mix for work exposed to exterior. Air content to be 4-6%.

2.6.10. Maximum aggregate size shall be 1" unless otherwise permitted by the Owner.

2.6.11. Use accelerating admixtures in cold weather only when approved by the Owner. Use of admixtures will not relax cold weather placement requirements.

2.6.12. Use set retarding admixtures during hot weather only when approved by the Owner.

2.6.13. All cast-in-place concrete slabs shall be designed to have a shrinkage not exceeding

0.048%, +25% tolerance for field samples.

2.6.14. For corrosion protection, the maximum water-soluble chloride ion concentration in hardened concrete at an age of 28 days contributed from ingredients including water, aggregates, Portland cement and admixtures shall not exceed 0.06 percent by weight of cement.

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2.6.15. The following data shall be submitted to the Owner for each mix design prepared:

2.6.15.1. Proportions, by weight of all materials.

2.6.15.2. Sieve analysis for fine and coarse aggregate.

2.6.15.3. Moisture content of fine and coarse aggregates at time of mixing.

2.6.15.4. Water absorption of fine and coarse aggregate.

2.6.15.5. Mill certificate for cement.

2.6.15.6. Water and cement quantities showing conformance to ACI stipulated maximum water-cement ratios.

2.6.15.7. Slump, air content and unit weight of the prepared trial mixes.

2.6.15.8. The results of 7-day and 28-day compressive strength tests. A minimum of 2 cylinders for the 7-day and 2 for the 28-day test shall be required. Cylinders shall be made in accordance with ASTM C192 and tested in accordance with ASTM C39.

2.7. REJECTION
The entire contents of the sack or bulk container which contains cement that does not meet the requirements of this Specification or has been damaged, is partially set, lumpy or caked shall be rejected. Bagged cement which varies more than 5% from the designated weight, or if the average weight of 50 sacks, taken at random, is less than the designated weight, the cement shall be rejected.

2.8. AGGREGATES
General: Aggregates shall be free from deleterious coatings, clay balls, roots, bark, sticks, rags and other extraneous material. All natural aggregates shall be thoroughly and uniformly washed before use. The Contractor, at its expense, shall provide safe and suitable facilities, including necessary splitting devices for obtaining samples of aggregates. Aggregates shall have not more than 10 percent loss when tested for soundness in accordance with California Test 214. The soundness requirement for fine aggregate will be waived, provided that the durability index, Df, of the fine aggregate is 60, or greater.

2.9. COARSE AGGREGATES

2.9.1. General: Coarse aggregate shall consist of gravel, crushed gravel, crushed rock, crushed air-cooled iron blast furnace slag, or combinations thereof. Crushed air-cooled

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iron blast furnace slag shall not be used in any reinforced or prestressed concrete.

2.9.2. Quality: Coarse aggregate shall conform to the following quality requirements:

2.9.2.1. Tests: California Test Requirements Loss in Los Angeles Rattler (after 500 revolutions) …………….. California Test 211, 45% Max.

2.9.2.2. Cleanness Value…………………. California Test 227, 76 Min.

2.9.2.3. If the result of a single test, of the "Cleanness Value," falls below 76 but not below 71, two additional samples representative of material entering the work shall be taken immediately for testing. The average of the three test results shall be a minimum of 76. The minimum acceptable result for any single test shall be

71. 2.9.2.4. Aggregate containing more than 10 percent of inferior materials, flat or elongated particles, cracked or laminated rock, or rock which can readily be broken after immersion in water for one hour, will be rejected. When shaken or washed in water, the volume of silt settling in one hour shall not exceed 3 percent of the volume of the sample.

2.9.3. Gradation: Coarse aggregate for Portland cement concrete shall be in accordance with the applicable requirements of ASTM C33 and shall be 1” max.

2.10. FINE AGGREGATE

2.10.1. General: Fine aggregate shall be natural sand or a combination of natural and manufactured sand, consisting of material of siliceous, granite or igneous origin, and shall be hard and durable. It shall be free from oil and injurious amounts of clay, shale, mica or other objectionable materials.

2.10.2. Fine aggregate shall conform to the following quality requirements:

Test California Test
Method No. Requirements
Organic Impurities 213 Satisfactory
Mortar strengths relative to Ottawa
Sand 515 95% Min.

Sand equivalent 217 76 Min.

2.10.2.1. Fine aggregate developing a color darker than the reference standard color solution may be accepted if it is determined by the Owner or Owner’s Representative, from mortar strength tests, that a darker color is acceptable.

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2.10.2.2. If the results of a single "Sand Equivalent" test falls below 76, not below 71, two additional samples representative of material entering the work shall be taken immediately for testing. The average of the three test results shall be a minimum of 76. The minimum acceptable result for any single test shall be 71.

2.10.3. Gradation: The dry sand or fine mineral aggregate shall have a particle size distribution such that the percentage composition by weight, determined by test using standard sieves of square mesh wire construction, will conform to the, following grading requirements:

Sieve Sizes Percentage by
Weight Passing
3/8” 100
No. 4 95-100
No. 8 75-90
No. 16 55-75
No. 30 30-50
No. 50 10-25
No. 100 2-10
No. 200 0-5

2.10.3.1. In addition to the required grading analysis set forth hereinbefore, the distribution of the fine aggregate sizes shall be such that the difference between the total percentage passing the No. 16 sieve and the total percentage passing the No. 30 sieve shall be between 10 and 40 percent; and the difference between the percentage passing the No. 30 and No. 50 sieves shall be between 10 and 40 percent.

2.10.3.2. The gradation of the fine aggregate furnished for the work shall be of such uniformity that the material passing the Nos. 16, 30, and 50 sieves will not vary from an approved gradation by more than the following:

Max. Variation of Percentage of Material
Passing
Sieve Size Percent Passing
No. 16 +/- 10
No. 30 +/- 9
No. 50 +/- 6
No. 16 ±10

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Section 03 30 00 Page 12 of 19
No. 30 ±9
No. 50 ±6

2.10.3.3. The variations shown immediately hereinbefore are the maximum allowable and will be reduced by the amount necessary to meet the grading requirements set forth in the preceding table.

2.10.3.4. Fine aggregate may be separated into 2 or more sizes and stored separately, provided that when the materials are combined they will conform to the grading requirements specified in this Section.

2.11. EQUIPMENT, AND FACILITIES

2.11.1. Requirements: Provide all materials, equipment, tools, appurtenances, facilities, and services as required for performing and completing all repair and restoration of existing concrete as indicated.

2.11.2. Equipment, Tools, and Materials: Provide appropriate and proper equipment, tools, and materials for saw cutting and chipping, for sandblasting or water-blasting of concrete surfaces, and for hose cleaning of concrete.

2.11.3. Contractor shall provide repair mix in accordance with the concrete repair mix manufacturer’s specifications for repairs shown in the Contract Drawings.

3. EXECUTION

3.1. EXAMINATION

3.1.1. Verify requirements for concrete cover over reinforcement.

3.1.2. Verify that anchors, seats, plates, reinforcement, and other items to be cast into concrete are accurately placed, positioned securely, and will not cause hardship in placing concrete.

3.2. MIXING FOR CAST-IN-PLACE CONCRETE

3.2.1. Concrete shall be ready mixed as per ASTM C94. Equipment shall be adequate for the purpose and kept in good mechanical condition at all times.

3.2.2. The rate of delivery, haul time, mixing time and hopper capacity shall be such that mixed concrete delivered shall be placed in the forms within 90 minutes or 300 revolutions of the drum from the time of introduction of cement and water to the mixer. Any interruption in placing in excess of 90 minutes or 300 revolutions will be cause for the wasting of any remaining mixed concrete in hoppers or mixers. In case such interruption occurs, the

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Contractor shall provide construction joints where and as directed and cut concrete back to such line, cleaning forms and reinforcing as herein specified. Delivery tickets shall show departure time from plants.

3.2.3. No water shall be added to the mix after the initial introduction of mixing water for the batch except when, on arrival at the job site, the slump of the concrete is less than that required. In this case, additional water may be added from the truck system to bring the slump within required limits. The drum or blades shall then be turned an additional 30 revolutions or more until mix is uniform.

3.2.4. Mixers shall be equipped with an automatic device for recording number of revolutions of drum or blades prior to completion of mixing operation.

3.2.5. Concrete shall be kept continuously agitated until discharged into the hopper at the job site.

3.2.6. Contractor shall note that the appearance of white architectural concrete surfaces depends upon uniform color and texture within any one area and between adjacent areas and he shall exercise strict batching and mixing controls to achieve this end.

3.2.7. No concrete shall be placed for any element until reinforcing for same is fastened in place or until forms are complete. No concrete shall be placed before work that is to be embedded has been set. Notify other crafts so they may deliver anchors, inserts, etc., or other work, to be embedded in ample time and also notify them when their assistance in setting is required. Reinforcing or other materials that have been set in place shall not be disturbed.

3.2.8. No metal pipes except electrical conduits 1 inch and less in diameter shall be embedded in structural concrete. Before placing concrete, such pipes and large conduits shall be sleeved providing 1/4 inch clearance (min.) all around. Sleeves shall be positioned so as not to impair strength of surrounding elements.

3.2.9. Remove debris, mud and water from places to receive concrete. Verify depths of any depressed slab conditions for suitability with type and method of surfacing to be applied over concrete.

3.2.10. Install various inserts, anchorages, etc., required by public and private utility companies to accommodate miscellaneous metal items and equipment furnished by them.

3.2.11. Place no concrete in water unless permission has been obtained from the Owner or Owner’s Representative.

3.2.12. Maintain continuous and accurate log of placing of concrete in structure.

3.2.13. Notify the Owner or Owner’s Representative 24 hours minimum prior to placing of any

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concrete.

