3. Contractor Question 2
Bid Item No. 15, 8" PCC called for reinforced PCC but Standard Drawing 132-3 shows no reinforcement. Please advise.
Response: Please use SPPWC Std Dwg No. 132.3 — No Reinforcement, See Attached Responses to RFI.
4. Contractor Question 3:
Drawing on C-6 shows rock below wall footings. Could you please provide a detail for the rock. Also do you expect any removal and recompaction below the walls footing?
Response: No rock - attempted to differentiate between slab and footing — added notes and revised pattern. See Detail 13-13 Soil should be scarified 12 Inches deep, moisture conditioned, and compacted to 90 percent relative compaction. (Typical for excavations.)
See Attached Responses to RFI.
5. Contractor Question 4:
Item No. 29A. During the pre -bid meeting the City indicated that it wants a new aluminum shade structure. Looking at Universal Awning and Canopy website h www.univ r l w 'n m ur-
its is impossible to decide which structure is acceptable for the project.
We suggest the City establish an allowance (similar to bid item, 28) for this item so the funds are available depending on the structure the City wants or to specify the structure and model from Universal Awning and Canopy or equal.
Response: The City is looking for a galvanized metal cantilever support structure with a metal roof attached to the support structure. Similar to those used in parking lots to support solar panels. See attached for additional information.
The allowance for the bid alternative shall be no greater than $100,000 See attached Responses to RFI
Exhibit 1 880
Vetarans Park City Yard Improvements, CIP No 3880
Addendum No.1
6. Protect Soils Report:
Response: Attached is the project soils report used for reference.
7. Notes/Comments from Mandatory Pre -Bid Meeting.
The following additional questions were fielded during the pre -bid meeting with responses accordingly.
Inquiry — Is water available on site. Use of existing .hose bibs is acceptable. If additional water is required, contractors to obtain temp water meter from water company.
Inquiry -- The City will issue a "No Fee" encroachment permit for the project.
No other conditions in the bid documents are changed.
Please sign below and attach this "ACKNOWLEDGMENT OF RECEIPT", Addendum No. 1 BID submittal documents. Thank you for your cooperation.
Sincerely,
Douglas Benash, P.E
City Engineer
ACKNOWLEDGMENT OF RECEIPT: Addendum No. 1
i �!�aYre_ �. 14-le- to -d--
Company Name Date
9 Attachments: 1. Mandatory Pre -Bid Meeting Sign -In Sheet
2. Infrastructure Engineers RFI Responses
3, Geotechnical Soils Report, Dated 2018-06-21 see separate file attachment
Exhibit 1 881
i
,, -
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3060 Saturn Street, Suite ZSO
INFRASTRUCTURE Brea. CA 92621
ENGINEERS
Tel.- {714) 94ao100
Paz: (7I4) 94"700
www3nfrastmeture-engineemcom
1. Bid item 12. Please confirm the retaining wall footing orientations. Per standard drawings 614-3 the cantilever footings (longer part of.the footing) are inside the backfilled area On the drawings, the cantilever footings are inside the storage, not in backfill area.
Please Use SPPWC Std. Dwg. No. 613-4.
2. Bid item 15, 8" PCC called for reinforced PCC but std drawing 132-3 shows no reinforcement. Please advise.
Please follow SPPWC Std. Dwg No. 132-3 - no reinforcement.
3. Drawing on C-6 shows rock below wall footings. Could you please provide a detail for the rock. Also do you expect any removal and recompaction below the walls footing?
•i
dp
•'
•�
.'
1. _
_•
50'
No rock - attempted to differentiate between slab and footing - added notes and revised pattern. See Detail B-B
Soil should be scarified 12 inches deep, moisture conditioned, and compacted to 90 percent relative compaction. (Typical for excavations.) See accompanying geotechnical Exhibit 1 884
Name
Date
report.
COI MCT REUIFOM CM74M RETAWNO WAM M MMG M
60-1.
PAWN AM I A1lL 9M KQM RAGING M S N'14 M PLAfi Ma-&
i
PER DOW C-S WALL MM4
SECTION B-B
NOT TO stilt
4. Item No. 29A. During the pre -bid meeting the City indicated that it wants a new aluminum shade structure. Looking at Universal Awning and Canopy website..https:/I www.univers.alawning.com/O] jL-REaducts/, its is impossible to decide which structure is acceptable for the project.
We suggest the City establish an allowance (similar to bid item 28) for this item so the funds are available depending on the structure the City wants or to specify the structure and model from Universal Awning and Canopy or equal.
This item will be a custom cantilevered metal canopy for the specific location and use.
It is meant to cover stockpiles and direct rain to the back of the stockpile storage. The supports are to be located at the rear of the stockpile storage.
Exhibit 1 885
June 21, 2018
,Pxoiect File No. 2181,22-101
Mr. Gabriel Gutierrez
Infrastructure Engineers
3060 Skurn Street, Suite 250
Brea, CA 92821
SOIL ENGINEERING
GEOLOGY
MATERIAL TESTM
ENVIRONMENTAL
Subject: Geotechnical Feasibility Investigation
proposed 'Upgrade to Water Well No. I Purnp Station
Installation of Well No. 2, 2.0 MG Storage Tank, & Booster PUMP Station Bell Gardens Veterans, Park
Florence Place, Between Perry Rd. and Emil Ave.
City o f 13 ol I Gardeivg, California
References: Appendix D
Dear Mr. Gutierrez:
we are pleased to submit flic results of our geotechnical feasibility investigation for the proposed new City Well No. 2, 2.0 N4G water storage tank, booster puma station, and associated upgrades, witbin Bell Gardens Veterans Park, in the City of Bell Gardens, California, For the investigation, nine (9) exploratory borings, which provided S'Libsurface ' information concerning the geotechnical conditions affecting the site, were drilled in the three proposed improvement areas on the Bell Gardens Veterans Park grounds. Tbis report is based on our gcotedmical investigation and engineering review and analysis. A site speicifie study is rcconunended when location of each of the structures is deterrnined., Based on the findings ftom our subsurface investigation and observations at the site, the site appears suitable for the proposed water reservoir upgrades from a geoteclinical standpoint provided that our region -emendations contained in this report are incorporated into the project design and development.
The proposed and/or completed grading, site, and structure will be safe fi-orn the hazards of "landslide, settlement, or slippage" and will not adversely aftect property outside of the developed area in accordance with CLABC Section I H., and should not have an adverse gcotechnical effect on the subject site or adjacent properties.
We appreciate the opportunity to be of set -vice, Should questions arise pertaining to any portion of this report, please contact this firm in writing for ftirther clarification.
Respectfully,
P.A. & Assoc
E
P, iz dear, M.L., PI
a
P L Jji'ineer
n.
PAAW1 IW1812 2-101 rpt
James Renfrew,
Associate Gcolol
Exhibit 1 CALIFCIRNIIA:`J6 Edefinan, xvine, CA 92t3'18884't,..i,94,9-(j7,ci-7474 F&4 websiievmw.arise ciates'conl , F-maill: info"i Dlpaa'ssodates' CAD III
GEOTECHNICAL FEASIBILITY INVESTIGATION
PROPOSED UPGRADE TO WATER WELL NO.1 PUMP STATION
INSTALLATION OF WELL NO.2, 2.0 MG TANK, & BOOSTER PUMP STATION
BELL GARDENS VETERANS PARK
FLORENCE PL., BETWEEN PERRY RD. AND EMIL AVE.
CITY OF BELL GARDENS, CALIFORNIA
Prepared for:
MR. GABRIEL GUT ERkEZ
INFRASTRUCTURE ENGINEERS
3060 SATURN, SUITE 250
BREA, CA 92821
Prepared by:
P.A. & ASSOCIATES, INC.