3.2.14. Concrete shall be thoroughly compacted by means of internal mechanical vibrators.

Such compaction shall be produced as will be obtained by placing the vibrator directly in concrete at 18"-30" intervals for a period of approximately 5 to 15 seconds and withdrawing slowly or as directed, depending on the consistency of concrete. One vibrator will be required for each location where simultaneous placing takes place, to ensure thorough vibrating of all sections. Provide sufficient spare vibrators on the job so as to have them readily available in case any vibrator in use should suddenly cease to function properly. Where spare vibrators are employed provide additional spares. Under no condition shall vibrator be placed against reinforcing steel or attached to forms. Use no vibrators to transport material.

3.2.15. Vibrator shall be of the flexible immersion type having a frequency of not less than 7,000 rpm.

3.2.16. Spading will not be permitted on architectural concrete surfaces.

3.3. PLACING CAST-IN-PLACE CONCRETE

3.3.1. The concrete repair mix shall be batched, mixed, and placed by equipment that is expressly designed for that purpose.

3.3.2. Place concrete in accordance with ACI 304, ACI 301, ACI 318.

3.3.3. Notify the Owner or Owner’s Representative minimum 24 hours prior to commencement of operations.

3.3.4. Ensure reinforcement, inserts, embedded parts, formed joint fillers and joint devices are not disturbed during concrete placement.

3.3.5. Placing of concrete shall be done immediately after mixing. No concrete shall be placed or used after it has begun to set and no retempering will be allowed. The method used in placing shall be such that concrete is conveyed to place and deposited without separation of the ingredients. No concrete shall be placed with a free unconfined fall in excess of five (5) feet nor shall it be allowed to cascade through reinforcing steel in such manner as to promote segregation. Do not support runways on reinforcing steel.

3.3.6. Place concrete in accordance with ACI 301 Section 5. Repairing and patching of existing concrete work shall be expertly performed with specified mortar and grout materials. At completion, patched surfaces shall match adjacent existing surfaces as closely as possible. Where necessary to build out cut, spalled, or chipped concrete surfaces, follow mix design manufacturers instruction for placing multiple lifts. Float, trowel, or texture surfaces to match adjacent existing surfaces.

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3.3.7. Splash or accumulations of hardened or partially hardened concrete shall be removed.

Contact faces of forms for exposed concrete shall be protected from splash during placing of adjacent concrete. Concrete containing piping shall be placed in a manner that will prevent damage to pipes.

3.3.8. Deposit concrete in approximate horizontal layers not exceeding 24 inch in thickness, unless otherwise authorized. Placing of concrete shall be carried on in a continuous operation without interruption until placing of course, section, panel or monolith is completed. At least two (2) hours shall elapse after depositing concrete in walls or columns before depositing concrete in heads over openings, supported beams or slabs.

3.3.9. Distribution of concrete shall be even and continuous and no pour joints shall show. Before a pour is started, make certain that adequate equipment, men, and concrete will be available to pour in cycles which will permit proper and thorough integration of each layer of concrete. Upon stopping of a pour, the top surface shall be on a level. Points of deposit in walls shall be so spaced that it will not be necessary for concrete to flow laterally more than 24 inches.

3.3.10. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken.

3.3.11. Do not interrupt successive placement; do not permit cold joints to occur.

3.4. CONCRETE REPAIR

3.4.1. All concrete repair surfaces shall be prepared according to following procedures:

3.4.1.1. Saw cut concrete 1 inch deep at the boundary of defective area and extend as necessary to allow lapping of reinforcement. Square the repair area boundaries as necessary to provide neat appearance. Avoid re-entrant corners. Cutting and chipping work shall be neatly and accurately performed with proper tools and equipment. Cuts shall be of minimum size required for the work. Check the locations carefully of existing concrete reinforcement before cutting or chipping.

Existing work to remain shall be properly protected to prevent damage from cutting and chipping operations.

3.4.1.2. Chip all loose concrete with suitable mechanical tools until sound concrete is reached. Sound concrete shall be determined by the sound of hammer blow on the concrete surface.

3.4.1.3. Provide keys at edges where needed to lock the repair into the existing beam.

Use power wire brush and high-pressure air to clean concrete of dirt, dust, and loose particles.

3.4.1.4. Where rebar is exposed, chip concrete behind rebar at least 1 inch to provide

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room for repair material penetration and proper bonding. Clean exposed reinforcing bars with power wire brushing to remove all visible corrosion

3.4.1.5. Splash the repair area with a water jet to remove loose concrete, dust and other impurities.

3.4.1.6. If rebars require repair, perform the following:
 Chip sound concrete further beyond the location of section loss at both ends of the original rebar to provide enough lap length for rebar(s). Lap length shall be according to ACI 318.
 Provide a new rebar for loss on the original rebar.

3.4.1.7. The cleaned original rebar and new rebar shall be coated with 2 coats of Sika Armatec 100 EpoCem or approved equal, as directed by the manufacturer.

3.4.1.8. Concrete bonding agent, mortar, and grout shall be applied or installed where indicated, or where otherwise required, in accordance with the manufacturer's instructions and recommendations.

3.4.1.9. Install passive galvanic anodes as close to the edges of the area to be repaired as possible.

3.4.1.10. Place concrete repair material by forming or pumping, following manufacturer’s instructions.

3.5. TOLERANCES

3.5.1. Tolerances shall comply with ACI 117.

3.6. CONCRETE CURING AND FINISHING
Refer to Section 03 35 00 - Concrete Finishing for repairing of surface defects, finishing of formed surfaces, curing and protection of concrete surfaces.

3.7. EXECUTION QUALITY CONTROL

3.7.1. Field inspection and testing will be performed in accordance with ACI 301. Tests and inspections shall be performed by qualified individuals, engineering companies or testing laboratories who shall perform those special inspections required by California Building Code (CBC), Section 1705A.3, those tests and inspections specified below and such other tests and inspections as the Owner or Owner’s Representative may require to establish the acceptability of the work.

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3.7.2. Testing and inspection services will be retained by the Owner at its expense, except when tests or inspections reveal failure of materials to meet contract requirements, costs for subsequent tests and inspections will be deducted from the Contract Price.

3.7.3. Provide free access to Work and cooperate with Owner’s Representative.

3.7.4. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of work.

3.7.5. Tests of cement and aggregates may be performed to ensure conformance with specified requirements.

3.7.6. Furnish material and handling for test cylinders and any other samples which testing agency requires for analysis of concrete work. Batch tickets for each ready-mix truck shall be given to testing agency at time of discharge of concrete.

3.7.7. Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day, nor less than once for each 100 cubic yards of concrete or for each 1,600 square feet of surface areas placed, whichever is smaller.

3.7.8. Testing agencies shall supervise preparation and selection of samples taken at the job site.

Samples for strength tests shall be obtained in accordance with ASTM C172. Samples shall not be obtained until after all of the water has been added to the mixer. Samples shall not be obtained from the very first or last portions of the batch discharge.

3.7.9. Cylinders for strength tests shall be made and laboratory-cured in accordance with ASTM C31 and tested in accordance with ASTM C39.

3.7.10. A minimum of four standard cylinders shall be made for strength tests. One cylinder shall be tested at 7 days and two at 28 days. The 28-day strength shall be the average of the two cylinders tested. Cylinders will be numbered in sets (1A, 1B, 1C, 1D, 2A, 2B, etc.) and an accurate record kept of extent of placement represented by each set and type of concrete tested.

3.7.11. The unit weight and the temperature of the concrete shall be measured at same time cylinders are made.

3.7.12. Slump and air-content tests shall be made at the time of placement of concrete at the option of the Owner or Owner’s Representative as often as is necessary for control checks and acceptance purposes, and always when strength specimens are made.

3.7.13. Slump tests will be performed as per ASTM C143 (slump cone) at time of taking test cylinders.

3.7.14. Entrained air content will be tested as per ASTM C231 or C173.

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3.7.15. Drying shrinkage tests will be performed at per ASTM C157 (21 days of drying after 7 days of moist curing).

3.7.16. During the first 24 hours after molding, all test specimens shall be stored under conditions that maintain the temperature immediately adjacent to the specimens in the range of 60 degrees F to 80 degrees F and prevent loss of moisture from the specimens.

3.7.17. Compressive strength test reports shall be submitted to the Owner or Owner’s Representative and Contractor and shall contain the following information:

3.7.17.1. Individual test specimen strength and type of failure

3.7.17.2. Slump

3.7.17.3. Air content

3.7.17.4. Unit weight

3.7.17.5. Concrete and air temperature

3.7.17.6. Specimen number

3.7.17.7. Portion of structure represented by the concrete tested, as given to laboratory by Owner or Owner’s Representative

3.7.17.8. Date cast

3.7.17.9. Date tested

3.7.17.10. Concrete properties specified

3.7.18. Notice if tested concrete is not in conformance with specifications.

3.7.19. The Owner or Owner’s Representative may require strength tests of cylinders cured under field conditions to check adequacy of curing and protection of concrete in the structure.

3.7.20. Procedures for protecting and curing concrete shall be improved if 28-day strength of field-cured cylinders is less than 85 percent of that of companion laboratory-cured cylinders.

3.7.21. Cost of additional field-cured cylinders shall be paid by the Owner should tests indicate that curing and protection of the concrete structure is adequate.

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3.7.22. The following is subject to Special Inspection as per CBC, Section 1705A.3.

3.7.22.1. Taking of compression test specimens.

3.7.22.2. Placement of reinforced structural concrete as required by CBC, Section 1705A.3

3.8. ACCEPTANCE

3.8.1. Strength level of each type of concrete shall be considered satisfactory if the following requirements are met:

3.8.1.1. The average of any 3 consecutive strength tests shall be equal to or greater than the 28-day design compressive strength.

3.8.1.2. Not more than 10 percent of the strength tests shall have values less than the 28-day design compressive strength.