30 EDELMAN
IRVINE, CA 92653
(949) 579-7474
June 21, 2018
PROJECT FILE NO.218122-101
Exhibit 1 P.A. &Associates, Inc. 881
Client; Infrastructure Engineers Project File No: 218122-101 Project: Well No.1 Pinup Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
TABLE OF CONTENTS
1.0 INTRODUCTION ........................................................... .............................................. :......... I
1.1 Purpose and Scope........................................................................................................1
1.2 Objective of this Report ................................................................................................1
1.3 Site Description............................................................................................................3
1.4 1.5
Use. of Report................................................................................................................3 Proposed Construction..................................................................................................3
2.0 GENERAL GEOLOGY AND SUBSURFACE CONDITIONS.......................................4
2.1 Regional Geology.........................................................................................................4
2.2 Earth Materials..............................................................................................................4
2.3 Quatemary Young Alluvial Fan DepositsiQA..........................................................4
2.4 Fault Zones................................................................................................................... 6
2.5 Groundwater and Caving............................................................... , ,..............................16
3.0 SOILS ENGINEERING........................................................................................................9
3.1 Classification................................................................................................................9
3.2 In -Place Moisture and Density......................................................................................9
3.3 Maximum Density - Optimum Moisture.....................................................................9 3ADirect Shear Test...........................................................................................................9
3.5 Expansion Potential.....................................................................................................9
3.6 Grain Size Distribution ............................................................................................... 10
3.7 Consolidation Test...................................................................................................... 10
4.0 CONCLUSIONS................................................................:..................................................10
4.1 Feasibility of Development....................................................................................... 10
4.2 Earth Materials............................................................................................................10
4.3 Possible Near -Source Earthquake Events................................................................. 10
4.4 Groundwater...............................................................................................................11
4.5 Liquefaction............................................................................................................... 11
5.0 RECOMMENDATIONS.....................................................................................................12
5.1 Grading.......................................................................................................................12
5.2 Sub -Surface Soil. Preparation....................................................................................12
5.3 Scarification...............................................................................................................12
5.4 Impart and Fill Material Usage..................................................................................13
5.5 Trench Excavation & Backfill.......................................................... ................ :......... 13 5.6
Suggested Pavement Section......................................................................................13 Exhibit 1 P.A. & Assoclates, Inc. ili
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
TABLE OF CONTENTS (continued)
6.0 FOUNDATION RECOMMENDATIONS........................................................................14
6.1 Structural Mat Foundation..........................................................................................14
6.2 Bearing Capacity.........................................................................................................14
6.3 Short-term Seismic or Wind Loads............................................................................14
6.4 Continuous and Square Pad Footings (Auxiliary Components)................................14
6.5 Bearing Capacity (Continuous and Square Pad Footings).... ..................................... 14 6.6
Short-term Seismic or Wind Loads............................................................................14
6.7 Seismic Recommendations ..:............ .............................. ........................................ 1.15
6.8 Retaining Walls and Walls Below Grade (If Any) .....................................................15
6.8.1 Passive Pressure ..........................................................................................................15
6.8.2 Active Earth Pressure.................................................................................................15