3.8.1.3. No individual strength test falls below the 28-day design compressive strength by more than 500 psi.

3.8.1.4. If any of these requirements are not met, tests of cores obtained from the area in question shall be performed.

3.8.1.5. Concrete in the area represented by core tests shall be considered structurally adequate if the average of 3 cores is equal to at least .85 times the 28-day design compressive strength and if no single core is less than 0.75 times the 28¬day design compressive strength.

3.8.2. If these criteria are not met, a structural strength investigation in accordance with ACI 318 shall be performed. Cost of the investigation, as well as cost of deficient concrete replacement shall be paid by the Contractor.

3.8.3. Should results of the compressive strength tests not meet the preceding requirements, the Contractor may be required to submit revised mix design data for concrete that will conform to the Specifications.

3.8.4. Concrete not conforming to required lines, dimensions, tolerances or specified requirements may be considered defective and repair or replacement of defective concrete shall be determined by the Owner or Owner’s Representative.

END OF SECTION

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SECTION 03 35 00

CONCRETE FINISHING

1. GENERAL

1.1. SUMMARY
Section Includes:

1.1.1. Repair of surface defects

1.1.2. Finishing of formed surfaces

1.1.3. Curing

1.2. RELATED SECTIONS
Section 03 11 00 Concrete Forming.

Section 03 30 00 Cast-In-Place Concrete.

1.3. REFERENCES

1.3.1. American Association of State Highway and Transportation Officials (AASHTO):

AASHTO M182 Burlap Cloth Made from Jute or Kenaf

1.3.2. American Concrete Institute (ACI):

ACI 117 Specification for Tolerances for Concrete Construction and Materials ACI 301 Specifications for Structural Concrete
ACI 308R Guide to External Curing of Concrete
ACI 503.4 Standard Specification for Repairing Concrete with Epoxy Mortars

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

ASTM C33 Standard Specification for Concrete Aggregates ASTM C150 Standard Specification for Portland Cement
ASTM C171 Standard Specification for Sheet Materials for Curing Concrete

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ASTM C309 Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete
ASTM C881 Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

1.4. SUBMITTALS

1.4.1. See Section 01 33 00 - Submittal Procedures for submittal procedures.

1.4.2. Shop Drawings:

1.4.2.1. Submit drawings, or diagrams to scale, that indicate the location in plan and elevation of all concrete finishes.

1.4.3. Product Data:

1.4.3.1. Submit manufacturers' product data for manufactured products.

1.4.3.2. Provide data on curing compounds, product characteristics, compatibility, and limitations.

1.4.4. Samples:

1.4.4.1. Submit 1/2-pint sample container of aluminum oxide and silicon carbide abrasive grit for review and acceptance where "non-slip finish" is indicated.

1.4.4.2. Submit samples not less than 12 inches by 12 inches in size of each type of sand blast finish, indicating materials and methods used to produce the sand blast finishes.

Review by the Owner or Owner’s Representative will be for color and texture only. Approved samples will become the Owner or Owner’s Representative's control samples.

1.4.5. Curing Procedures:

1.4.5.1. Submit description of proposed curing procedures for approval.

1.5. QUALITY ASSURANCE

1.5.1. Finishes:

1.5.1.1. Finishing of formed concrete surfaces shall conform to applicable requirements of ACI 301.

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2. PRODUCTS

2.1. TOOLS AND EQUIPMENT
The Contractor shall furnish all materials, tools, equipment, facilities, and services as required for performing the required concrete-finishing work.

2.2. MATERIALS

2.2.1. Portland Cement: ASTM C150, Type II, of same brand as used in the work. Furnish white Portland cement where required to produce color matching color of surrounding concrete.

2.2.2. Aggregate:

2.2.2.1. For Bonding Grout: ASTM C33, washed clean sand passing a No. 30 sieve.

2.2.2.2. For Patching Mortar: ASTM C33, washed clean, graded fine aggregate of suitable size for areas to be repaired. Clean coarse aggregate up to Size No. 8 may be added for repair of larger pockets and voids.

2.2.3. Commercial Patching Mortar: A structural repair mortar may be furnished if appropriate for the use and approved by the Owner or Owner’s Representative.

2.2.4. Epoxy Patching Mortar: As specified in ACI 503.4 for Epoxy Mortar.

2.2.5. Epoxy Adhesive: ASTM C881, Type II or Type V, epoxy-based bonding agent.

2.3. CURING MATERIALS

2.3.1. Damp Curing Materials:

2.3.1.1. Waterproof Sheet Materials: ASTM C171, waterproof paper with white paper face, polyethylene film pigmented white, or white burlap-polyethylene sheeting.

2.3.1.2. Burlap: AASHTO M182, of class or weight suitable for the use and location. Do not use burlap where concrete is exposed to direct sunlight.

2.3.2. Curing Compound: ASTM C309, liquid membrane-forming curing compound, Type 1, Class A or B as appropriate for the use or location.

Where concrete surfaces will receive architectural finishes, such as resilient floor coverings or paint, or membrane waterproofing, membrane-forming curing compound shall not leave a coating or residue that will impair bond of adhesives, paints, and coatings with concrete.

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3. EXECUTION

3.1. REPAIR OF SURFACE DEFECTS

3.1.1. Repair Standards: Repair of surface defects shall conform with applicable requirements of ACI 301. When using epoxy mortar, conform with applicable requirements of ACI 503.4.

3.1.2. Surface Defects:

3.1.2.1. Repair of surface defects shall begin immediately after form removal. For repair with epoxy mortar, concrete shall be dry.

3.1.2.2. Surface defects are defined to include: form-tie holes, injection ports, air voids or pockets, bug holes with a nominal diameter or depth greater than 1/4-inch, honeycombed areas, rock pockets, visible construction joints, fins and burrs.

3.1.2.3. Repair of surface defects shall be tightly bonded and shall result in concrete surfaces of uniform color and texture, matching adjacent surfaces, and free of shrinkage cracks.

3.1.3. Repair Work:

3.1.3.1. Remove honeycombed and other defective concrete down to sound concrete.

Saw-cut the edges perpendicular to the surface or slightly undercut. Featheredges will not be permitted. Dampen the area to be patched and an area at least 6 inches wide surrounding it to prevent absorption of water from the patching mortar.

3.1.3.2. Where rock pockets or similar defects or voids expose steel reinforcement, cutout to solid surface behind the reinforcing steel to provide suitable key-lock for patching mortar. Patching mortar shall envelope the exposed reinforcing bar.

3.1.3.3. Bond patching mortar to concrete with bonding grout or epoxy adhesive.

Bonding grout shall consist of 1 part Portland cement to 1 part No. 30 mesh sand, mixed to the consistency of a thick cream, and then well brushed onto the concrete. Bond commercial patching mortar to concrete in accordance with the manufacturer's instructions.

3.1.3.4. Make the patching mortar of the same materials and of approximately the same proportions as used for the concrete, except omit the coarse aggregate. Use not more than 1 part Portland cement to 2-1/2 parts sand by damp loose volume, and substitute white Portland cement for a portion of the regular gray Portland cement to produce patching mix matching the surrounding concrete in color when dry. Determine the proportion of white Portland cement by trial mixes and test areas, prior to repair of actual defective areas.

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3.1.3.5. After surface water has evaporated from the area to be patched, brush the bond coat well into the surface. When the bond coat begins to lose the water sheen, apply the patching mortar. Compact the mortar into place and strike off so as to leave the patch slightly higher than the surrounding surface. To permit initial shrinkage, leave the patch undisturbed for at least 1 hour before being finally finished. Keep the patched area damp for 7 days.

3.1.3.6. Neatly finish patched surfaces to match adjacent surrounding surface texture of concrete. Grind or fill surfaces to produce level and plumb, true planes.

3.1.3.7. Form tie holes shall be patched and finished flush with adjacent surface.

3.1.3.8. Patching of honeycombed areas or rock pockets that are too large and unsatisfactory for mortar patching shall be cut out to solid surface, keyed, and packed solid with matching concrete to produce firm bond and flush surface.

Patching shall match texture of adjacent surfaces where exposed in the finished work.

3.1.3.9. Repair work in exposed locations that does not match the texture and color of surrounding adjacent surfaces or that was not well performed shall be removed and performed again until the repair work conforms with Specification requirements.

3.1.3.10. Surfaces to receive membrane waterproofing shall have fins and loose material removed, and voids and cracks patched flush with adjacent surfaces.

3.1.3.11. Completed repairs shall be cured as herein specified under Article 3.04, Curing.

3.2. FINISHING OF FORMED SURFACES

3.2.1. Unexposed surfaces: Concrete to receive membrane waterproofing shall receive a "smooth form finish" in accordance with ACI 301.

3.2.2. Exposed Surfaces: Unless indicated otherwise, concrete that will be exposed in the completed structure shall receive the following finishes as indicated: Smooth Form Finish: Conform to ACI 301.

3.2.3. Construction Joints: Use technique acceptable to the Owner or Owner’s Representative to achieve uniform treatment of construction joints.

3.2.4. Protection and Repair:

3.2.4.1. Protect adjacent materials and finishes from dust, dirt, and other surface or physical damage during abrasive blast finishing operations. Provide protection

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as required and remove from site at completion of the work.

3.2.4.2. Repair or replace other work damaged by finishing operations.

3.2.5. Clean-up: Maintain control of concrete chips, dust, and debris in each area of the work.

Clean up and remove such material at the completion of each day of operation. Prevent migration of airborne materials by use of tarpaulins, wind breaks, and similar containing devices.

3.3. TOLERANCES
Tolerances shall comply with ACI 117.

3.4. CURING

3.4.1. Curing Standards: Curing of concrete shall conform with applicable requirements of ACI 301 and ACI 308R, except that the duration of the curing period shall be ten days. Curing with earth, sand, sawdust, straw, and hay will not be permitted.