6.8.3 At Rest Pressure..........................................................................................................16
6.9 Slabs-on-Grade...........................................................................................................16
6.10 Presaturation...............................................................................................................16
6.11 Type of Cement .................................... :..:.:......................... :...................................... 16 6.12
Settlement........................................................................................................I..........16
6.13 Temporary Shoring(Braaing.......................................................................................17
6.14 Surface Drainage Provisions , .............................. .............................................17
6.15 Planters and Roof Drains.................................................:...........................................17
6.16 Geotechnical Observation. & Testing.........................................................................18
6.17 Foundation Plan Review ..................................................... :....................................... 18 7.0 CLOSURE................................................................................................................................19
7.1 Uniformity of Conditions...........................................................................................19
7.2 Time Limitations................................................................,........................................19
7.3 .Professional Standard ......... :.................. :................................................................. ...19 Exhibit 1 P.A. &Associates, Inc. ESE59iv
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No.1 Pump Station Upgrade
Bell Gardens Veterans Park
City of. Bell Gardens, California
TABLE OF CONTENTS (continued)
FIGURES
FigureI - Site Vicinity Map.......................................................................................................2 Figure2 - Geologic Vicinity Map...............................................................................................5 Figure3 - Active Fault Map........................................................................................................7 Figure 4 - Historically Highest Growidwater Map..................................................................:..8 Figure A-1-1 - Boring Location Plan...............................................................................Appendix A Appendix A
Appendix B
Appendix C
Appendix.D
Appendix E
ATTACHMENTS
Field Exploration
Unified Soil Classification System
Boring Logs
Laboratory Testing Program
Laboratory Test Summary
Laboratory Test Results, Direct Shear
Laboratory Test Results, Consolidation
Liquefaction.& Settlement Analysis for .Saturated Soils A-1
A2
A 3 through A 19
B-1
B-2
Plate B-3
Plates B4 and B-13
Typical Retaining Wall Details &Temporary Shoring and Bracing Design References
Exhibit 1 P.A. & Associates, Inc. 890 v
XUAWWMI��X
=01 :A MaTiol ZAM-A WULIM I J, 14 0 1
EN&Y �,*l # �1 ey,
Project Name: VETERANS PARK CITY YARD IMPROVEMENTS
Project ID: C.I.P No. 3880
T#1:Jr111Rff Mon. 11 .11
F-11 BID] 4'k, I I] I I !� I LI WN
The following addendum provides the following information to be incorporated into the bid documents per this Addendum.
imiTIT-3Z IsT—A
Attached is the sign in sheet from today's mandatory pre -bid meeting. The attendees noted on the sign in sheet will be the only contractors eligible to submit a bid for the project.
'10id Item No. 12. Please confirm the retaining wall footing orientations. Per Standard Drawings 614-3 the cantilever footings (longer part of the footing) are inside thi; �,aclkfill area on the drawings, the cantilever footings are inside the storage not in L_
-P;ackfill area.
Response: Please use SPPWC Std Dwg No. 613-4, See Attacheif Responses to RFI
Exhibit 1 891
Vetarans Park City Yard Improvements, CIP No 3880
Addendum No.1
Bid Item No. 15, 8" PCC called for reinforced PCC but Standard Drawing 132-3 shows no reinforcement. Please advise.
Response: Please use SPPWC Std Dwg No. 132-3 — No Reinforcement, See Attached Responses to RF1.
a I . a oTrrM- #
Drawing on C-6 shows rock below wall footings. Could you plea,)" provide a detail for the rock. Also do you expect any removal an recompaction below the walls footing? I
Response: No rock - attempted to differentiate between slab and footing — added notes and revised pattern. See Detail B-13 Soil should be scarified 12 inches deep, moisture conditioned, and compacted to 90 percent relative compaction. (Typical for excavations.)
[-am "'OK� a
We suggest the City establish an allowance (similar to bid item 28) for this item so the funds are available depending on the structure the City wants or to specify the structure and model from Universal Awning and Canopy or equal.
Response: The City is looking for a galvanized metal cantilever supporl- structure with a metal roof attached to the support structure. Similar to those used in parking lots to support solar panels. See attached for additional infoirmation.
The allowance for the bid alternative shall be no greater than $100,0 See attached Responses to RFl I
Exhibit 1 892
Vetarans Park City Yard Improvements, CIP No 3880
Addendum No.1
Response: Attached is the project soils report used for reference.
The following additional questions were fielded during the pre -bid meetinig with responses accordingly.
Inquiry — Is water available on site. Use of existing hose bibs is acceptable. If additional water is required, contractors to obtain temp water meter from water company.