3.4.2. Curing Requirements:

3.4.2.1. Concrete shall be cured with waterproof sheet materials, damp burlap, or curing compounds.

3.4.2.2. Curing compounds shall not be used on surfaces when their use may be detrimental to bonding of concrete, mortar, membrane waterproofing, caulking and sealants, adhesives, plaster, paint, or the specified surface finish or coating.

3.4.2.3. When applying compound, the surfaces shall be damp but shall be free from standing water.

3.4.2.4. Surfaces shall be covered with a uniform and even film of compound, as supplied. Using pressurized spray equipment; apply in a single coat to achieve total coverage as recommended by the manufacturer.

3.4.2.5. Vertical surfaces shall be cured by keeping the forms wet at all times and by leaving the forms in place as long as possible. After removal of forms, concrete shall be kept continuously damp by fog spraying or otherwise washing down the concrete in an accepted manner until ten days after placing. Protect exposed surfaces by covering with sheet materials or burlap kept continuously moist.

3.4.2.6. Horizontal surfaces shall be cured and protected by covering the finished surfaces with waterproof sheet materials or damp burlap, left in place for a minimum of ten days and kept continuously moist.

3.4.2.7. Curing Compound: Application of curing compound shall conform to applicable

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requirements of ACI 308.

3.5. PROTECTION
Protect fresh concrete from drying winds, rain, damage, or soiling.

END OF SECTION

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Section 03 41 00 Page 1 of 8
SECTION 03 41 00

PRECAST STRUCTURAL CONCRETE

1. GENERAL

1.1. SUMMARY
Section Includes:

1.1.1. The work under this Section consists of furnishing all labor, materials, equipment, services and other items necessary for the precast concrete handrails, and repairing incidental items related to defects on concrete members to restore them to their original geometry.

1.1.2. Precast Handrail Panels.

1.2. RELATED SECTIONS
Section 03 11 00 Concrete Formwork
Section 03 20 00 Concrete Reinforcing
Section 03 30 00 Cast in Place Concrete
Section 03 35 00 Concrete Finishing

1.3. REFERENCES

1.3.1 American Concrete Institute (ACI):

ACI 301 Specifications for Structural Concrete
ACI SP-066 Detailing Manual
ACI 318 Building Code Requirements for Structural Concrete ACI 439.3R Types of Splices for Reinforcing Bars

1.3.2 American Society for Testing and Materials (ASTM):

ASTM A370 Standard Test Methods and Definitions for Mechanical Testing of Steel Products

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ASTM A615 Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
ASTM A706 Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement
ASTM A1064 Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

1.3.3 Concrete Reinforcing Steel Institute (CRSI):

CRSI Manual of Standard Practice
CRSI Placing Reinforcing Bars

1.3.4 Precast / Prestressed Concrete Institute (PCI):

PCI MNL-116 Manual for Quality Control form Plants and Production of Structural Precast Concrete Products
PCI MNL-120 PCI Design Handbook: Precast and Prestressed Concrete PCI MNL-123 Design and Typical Details of Connections for Precast and Prestressed Concrete

1.4 COORDINATION

1.4.1 Provide individual templates for each type of precast panel showing location of dowel sleeves in precast panels to the Contractor.

1.4.2 Templates shall be clearly marked with identification and orientation to match the precast panels. Templates shall be single continuous form.

1.5 SUBMITTALS

1.5.1 Submit qualifications and certifications for the precast manufacturer.

1.5.2 Shop Drawings:

1.5.2.1 Submit complete shop drawings for all precast concrete handrails.

1.5.2.2 Indicate descriptions, details, dimensions, arrangements and assemblies, locations of reinforcing steel and surface finishes. Include details of anchorage, lifting inserts and devices. Include designated lifting and support points.

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1.5.3 Submit mix design, of each type and strength of concrete being used, a minimum of three weeks prior to first scheduled placement of concrete.

1.5.4 Submit the name of concrete supplier and source of aggregates.

1.5.5 Submit the names of concrete admixtures and admixture manufacturer with verification of conformance to chloride ion content requirements.

1.5.6 For pre-packaged concrete repair materials,

1.5.6.1 Product data sheets for concrete repair mix.

1.5.6.2 Name, address, telephone number and contact name of proposed repair mix supplier.

1.5.7 Certifications by manufacturers or suppliers that materials meet contract specifications and job requirements. Include certifications for admixtures.

1.5.8 Cement and Aggregates:

Furnish the following data:

1.5.8.1 Mill certificates from cement manufacturer certifying that cement meets Specifications and is suitable for purpose intended.

1.5.8.2 Proof of aggregate’s compatibility with cement to be used and certification that aggregates meet Specifications. The Owner or Owner’s Representative reserves the right to have its testing agency perform any additional tests on cement and aggregates that may be deemed advisable.

1.6 QUALITY ASSURANCE
Conform to PCI MNL-116, PCI MNL-120, and PCI MNL-123.

1.7 QUALIFICATIONS

1.7.1 Fabricator: Company specializing in fabricating products specified in this Section must present minimum five years of documented experience.

Certifications shall include PCI Grade B1 or C1. Alternatively, supplier qualified and preapproved for Caltrans projects are acceptable. Equivalent qualifications and certifications may be submitted for review and approval at sole discretion of the Owner.

1.7.2 Erector: Company specializing in performing Work of this Section with minimum of five

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Section 03 41 00 Page 4 of 8
years of documented experience and approved by the manufacturer.

1.8 DELIVERY, STORAGE, AND HANDLING

1.8.1 Store all materials used to manufacture precast members according to the manufacturer instructions.

1.8.2 Storage areas for precast members must be stabilized, and suitable foundation must be provided so differential settlement or twisting of member will not occur.

1.8.3 Avoid stacking precast members. When stacking is necessary, stack members with adequate dunnage and bracing to control cracking, distortion, warping or other physical damage. Stacking members such that lifting devices are undamaged and will be accessible.

1.8.4 Handling:

1.8.4.1 Handle precast members in position consistent with their shape and design.

1.8.4.2 Lift and support only from designated support points shown in Shop Drawings.

1.8.4.3 Use lifting or handling devices capable of supporting members in positions anticipated during manufacture, storage, transportation, and erection.

1.8.5 Transport precast members in a manner to avoid excessive stresses that could cause cracking or other damage.
2 PRODUCTS

2.1 MATERIALS

2.1.1 Cement: ASTM C150, Type II / III / V - Portland cement. Use one brand of cement throughout project unless otherwise acceptable to Owner or Owner’s Representative.

2.1.2 Fine and Coarse Aggregates: ASTM C33. Source shall be constant unless 10 days prior notice is given for approval after recheck of mix design. Aggregate shall be free of chemicals and minerals deleterious to concrete.

2.1.3 Mixing Water: Clean, potable, and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances that may be deleterious to concrete, reinforcement or embedded items.

2.2 ADMIXTURES

2.2.1 Air Entrainment: ASTM C260 – Minimum air entrainment shall be 5% by volume. Air

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entrainment agents shall not exceed 6% by volume.

2.2.2 Water Reducing: ASTM C494, Type A - Water Reducing. Accelerating Admixtures are not permitted except on written permission of Owner or Owner’s Representative.

2.2.3 Prohibited Admixtures: Calcium Chloride, Thiocyanates or Admixtures containing more than 0.05% chloride ions are not permitted.

2.2.4 Calcium Nitrate Corrosion Inhibitor Admixtures: ASTM C494 and shall contain 32% calcium nitrate by weight.

2.2.4.1 Acceptable Materials: DCI or DCI-S manufactured by W.R. Grace & Company

2.2.4.2 Alternate Materials: Rheocrete CNI manufactured by Mater Builders. Inc.

2.2.4.3 Mix Proportion: The above-referenced Calcium Nitrate Admixture shall be added at a rate of four gallons per cubic yard of concrete.

2.2.5 Pozzolan Admixtures: ASTM C618.

2.2.6 Silica Fume Admixture: acceptable at a replacement rate of 5-10% with addition of water reducing agent.

2.3 CONCRETE MIX
See Specification 03 30 00 Cast in Place Concrete, Section 2.6 Concrete Mix

2.4 AGGREGATES
See Specification 03 30 00 Cast in Place Concrete, Section 2.8 Aggregates

2.5 COARSE AGGREGATES
See Specification 03 30 00 Cast in Place Concrete, Section 2.9 Coarse Aggregate

2.6 FINE AGGREGATE
See Specification 03 30 00 Cast in Place Concrete, Section 2.10 Fine Aggregate

2.7 FABRICATION

2.7.1 Comply with PCI MNL-116, ACI 318 and applicable codes for concrete.

2.7.2 Maintain plant records and quality control program during production of precast members and make records available upon request by the Owner or Owner’s

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Representative.

2.7.3 Ensure that reinforcing steel, anchors, inserts and other cast items are embedded, located and secured in place as indicated on the Contract plans or as approved in Shop Drawings. Sleeves and inserts to be used for lifting or erection of precast members shall be protected from damage and blockage.

2.7.4 Lifting inserts shall be hot-dipped galvanized or stainless steel. The exposed ends of the lifting inserts should be accessible to cut or removed after erection of precast members.

The recess after cutting or removing the inserts shall be filled with non-shrinking cementitious grout and trowel flush.

2.7.5 Minimum concrete coverage for steel reinforcement shall be as specified in the contract plans and noted on the shop drawings.

2.8 IDENTIFICATION
Mark each member for identification, orientation, and date of production on the unexposed face of the concrete.
3 EXECUTION

3.1 VERIFICATION OF CONDITIONS

3.1.1 Verify that inserts and sleeves are undamaged and clear of any blockage.

3.1.2 Verify condition of the pier deck before installation of the precast panels. Notify the Owner or Owner’s Representative if the pier deck is unsound and requires repair.

3.2 ERECTION

3.2.1 Contractor shall use the templates from the precast manufacturer for installing rebar dowels in the pier deck to match location in the precast panels.

3.2.2 Precast members shall be erected after the concrete has attained the specified compressive strength, unless otherwise approved by the precast manufacturer.

3.2.3 Erect in accordance with the approved shop drawings.

3.2.4 Place precast members level, plumb, square and true within tolerances. Align member ends. Attain joint gaps between precast members with plastic spacers.

3.2.5 Ensure dowels in pier deck are sufficiently embedded in the dowel sleeves of the precast members.

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3.2.6 Insert tubing into bottom port of the dowel sleeve and pump specified grout until it flows out of the top port. Cap ports after grouting to prevent grout from leaking out of the sleeve assembly.

3.2.7 Provide temporary brace and support for the precast members. Maintain in place while grout cures sufficiently in the dowel sleeves as specified by the grout manufacturer.

3.3 CLEANING

3.3.1 Reinforcement at time of depositing concrete shall be free of corrosion and coatings that may impair bond with concrete, such as form oil, mill scale, or loose deposits of rust and other corrosion.

3.3.2 Clean dirt or blemishes from exposed surfaces.

3.4 TOLERANCES

3.4.1 Tolerances shall comply with PCI MNL-116.

3.5 FINISHES

3.5.1 Exposed to view finished surfaces of precast members shall be uniform in color and appearance.

3.5.2 Curing:

3.5.2.1 Cure members under identical conditions to develop required concrete quality.

3.5.2.2 Minimize appearance blemishes including non-uniformity, staining and surface cracking.

3.5.3 Provide PCI MBL-116 – Standard grade surface finish.

3.6 FIELD QUALITY CONTROL

3.6.1 Prior to erection, and again after installation, precast members shall be checked for damage, such as cracking, spalling and honeycombing and repaired for acceptance by the Owner or Owner’s Representative.

3.6.2 Repairs shall require removal of all unsound concrete prior to applying concrete bonding agent, mortar, and grout in accordance with the manufacturer’s instructions and recommendations. The repaired surfaces shall match the color and finish of the adjacent concrete.

3.6.3 Any surface that does not meet the surface finish requirement must be repaired, or the

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member be removed and replaced with new precast members.

END OF SECTION

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Section 03 60 00 Page 1 of 4
SECTION 03 600

GROUTING

1. GENERAL

1.1. SUMMARY

1.1.1. The work under this Section consists of furnishing all labor, materials, equipment, services, and other items necessary for installing grout in precast handrails.

1.1.1.1. Pump grout into corrugate sleeves embedded in precast handrails after inserting the rebar dowels from the pier deck. Corrugated sleeves are an alternative for grouted sleeve splice system.

1.2. RELATED SECTIONS
Section 05 05 19 Post-Installed Concrete Anchors
Section 03 30 00 Cast-In-Place Concrete
Section 03 20 00 Concrete Reinforcing
Section 03 41 00 Precast Structural Concrete

1.3 REFERENCES

1.3.1 ACI 318 Building Code Requirements for Structural Concrete and Commentary

1.3.2 CRD-C 621 Corps of Engineers Specification for Non-shrink Grout.

1.3.3 ASTM C1107 Standard Specification for Packaged Dry, Hydraulic Cement Grout (Nonshrink)

1.3.4 ASTM C1019 Standard Test Method for Sampling and Testing Grout.

1.3.5 California Building Code (CBC)

1.4 SUBMITTALS

1.4.1 For pre-packaged grout,

1.4.1.1 Product data sheets for concrete repair mix

1.4.1.2 Name, address, telephone number and contact name of proposed repair mix

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supplier

1.4.1.3 Product Datasheet

1.4.1.4 Curing Method for Grout recommended by the manufacturer.

1.4.1.5 Manufacturer’s Certificate of Compliance:
a. Grout free from chlorides and other corrosion-causing chemicals. b. Nonshrink grout properties of Category II and Category III, verifying expansion at 3 days or 14 days will not exceed the 28-day expansion and nonshrink properties are not based on gas or gypsum expansion.

1.5 QUALIFICATIONS

1.5.1 Installer shall be trained representative of the grout manufacturer with minimum of 1-year experience that has resulted in successful installation of grouts in rebar splice sleeves or similar application.
2 PRODUCTS

2.1 PREPACKAGED GROUTS

2.1.1 Nonshrink Grout:

2.1.1.1 Nonshrink grout shall be a prepackaged, inorganic, non-gas-liberating, nonmetallic, cement-based grout requiring only the addition of water. Manufacturer's instructions shall be printed on each bag or other container in which the materials are packaged. The specific formulation for each class of non-shrink grout specified herein shall be that recommended by the manufacturer for the particular application.

2.1.1.2 Non-shrink grouts shall have a minimum 28-day compressive strength of 7,000 psi; shall have no shrinkage (zero percent) and a maximum 4.0 percent expansion in the plastic state when tested in accordance with ASTM C 827; and shall have no shrinkage (zero percent) and a maximum of 0.2-percent expansion in the hardened state when tested in accordance with CRD C 621.

2.1.1.3 Application: Pump grout into corrugated sleeves embedded in precast handrails after inserting the rebar dowels from the pier deck.

2.1.1.4 Grout for the grouted sleeve splice system shall be per recommendation of the splice system manufacturer.

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2.2 CEMENT GROUT

2.2.1 Cement Grout: Cement grout shall be composed of one part cement, 3 parts sand, and the minimum amount of water necessary to obtain the desired consistency. Where needed to match the color of adjacent concrete, white portland cement shall be blended with regular cement as needed. The minimum compressive strength at 28 days shall be 7000 psi.

2.2.2 Cement shall be as specified in Section 03 30 00 Cast-in-Place Concrete.

2.3 CONSISTENCY

2.3.1 The consistency of grouts shall be that necessary to completely fill the space to be grouted for the particular application. Dry pack consistency is such that the grout is plastic and moldable but will not flow. Where "dry pack" is specified, it shall mean a grout of that consistency; the type of grout to be used shall be as specified herein for the particular application.

2.4 MEASUREMENT OF INGREDIENTS

2.4.1 Measurements for cement grout shall be made accurately by volume using appropriate containers. Shovel measurement will not be allowed.

2.4.2 Prepackaged grouts shall have ingredients measured by means recommended by the manufacturer.
3 EXECUTION

3.1 GENERAL

3.1.1 All surface preparation, curing, and protection of cementitious grout shall be as specified by the manufacturer of the pre-packaged grout or Section 03 30 00 Cast-in-Place Concrete. The finish of the grout surface shall match that of the adjacent concrete.

3.1.2 All mixing, surface preparation, handling, placing, consolidation and other means of execution for prepackaged grouts shall be done according to the printed instructions and recommendations of the manufacturer.

3.2 FIELD QUALITY CONTROL

3.2.1 Evaluation and Acceptance of non-shrink Grout:

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3.2.1.1 Perform flow cone and bleed tests and make three 2-inch by 2-inch cubes for each 25 cubic feet of each type of nonshrink grout used. Use restraining caps for cube molds in accordance with ASTM C1107/C1107M.

3.2.1.2 For large grout applications make three additional cubes and one more flow cone test. Include bleed test for each additional 25 cubic feet of nonshrink grout placed.

3.2.1.3 Consistency: Grout with consistencies outside range requirements shall be rejected.

3.2.1.4 Segregation: Grout when aggregate separates shall be rejected.

3.2.1.5 Nonshrink grout cubes shall test equal to or greater than minimum strength specified.

3.2.1.6 Strength Test Failures: Nonshrink grout work failing strength tests shall be removed and replaced.

3.2.1.7 Perform bleeding test to demonstrate grout will not bleed.

3.2.1.8 Independent testing laboratory shall prepare, store, cure, and test cubes in accordance with ASTM C1107/C1107M.

END OF SECTION

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SECTION 03 64 23

CRACK REPAIR BY EPOXY INJECTION

1. GENERAL

1.1. SUMMARY
Section Includes:

1.1.1. Repair of cracks up to 1/4 inch in width in concrete members by epoxy injection.

1.2. REFERENCE

1.2.1. American Concrete Institute (ACI)
503.7 Specification for Crack Repair by Epoxy Injection

1.2.2. American Society for Testing and Materials (ASTM) C881 Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete C882 Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear
D638 Standard Test Method for Tensile Properties of Plastics D695 Standard Test Method for Compressive Properties of Rigid Plastics D732 Standard Test Method for Shear Strength of Plastics by Punch Tool D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials

1.3. SUBMITTALS

1.3.1. Product Data: Contractor shall submit manufacturer’s product data and instructions, completely describing all products. Submit Material Safety Data Sheets (MSDS) for each product.

1.3.2. Certification: Contractor shall provide certificates listing materials used in accepted manufacturer's systems and certify compliance with standards designated.

1.3.3. Procedure: Contractor shall submit for approval, detailed procedures for the epoxy injection, including all equipment; detailed procedures and diagrams showing methods to be used to prevent epoxy, related materials, and debris from entering the water; and a quality assurance plan.

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1.3.4. Qualification Data:

1.3.4.1. Manufacturer Qualifications: Contractor shall submit documentation of similar projects successfully completed using the manufacturer’s system proposed for the Work extending over the previous five (5) years.

1.3.4.2. Applicator’s Qualifications: Contractor shall submit list of projects that demonstrate the applicator’s qualifications along with references associated with these projects to Owner before the start of work. Refer to Article 1.5 for details of applicator qualifications.

1.3.4.3. Applicator’s Training: Contractor shall submit documentation that individual workers who will be engaged in the epoxy injection process have completed a program of instruction in restoring concrete structures and have a minimum of two (2) years of application experience. Refer to Article 1.5 for details of worker qualifications.

1.4. QUALITY ASSURANCE

1.4.1. Applicator’s Qualifications: Epoxy injection work shall be performed by licensed applicators of a nationally-known and recognized injection process that has been successfully used on at least three (3) similar structural repairs and minimum 5,000 linear feet.