I III I I III I I M� I 111 111 11 111 Vil M 11111
ill ill IITM i 11-1 �.1 Ti
111 111511 11:11� 11111 ipyllll�lqplll�ll 11 =r 4 •'
Please sign below and attach this "ACKNOWLEDGMENT OF RECEIPT", Addendum No. 1 BID submittal documents. Thank you for your cooperation. 103111—
ortw3mm-r-mm-mmi
City Engineer
F.,Tllo]3,Lq[oviylqigOICIF�icilgaglaigail:lm,:tl2w�'ll,ro,rowkt�1,Tfp"tM,, LIM, 0 Attachments: 1. Mandatory Pre -Bid Meeting Sign -In Sheet
2. Infrastructure Engineers RFI Responses
3. Geotechnical Soils Report, Dated 2018-06-21 see separate file attachment
Exhibit 1 893
91hi\ W- f ,
. ...... .......................... .. ......................... . .... . /(0 (4ftm rko
QA lll,�O 1,Ipgr (icol, 7 17, ke�OP I ti c,
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ofn
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6 qltjg PI&CTOIL OIC /0-611C Wd4f:s.
Exhibit 1 895
INFRASTRUCTURE 3060 Saturn Street, Suite 250
Brea, CA 92821
ENGINEERSTel.: (714) 940-0100
Fax. (714) 940-0700
www.infrastructure-engineers.com
7ma awyff"
1. Bid item 12. Please confirm the retaining wall footing orientations. Per standard drawings 614-3 the cantilever footings (longer part of the footing) are inside the backfilled area On the drawings, the cantilever footings are inside the storage, not in backfill area.
Pleasi�:"' Use SFIII Stid Dwg No, 613 et
2. Bid item 15, 8" PCC called for reinforced PCC but stcl drawing 132-3 shows nt reinforcement. Please advise.
Mease floiiow SIPFIVIC Std. D iN(:).. 132-3 In ID ir,.le !I iru fo irc le rn e I t
3. Drawing on C-6 shows rock below wall footings. Could you please provide a detail for the rock. Also do you expect any removal and recompaction below tk6- walls footing?
JJock,
M
No irock att(,:.Iir ripted to differu,:.IirftIiate l::;�etwieieit slab aird footinir." aidded I"ilotes anid revIisedl Ipattu, rn. Sele [)ietialHl B-B
Sio�H shoulid beep scairffied 12 iirnchies delep, I n6istuire coir u dIidoneid, &Inid cornpaictied to 9(.) --ii I--i i c a I
peirceii"it reladve con,ipaictip oin. (Ty�j:-)iical for ex(:,avaHoiiI See aic(,--:ioiiI �ying geoteicl Exhibit 1 896
"MI rill
Em
Mr. Gabriel Gutierrez
Infrastructure Engineers
3060 Saturn Street, Suite 250
Brea, CA 92821
June 21, 2018
Project File No. 218122-101
SOIL ENGNEERING
GEOLOGY
MATERIAL TESTING
ENV+ RONMENTAL
Subject: Geotechnical Feasibility Investigation
Proposed Upgrade to Water Well No. I Pump Station
Installation of Well No. 2, 2.0 MG Storage Tank, & Booster Pump Station Bell Gardens Veterans Park
Florence Place, Between Perry Rd. and Emil Ave.
City of Bell Gardens, California
References: Appendix D
Dear N1r. Gutierrez:
We are pleased to submit the results of our geotechnical feasibility investigation for the proposed new City Well No. 2, 10 MG water storage tank, booster pump station, and associated upgrades, within Bell Gardens Veterans Park, in the City of Bell Gardens, California. For the investigation, nine (9) exploratory borings, which,provided subsurface infoll-nation concerning the geotechnical conditions affecting the site, were drilled in the three proposed improvement areas on the Bell Gardens Veterans Park grounds. This report is based on our geotechnical investigation and engincering review and analysis. A site specific study is recon-n-nended when location of each of the structures is determined.
Based on the findings from our subsurface investigation and observations at the site, the site appears suitable for the proposed water reservoir upgrades from a geotechnical standpoint provided that our recommendations contained in this report are incorporated into the project design and development.