1.4.2. Applicator’s Training: The applicator's workers engaged in the epoxy injection process shall have satisfactorily completed a program of instruction in the methods of restoring concrete structures utilizing the specific epoxy injection process indicated and also have a minimum of two (2) years of application experience on projects of similar scope and magnitude. The curriculum shall include theory on the nature and causes of cracking concrete, methods for permanently repairing damaged concrete structures, and the technical aspects of correct material selection and blending.

1.5. DELIVERY, STORAGE, AND HANDLING

1.5.1. Contractor shall deliver products in original factory packaging, bearing identification of product, manufacturer, batch number, and expiration date as applicable. Product that has exceeded the imprinted expiration dates shall not be used and shall be removed from the site and properly disposed of.

1.5.2. Contractor shall store products in a location protected from freezing, damage from construction activity, precipitation, and direct sunlight in strict accordance with the manufacturer's recommendations.

1.5.3. Contractor shall condition products for use in accordance with the temperature range recommended by the manufacturer.

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1.6. PROJECT CONDITIONS
Contractor shall not use products under conditions of precipitation or in any other detrimental weather conditions as prescribed by the manufacturer. Contractor shall use appropriate measures for protection and supplementary heating to ensure proper curing conditions in accordance with the manufacturer’s recommendations if application during inclement weather occurs.

2. PRODUCTS

2.1. MATERIALS
All products and suppliers must be approved by Owner or Owner’s Representative. Any material not previously approved shall be submitted for approval a minimum of 30 days before intended use. All products selected for this task shall be designed to perform as described herein in a submerged marine environment. Contractor shall provide manufacturer’s certification of this capability. All products must be used in accordance with the approved manufacturer’s recommendations.

2.1.1. Epoxy Resin (for pressure injection of cracks)

2.1.1.1. Type. The injection resin shall be a two-component, 100 percent solids, moisturetolerant, low-viscosity, high-strength, structural epoxy-resin adhesive suitable for hot weather and underwater application, conforming to ASTM C881 Type IV, Grade 1, such as:
 Sikadur 35, Hi-Mod LV
 Dayton Superior Sure Inject™ J56
 Or approved equal

2.1.1.2. Physical Characteristics. Following are required properties of cured materials, tested at 73°F except as stated herein:

Flexural Strength ASTM D790: 8,000 psi. min.

Tensile Strength ASTM D638 @ 7 days: 7,000 psi. min.

Compressive Modulus ASTM D695: 2.0 x 105 psi. min.

Compressive Yield Strength ASTM D695 @ 7 days: 10,000 psi min.

Elongation at Break ASTM D638: 1.0 percent min.

Shear Strength ASTM D732: 5,100 psi. min.

Bond Strength at 14 days, ASTM C882: 1,500 psi. min.

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2.1.2. Equipment (for metering, mixing and injecting)

2.1.2.1. Type: The equipment used to meter and mix the two injection adhesive components and inject the mixed adhesive into the crack shall be portable, positive displacement type pumps with interlock to provide positive ratio control of exact proportions of the two components at the nozzle. The pumps shall be electric, or air powered and shall provide in-line mixing and metering system, and shall contain drain-back plugs.

2.1.2.2. Discharge Pressure: The injection equipment shall have the capability of discharging the mixed adhesive at pressure up to 200 psi and maintaining that pressure.

2.1.2.3. Ratio Tolerance: The equipment shall have the capability of maintaining the mix ratio for the injection adhesive prescribed by the manufacturer of the adhesive within a tolerance of plus or minus 5 percent by volume at any discharge pressure up to 200 psi.

2.1.3. Surface Seal (for cap sealing cracks and injection ports). Contractor shall use sealant as specified by the manufacturer and approved by the Owner or Owner’s Representative.

2.1.4. Back-up System. Contractor shall provide and maintain in good working condition a back-up injection system that can readily replace the primary unit should it malfunction during injection operations.

2.1.5. Material shall be suitable for use at substrate and ambient temperatures up to 110°F and 100% relative humidity.

3. EXECUTION

3.1. GENERAL
Contractor shall follow ACI 503.7.

3.2. PREPARATION

3.2.1. Examination: Prior to installation of materials, Contractor shall inspect the substrate and report any unsatisfactory conditions to the Owner or Owner’s Representative. Cracks identified by Contractor and accepted by the Owner or Owner’s Representative, and cracks identified by the Owner or Owner’s Representative shall be injected.

Commencement of work shall constitute Contractor’s acceptance of substrate.

3.2.2. Contractor shall clean surfaces adjacent to cracks or other areas of application of dirt, dust, grease, oil, efflorescence, or other foreign matter detrimental to application of epoxy

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injection surface seal system.

3.2.3. Contractor shall remove loose material by hand or mechanically in accordance with standard practice.

3.2.4. Contractor shall clean surfaces using high-pressure water blasting and in accordance with the manufacturer's recommendations and instructions. Standing water shall be removed as required by the manufacturer.

3.3. APPLICATION

3.3.1. Application of Surface Seal

3.3.1.1. Contractor shall seal cracks to be injected with surface sealer material in such a manner that no defacing or discoloration of concrete surfaces shall result.

3.3.1.2. Contractor shall provide entry ports in surface seals spaced not greater than recommended by the grout manufacture and per the manufacturer’s specifications, to accomplish travel of injected material between ports and fill cracks completely with epoxy.

3.3.2. Epoxy Injection

3.3.2.1. Contractor shall inject epoxy under constant pressure in accordance with procedures as recommended by the manufacturer or as required to approach 100 percent penetration of cracks without inclusion of air or water pockets or voids in epoxy and as required to achieve structural bonding.

3.3.2.2. Contractor shall begin injection of epoxy at a lower entry port and continue until there is an appearance of epoxy at the entry port directly adjacent to or above the entry port being pumped, thus indicating epoxy travel.

3.3.2.3. When epoxy travel is indicated, Contractor shall discontinue injection on the entry port being pumped, seal it, and transfer epoxy injection to next adjacent port.

3.3.2.4. Contractor shall perform epoxy injection continuously until cracks are completely filled.

3.3.2.5. Finishing Requirements
 When cracks are completely filled, cure epoxy for sufficient time to allow removal of surface seal without any draining or runback of epoxy material from cracks.
 Remove surface seals and clean concrete surfaces in accordance with manufacturer’s recommendations as required to produce flush surface.

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 64 23 Page 6 of 7

3.3.2.6. Special Requirements.
 If penetration of cracks is impossible, Contractor shall immediately notify the Owner or Owner’s Representative.
 Modifications to epoxy injection installation procedures. If, in order to achieve required penetration of areas being injected, epoxy injection installation procedures specified herein require modification, Contractor shall submit such modifications to the Owner or Owner’s Representative for acceptance prior to recommencing work.

3.4. FIELD QUALITY CONTROL

3.4.1. Measures for quality control shall be provided within Contractor’s Quality Control Plan.

The following shall also be observed by Contractor:

3.4.2. Test for Proper Ratio:

3.4.2.1. Method. The mixing head of the injection equipment shall be disconnected, and the two adhesive components shall be pumped simultaneously through the ratio check device. The ratio check device shall consist of two independent valved nozzles capable of controlling flow rate and back pressure by opening or closing the valve to restrict material flow. There shall be a pressure gauge capable of sensing the back pressure behind each valve. The discharge pressure shall be adjusted to 200 psi for both adhesive components. Both adhesive components shall be simultaneously discharged into separate calibrated containers. The amounts discharged into the calibrated containers simultaneously during the same time period shall be compared to determine the mix ratio. After the test has been completed at a 200-psi discharge pressure, the procedure shall be repeated for 0-psi discharge pressure.

3.4.2.2. Frequency of Test for Proper Ratio. The ratio test shall be run for each injection unit at the beginning and at the end of every day that unit is used in the work of crack repair.

3.4.3. Proof of Load

3.4.3.1. At all times during the course of the work Contractor shall keep complete and make accurate records available to the Owner or Owner’s Representative of the ratio test specified above.

3.4.3.2. In addition, the Owner or Owner’s Representative at any time without prior notification to Contractor may request Contractor to conduct the test specified above in the presence of Owner and/or their Representative.

3.5. CLEANING

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 64 23 Page 7 of 7

3.5.1. Contractor shall prevent epoxy sealer, adhesive, and debris from being deposited into the coastal waters. Contractor shall protect all surroundings from products. Contractor’s methods for accomplishing this shall be provided with shop drawing submittals. Obtain acceptance by the Owner or Owner’s Representative of the methods prior to beginning work.

3.5.2. Contractor shall remove all debris related to the application of the epoxy adhesive from the job site in accordance with all applicable regulations for hazardous waste disposal.

3.5.3. Contractor shall remove injection ports and patch the holes left behind by ports with epoxy.

END OF SECTION

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 93 10 Page 1 of 5
SECTION 03 93 10

EMBEDDED GALVANIC ANODES

1. GENERAL

1.1. SUMMARY

1.1.1. Section Includes: Furnishing all labor, tools, materials, equipment and services necessary to properly install embedded galvanic anodes as required for concrete repairs.

1.1.2. Embedded galvanic anodes are designed to provide localized corrosion protection. When placed at the appropriate spacing along the perimeter of concrete patches or along the interface between new and existing concrete, the anodes mitigate the formation of new corrosion sites in the existing concrete in adjacent areas.

1.2. RELATED SECTIONS
Section 03 20 00 Concrete Reinforcing
Section 03 30 00 Cast in Place Concrete
Section 03 92 00 Concrete Resurfacing & Rehabilitation

1.3. REFERENCES

1.3.1 American Concrete Institute (ACI):

ACI Concrete Repair Manual
ACI 222R Guide to Protection of Reinforcing Steel in Concrete against Corrosion

1.3.2 American Society for Testing and Materials (ASTM):

ASTM B6-18 Standard Specification for Zinc
ASTM A82-07 Specification for Plain Steel Wire for Concrete Reinforcement

1.3.3 International Concrete Repair Institute (ICRI):

ICRI 310.1R-2008 Guide for Surface Preparation for the Repair of Deteriorated Concrete resulting from Reinforcing Steel Corrosion

1.4 SUBMITTALS

1.4.1 Product Data:

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 93 10 Page 2 of 5

1.4.1.1 Submit manufacturers' product data and installation instructions for proprietary manufactured materials and reinforcement accessories.

1.1.1.1. Submit Material Safety Data Sheets (MSDS) for each product.

1.2. DELIVERY, STORAGE, AND HANDLING

1.2.1. Contractor shall follow manufacturer recommendation and guidelines for storage and handling of the anodes. Anodes shall be stored in original unopened boxes and should be installed within one year.
2 PRODUCTS

2.1 MATERIALS

2.3.1 Embedded galvanic anodes shall be pre-manufactured, consist of a minimum of 3.5 oz. (100 g) of zinc and encased in a highly alkaline cementitious shell with a pH of 14 or greater.

2.3.2 Embedded galvanic anodes shall be Sika Galvashield XP+, Sika Ferrogard 670 or approved equal.

2.3.3 Application for equals to include:

2.3.3.1 Encased in a highly alkaline cementitious shell with a pH of 14 or greater.

2.3.3.2 Provide a minimum of 10 years service life in similar environment with similar proven performance record.

2.3.3.3 Contain no added constituents corrosive to reinforcing steel or detrimental to concrete, e.g., chloride, bromide, sulfates etc.

2.3.3.4 Utilized on a minimum of three projects of similar size and application.

2.3.3.5 Anode units shall be supplied with solid zinc (ASTM B6 compliant) core cast around integral bright annealed steel (ASTM A82) tie wires for tying to the reinforcing steel.

2.3.3.6 Anode units shall be supplied with integral unspliced tie wires such that the zinc anode is connected to the reinforcement enabling electrical contact.

2.3.3.7 Third party product evaluation such as from Concrete Innovations Appraisal Service, BBA, etc.

2.3.4 Repair mortars, concrete and bonding agent shall be Portland cement-based materials with suitable electrical conductivity less than 15,000 ohm-cm. Non-conductive repair materials

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 93 10 Page 3 of 5
such as epoxy, urethane or magnesium phosphate shall not be permitted. 3 EXECUTION

3.1 CONCRETE REMOVAL

3.1.1 Remove all loose, delaminated or damaged concrete.

3.1.2 Undercut all existing exposed reinforcing by removing concrete from the full circumference of the steel as per ICRI 310.1R.

3.1.3 Concrete removal shall continue along the reinforcing steel until there are no visible signs of corrosion as per ICRI 310.1R

3.2 CLEANING AND REPAIR OF REINFORCING STEEL

3.2.1 Reinforcing steel at time of depositing concrete or mortar shall be free of corrosion and coatings that may impair bond with concrete, such as form oil, mill scale, or loose deposits of rust and other corrosion.

3.2.2 Clean all existing exposed reinforcing steel of rust, mortar etc., to provide sufficient electrical connection and mechanical bond.

3.2.3 If significant reduction in the cross section of the reinforcing steel has occurred, replace or install supplemental reinforcement as directed by the Owner or Owner’s Representative.

3.2.4 Secure loose reinforcing steel by tying tightly to other bars with steel tie wire.

3.3 EDGE AND SURFACE CONDITIONING OF CONCRETE

3.3.1 Concrete patches or repair areas shall be square or rectangular in shape with squared corners.

3.3.2 Saw cut patch or repair area boundary 1/2 inch deep or less if required to avoid cutting reinforcing steel.

3.3.3 Create a clean, sound substrate by removing bond-inhibiting materials from the concrete substrate by high pressure water blasting or abrasive blasting.

3.4 GALVANIC ANODE INSTALLATION

3.4.1 Install anodes and repair material immediately following preparation and cleaning of the steel reinforcement.

3.4.2 Anodes shall be installed along the perimeter of the repair or interface at the spacing

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 93 10 Page 4 of 5
specified on the drawings. Anode spacing will vary with changes in the reinforcing steel density, the level of chloride in the structure and the corrosivity of the local environment.

3.4.3 Provide sufficient clearance between the anodes and substrate to allow repair material to encase the anodes.

3.4.4 Secure the anodes as close as possible to the patch or repair area edge using the anode tie wires. The tie wires shall be wrapped around the cleaned reinforcing steel and twisted tight to allow little or no free movement.

3.4.4.1 If less than 1 inch of concrete cover is expected, place anode beside or beneath the reinforcing steel.

3.4.4.2 If sufficient concrete cover exists, the anode may be placed along a single reinforcement bar or at the intersection between two reinforcement bars and secured to each clean reinforcement bar.

3.4.5 If repair materials with resistivity greater than 15,000 ohm-cm are to be used or the resistivity is unknown, create a conductive grout bridge between the anode and the substrate. Pack Galvashield Embedding Mortar or approved equal material to cover minimum area of 4 inch in diameter between the anode and the substrate ensuring no voids exists.

3.4.6 Electrical Continuity:

3.4.6.1 Confirm electrical connection between anode tie wire and reinforcing steel by measuring DC resistance (ohm) or potential (mV) with a multi-meter.

3.4.6.2 Electrical connection is acceptable if the DC resistance measured with the multimeter is less than 1 ohm or the DC potential is less than 1 mV.

3.4.6.3 Confirm electrical continuity of the exposed reinforcing steel within the patch or repair area. If necessary, electrical continuity shall be established with steel tie wire.

3.4.6.4 Electrical continuity between test areas is acceptable if the DC resistance measured with the multi-meter is less than 1 ohm or the DC potential is less than 1 mV.

3.5 CONCRETE OR MORTAR PLACEMENT

3.5.1 Pre-wet the concrete surface and the anodes to achieve a saturated surface dry condition, and then complete the repair. Do not soak the anodes for greater than 20 minutes.

3.5.2 Repair materials with significant polymer modification and/or silica fume content may have high resistivity. Similarly, if bonding agents and/or reinforcing steel coatings are used, they shall have suitable conductivity or be applied in a suitable manner. Insulating materials such as epoxy bonding agents shall not be used unless otherwise called for in the design and applied in a suitable manner.

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 03 93 10 Page 5 of 5

3.5.3 Install concrete or mortar per manufacturer’s recommendation.

3.5.4 Follow normal concrete repair procedures to complete the repair with the repair material, taking care not to create any voids around the anode.

3.6 PROTECTIVE CONCRETE COVER
Minimum concrete coverage for steel reinforcement shall be as specified in ACI 301, ACI 318, or CRSI Manual of Standard Practice. If there is a conflict between the standards specified, the thicker concrete coverage shall govern.

END OF SECTION

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 05 05 19 Page 1 of 4
SECTION 05 05 19

POST-INSTALLED CONCRETE ANCHORS

1. GENERAL

1.1. SUMMARY

1.1.1. The work under this Section consists of furnishing all labor, material, equipment, services and other items necessary for installing rebar dowels in pier deck.

1.1.2. Drilled in rebars for concrete.

1.2. RELATED SECTIONS
Section 03 20 00 Concrete Reinforcing
Section 03 30 00 Cast-in-place Concrete
Section 03 60 00 Grouting

1.3 SUBMITTALS

1.3.1 Submit drawings indicating the location of all post-installed / drilled in rebars in pier deck.

1.3.2 Submit Manufacturer’s installation instructions.

1.3.3 Submit Installer Qualifications & Procedures.

1.4 QUALITY ASSURANCE

1.4.1 Installer Qualifications:

1.4.1.1 Drilled-in rebars shall be installed by an installer with at least three years of experience performing similar installations.

1.4.1.2 ACI/CRSI Adhesive Anchor Installer Certification, or approved equivalent is required for all installers of adhesive anchor in horizontal or upwardly inclined orientation.

1.4.2 Installer Training:

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 05 05 19 Page 2 of 4

1.4.2.1 Conduct a thorough training with the manufacturer or the manufacturer’s representative for the installer on the project. Training to consist of a review of the complete installation process for drilled-in rebars, to include but not limited to:
a. hole drilling procedure
b. hole preparation & cleaning technique
c. adhesive injection technique & dispenser training / maintenance d. rebar dowel preparation and installation
e. proof loading/torquing

1.5 DELIVERY, STORAGE AND HANDLING

1.5.1 Store all material in accordance with manufacturer’s recommendations. 2 PRODUCTS

2.1 MATERIALS

2.1.1 The following are examples of products and suppliers considered suitable injectable epoxy adhesive for installation of rebar dowels into pier deck. It is not intended to be an exclusive list, nor does inclusion within relieve the manufacturer from following the submittal and design requirements of these specifications:
 HIT-HY 200 Safe Set System using Hilti Hollow Drill Bit and VC 150/300 vacuum System for anchorage to concrete, ICC-ES ESR-3187.
 HIT-RE 500 V3 Safe Set System using Hilti Hollow Drill Bit and VC 150/300 vacuum System for anchorage to concrete, ICC-ES ESR-3814.  Simpson Strong-Tie Set-3G Epoxy Adhesive, ICC-ES ESR-4057  Or approve equal.
3 EXECUTION

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 05 05 19 Page 3 of 4

3.1 EXAMINATION

3.1.1 Examine pier deck and environmental conditions. Do not begin installation until pier deck is not sound. Notify Owner or Owner’s Representative if pier deck is damaged.

3.1.2 Install only if environmental conditions are in compliance with manufacturer’s recommendations for installation conditions.

3.2 INSTALLATION

3.2.1 Installation shall conform to the manufacturer’s published installation instructions.

3.2.2 Drill holes in pier deck with rotary impact hammer drills using carbide bit system recommended by the manufacturer of the injectable adhesive. Drill bits shall be of diameters as specified by the injection adhesive manufacturer for the rebar dowel size being installed. Unless otherwise shown on the contract plans, all holes shall be drilled perpendicular to the concrete surface.
a. Embedded Items: Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Exercise care in coring or drilling to avoid damaging existing reinforcing or embedded items. Notify the Engineer if reinforcing steel or other embedded items are encountered during drilling.