The proposed and/or completed grading, site, and structure will be safe fi-om the hazards of "'landslide, settlement, or slippage" and will riot adversely affect property outside of the developed area in accordance with CLABC Section I I L, and should not have an adverse geotechnical effect Oil the subject site or adjacent properties.
We appreciate the opportunity to be of service. Should questions arise pertaining to any portion of this report, please contact this firm in writing for further clarification.
Respectfully,
P.A. & Assoc
P �iz A, Azar, PE
P •il 4cipal Engineer
PA)LUNM218122-101.rpt
HE
M
James Renftew,
Associate Gc:olo)
Exhibit 1 CALIFORNIA: jV'�'Edelrrian, Irvine, CA 9261889d'el 949-679-7474 Fax 049-679-7575 Websile: www.paassociates.com E-mail: info@passociates-roill
GEOTECHNICAL FEASIBILITY INVESTIGATION
PROPOSED UPGRADE TO WATER WELL NO. 1 PUMP STATION
INSTALLATION OF WELL NO. 25 2.0 MG TANK, & BOOSTER PUMP STATION
BELL GARDENS VETERANS PARK
FLORENCE PL., BETWEEN PERRY RD. AND EMIL AVE,
CITY OF BELL GARDENS, CALIFORNIA
Prepared for:
MR. GABRIEL GUTIERRE Z
INFRASTRUCTURE ENGINEERS
3060 SATURN, SUITE 250
BREA, CA 92821
Prepared by:
P.A. & ASSOCIATES, INC.
30 EDELMAN
IRVINE, CA 92653
(949) 679-7474
June 21,2018
PROJECT FILE NO. 218122-101
Exhibit 1 P.A. & Associates, Inc. 899
Client: Infrastructure Engineers Project File No: 218822_101 Project: Well No. I Pun'oStatk`n Upgrade
Boll Gardens Veterans Park
City of Bell Gardens, California
T]l INTRODUCTION ....... ............................................ —....................... .................. ............... ]
2.0 3.0
1.1 Purpose and Scono_..................................................................................... ................... }
1.2 Objective of this Report ................................. ........... ................................................ l.3 Site Description ----------.—_------__----..—~—...^_^.__._3 1/4 Use of Report..................................................... —................................................. 3
1.5Proposed ...... ---_..-.............--....................................... ............ 3 GENERAL GEOLOGY AND SUBSURFACE CONDITIONS..
2.1 Regional Geology ............. ........ ........................ ............. ............................................ 4
2.2 Earth Materials ..................................................... .._.._..-.._.................... ......... 4
2.3 Quaternary Young Alluvial Fan Deposits ([hf).......................................................... 4 2,4 Fault Zones ................... ............. ..................................... .................................. .... 6
SOILS ENGINEERING
����' .......... ,^^,,............................................. y
3.1 Classification_ ___ .................................................. .... ............................................... 9
3.2 In -Place Moisture and Density................ .................. .............................................. 9 3.3
Maximum Density- Optimum Moisture ............................... .—.—......... ...... ..q
3/4
Direct Shear Test ... .............. ............ ................................ ............................................ g
3.5 Expansion Potential ___ ..... _.... ....... _........ ............................................................ 9 3.6
(rein Size Distribution ............................................................... ....._................ iO
3.7 Consolidation Test ............................................ ......... .......................... ____ .............. 10 4.0 CONCLUSIONS .................................................... ............................................ .... .... —....... l0
4.1 Feasibility of Development ..................... ..... .......................................................... l0
4.2 Earth Materials ..... ............................................................. ..................... ........ ..... ..I0
4.3 Possible Near -Source Earthquake Events .................................................................... I0
4.4 Groundwater ....... ..... ........... ........... ............... —.................................................... ll 4`5 Liquefaction .................................... ......... __.....-..-..—,............................ —.... |1
5.0 RECOMMENDATIONS.. ............... ..... ___ ......... 12 5.1
Grading ........................................................ ............^����������������.l2
5.2 Sub -Surface Soil Preparation .__—__--_—_---_.—.—............._—..l2
5.3 Scarification ...................... ... —..... ............. -................ —...................................... l2
5.4 Import and Fill Material Usage .................................................. ^—......^..—....... 13 5.5
Trench Excavation &8ackfiT -----_----..—...............—..._...—..I3
Client: Infrastructure Engineers, Project File No: 218122-1Al Project: Well No. IPuunoStation Upgrade