3.2.3 Perform anchor installation in accordance with manufacturer instructions.

3.2.4 Clean all holes per manufacturer instructions to remove loose material and drilling dust prior to installation of adhesive. Inject adhesive into holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. Follow manufacturer recommendations to ensure proper mixing of adhesive components. Sufficient adhesive shall be injected in the hole to ensure that the annular gap is filled to the surface. Remove excess adhesive from the surface. Shim anchors with suitable device to center the anchor in the hole. Do not disturb or load anchors before manufacturer specified cure time has elapsed.

3.3 REPAIR OF DEFECTIVE WORK

3.3.1 Remove and replace misplaced or malfunctioning anchors. Fill empty anchor holes and patch failed anchor locations with high-strength non-shrink, nonmetallic grout. Anchors that fail to meet proof load shall be regarded as malfunctioning.

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CITY OF PACIFICA

PACIFICA PIER HANDRAIL REPAIRS
Section 05 05 19 Page 4 of 4

3.4 FIELD QUALITY CONTROL

3.4.1 Testing:

3.4.1.1 Mark each adhesive rebar location to identify the qualified installer and the date of installation.

3.4.1.2 A minimum of 2 adhesive rebar or 10% of all adhesive rebars for an individual precast handrail, whichever is greater, shall be proof loaded by the independent testing laboratory. Adhesive rebars shall not be torque tested. If any of the tested adhesive rebar fail to achieve the proof load, all adhesive rebars in the precast handrail shall be tested.
a. Tension testing should be performed in accordance with ASTM E488. b. Proof loads shall be applied with a calibrated hydraulic ram.

3.4.2 Minimum rebar embedment shall be as shown on the contract plans.

END OF SECTION

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Packet Pg. 454 Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) GHD | Technical Specifications | 11223688
© GHD 2022
This document is and shall remain the property of GHD. The document may only be used for the purpose for which it was commissioned and in accordance with the Terms of Agreement for the commission. Unauthorized use of this document in any form whatsoever is prohibited. \\ghdnet\ghd\US\San Luis Obispo\Projects\561\11223688\Tech\Specs Document Status
Revision Author
Reviewer Approved for Issue
Name Signature Name Signature Date
Draft S. Chilka
For Bid S. Chilka
Addendum
1 S.Chilka
08-04-2022

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Packet Pg. 455 Attachment: Attachment D - Plans & Specs - Pacifica Handrail Repair Project Add 2 (5161 : Reject Bids for Pier Handrail Repair Project) Paul Henderson
[email protected]
805.858.3142

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CITY OF PACIFICA

COUNCIL AGENDA SUMMARY REPORT
10/24/2022
1 SUBJECT:

Appointments to the Parks, Beaches & Recreation Commission; Open Space & Parkland Advisory Committee; Emergency Preparedness & Safety Commission; and Economic Development Committee
RECOMMENDED ACTION:
1) Move to appoint applicant(s) to the Parks, Beaches & Recreation Commission for one full term to expire May 2026 and one partial term to expire May 2024; 2) Move to appoint applicant(s) to the Open Space & Parkland Advisory Committee for one full term to expire May 2026, one partial term to expire May 2024, and one partial term to expire May 2025;
3) Move to appoint applicant(s) to the Emergency Preparedness & Safety Commission for two full terms to expire October 2026;
4) Move to appoint applicant(s) to the Economic Development Committee for one full term to expire October 2026, one partial term to expire October 2023, two partial terms to expire October 2024, and one partial term to expire October 2025.

STAFF CONTACT:

Sarah Coffey, City Clerk
650-738-7307
[email protected]
BACKGROUND/DISCUSSION:

The City has recruited applicants for the Parks, Beaches & Recreation Commission (PB&R); Open Space & Parkland Advisory Committee (OSPAC); Emergency Preparedness & Safety Commission (EPSC); and Economic Development Committee (EDC) to fill vacancies due to:
1) two (2) positions on the Parks, Beaches & Recreation Commission for one full 4-year term to expire May 2026 and one partial term to expire May 2024. 2) three (3) positions on the Open Space & Parkland Advisory Committee for one full 4- year term to expire May 2026, one partial term to expire May 2024, and one partial term to expire May 2025;
3) two (2) positions on the Emergency Preparedness & Safety Commission for full 4- year terms to expire October 2026;
4) five (5) positions on the Economic Development Committee for one full 4-year term to expire October 2026, one partial term to expire October 2023, two partial terms to expire October 2024, and one partial term to expire October 2025.

The previous recruitment for the Parks, Beaches & Recreation Commission left one position for 10 Packet Pg. 457
Pacifica City Council 2
October 24, 2022
a partial term to expire May 2024 and one position for a full 4-year term to expire May 2026 unfilled. The incumbent with the term expiring in May 2024 continued to serve through August 2022, leaving that position unfilled after August until a selection for the expiring term is made.

The previous recruitment for the Open Space & Parkland Advisory Committee left one position for a full 4-year term to expire May 2026 unfilled. That vacancy is included in the present recruitment in addition to partial-term vacancies due to subsequent resignations.

Recruitment notices were posted on the City website on August 19, 2022, and published in the Pacifica Tribune on August 24, 2022; August 31, 2022; September 7, 2022; September 14, 2022; September 21, 2022; October 5, 2022; and October 12, 2022. The application deadline of September 9, 2022, was extended to September 26, 2022, and further extended to October 14, 2022. The extension beyond September 26, 2022, was for EDC, OSPAC and EPSC, as the City had received a sufficient number of applicants for the PB&R Commission by the September 26, 2022 deadline.

The City received five (5) timely applications for the Parks, Beaches & Recreation Commission; two (2) timely applications for the Open Space & Parkland Advisory Committee; two (2) timely applications for the Emergency Preparedness & Safety Commission; and four (4) timely applications for the Economic Development Committee. The list of applicants under consideration for each committee and commission are attached.

Interviews were conducted by the City Council at a Special City Council Meeting on October 17, 2022.

Because the number of positions exceeds the number of applicants, it is anticipated that there will be vacancies left following the selections made at tonight’s meeting. The City will re-open recruitment for any unfilled positions at the next opportunity for Committee / Commission recruitments during the regular recruitment period for the March 2022 expiring terms.

Selection Process
Lists of all applicants under consideration for each committee / commission are attached as Attachment A - Parks, Beaches & Recreation Commission applicants, Attachment B - Open Space & Parkland Advisory Committee applicants, Attachment C - Emergency Preparedness & Safety Commission applicants, Attachment D - Economic Development Committee applicants.

Council may choose to deliberate as to the candidates that they would support to nominate for appointments to each of the open Committee or Commission seats. Council should then make a formal motion to appoint named applicants to each committee / commission. Each formal motion should specify which named individual(s) are nominated for appointment to full terms and which named individual(s) are nominated for appointment to a partial term of specified duration, if there are multiple positions to be filled for differing terms.

FISCAL IMPACT:

None associated with this item.

ORIGINATED BY:

City Clerk
10 Packet Pg. 458
Pacifica City Council 3
October 24, 2022
ATTACHMENT LIST:

Attachment A: List of Applicants Parks, Beaches & Recreation Commission (PDF) Attachment B: List of Applicants Open Space & Parkland Advisory Committee (PDF) Attachment C: List of Applicants Emergency Preparedness & Safety Commission (PDF) Attachment D: List of Applicants Economic Development Committee (PDF) 10 Packet Pg. 459

CITY COUNCIL REGULAR MEETING
OCTOBER 24, 2022

APPOINTMENT TO

PARKS, BEACHES & RECREATION COMMISSION
NEED 2:
• 1 full term to expire May 2026
• 1 partial term to expire May 2024
Applicant Please 
Frank Forencich
Ian McDermod
Stefani Phillips
Dahlia Rodriguez
Ruby Tovar

10.a
Packet Pg. 460 Attachment: Attachment A: List of Applicants Parks, Beaches & Recreation Commission [Revision 1] (5163 : Appointments to City Committees

CITY COUNCIL REGULAR MEETING
OCTOBER 24, 2022

APPOINTMENT TO

OPEN SPACE & PARKLAND ADVISORY COMMITTEE
NEED 3:
• 1 full term to expire May 2026
• 1 partial term to expire May 2024
• 1 partial term to expire May 2025
Applicant Please 
Lauren Goodmiller
Amanda Skaggs

10.b
Packet Pg. 461 Attachment: Attachment B: List of Applicants Open Space & Parkland Advisory Committee [Revision 1] (5163 : Appointments to City

CITY COUNCIL REGULAR MEETING
OCTOBER 24, 2022

APPOINTMENT TO

EMERGENCY PREPAREDNESS & SAFETY COMMISSION
NEED 2:
• 2 full terms to expire October 2026
Applicant Please 
Gregor Blackburn
Anthony ("Tony") Guzzetta

10.c
Packet Pg. 462 Attachment: Attachment C: List of Applicants Emergency Preparedness & Safety Commission [Revision 1] (5163 : Appointments to City

CITY COUNCIL REGULAR MEETING
OCTOBER 24, 2022

APPOINTMENT TO

ECONOMIC DEVELOPMENT COMMITTEE
NEED 5:
• 1 full term to expire October 2026
• 1 partial term to expire October 2023
• 2 partial terms to expire October 2024
• 1 partial term to expire October 2025
Applicant Please 
Brendan Berman
Matthew Dougherty
Anthony ("Tony") Guzzetta
Lauren Claire Smith

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Packet Pg. 463 Attachment: Attachment D: List of Applicants Economic Development Committee [Revision 1] (5163 : Appointments to City Committees /