Bell Gardens Veterans Park
City o[Bell Gardens, California
TABLE OF CONTENTS
6]0 FOUNDATION RECOMMENDATIONS .... —_............. --- .................. ..................... l4
6.1 Structural Mat Fouoddtiou—......... ................................. .......................................... l4
6.2 Bearing .................. ........ ............. ........................ ...................... ................
I4
6.3 Short-<nooSeismic urWind Loads ............. ........................................... .................. [4
6A
Continuous and Square Pad ................. .... --.l4
6,.5
and Square Pad Footings) ..... .................... ................ 14 6.6
Short-tezon Seismic mrWind Loads .—.—...................................................... 14 6.7
S«iaouio Recommendations ................................................... ................... .......... ^^^15
6.8 Retaining Walls and Walls Below Grade (If Any) ~___.,,_,,,,,,,,,,,_____15
0.8.1 Passive Pressure ............................. ..... ....... ....... ..... ................................................. i5
6.82 Active Earth Pressure ................................................................... ..... ......... ............. .I5
6.8.3 AtRest Pressure, ..................................................................................... .........................
I6
6.9 S.......................... ~--- ............................. .......... —............................. l0
610
Pccaofurotinm................. ..................................................................... ........ .... --- ..... l6
6.11 Type ofCement ............................................................................................................ ]6
6.12 Settlement ..................... --- .... ............................................................................. l0
6.13 ............................................... ........ _.... .................... l7
6]4
Surface Drainage Provisions .................... ~................................................................. }7
6]5
Planters and Roof Drubns........................ ..................... .......... ........... ........................ l7
6.16 [emtecliminm|Observation & Testing........ _..._.._......... --- ......................... 1Q
7] Uniformity of Conditions ----..
7.2 Time Limitations ........ ........ .......
........ ....................... T9
............... --........ ................. ..................... l0 _-........... ... ........ ...... ........ —........... .... L9 _----...................... ...... .................... i9
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
TABLE OF CONTENTS (continued)
FIGURES
FigureI Site Vicinity Map ............................................... - .... - ...................... --- ................... 2 Figure 2 Geologic Vicinity Map.... .......... ................................................................................ 5 Figure 3 Active Fault Map ..................................................... -- ....... -- ... - ......
Figure 4 Historically Highest Groundwater Map ................ ..................................................... 8 Figure A- I -I Boring Location Plan..... ............... — .................................................... ....Appendix A Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
ATTACFLVIENTS
Field Exploration
Unified Soil Classification System
Boring Logs
Laboratory Testing Program
Laboratory Test Summary
Laboratory Test Results, Direct Shear
Laboratory Test Results, Consolidation
Liquefaction & Settlement Analysis for Saturated Soils
A- 1
A-2
A-3 through A-19
B-I
B-2
Plate B-3
Plates B-4 and B-13
Typical Retaining Wall Details &Temporary Shoring and Bracing Design References
Exhibit 1 RA. & Associates, Inc. 902 V
GEOTECHNICAL FEASIBILITY INVESTIGATION
PROPOSED UPGRADE TO WATER WELL NO. 1 PUMP STATION
INSTALLATION OF WELL NO. 2,2.0 MG TANK, & BOOSTER PUMP STATION
BELL GARDENS VETERANS PARK
FLORENCE PL., BETWEEN PERRY RD. AND EMIL AVE.
CITY OF BELL GARDENS, CALIFORNIA
This report presents a summary of findings, conclusions, and recommendations for the proposed City Well No. 2 with 2.0 MG potable water storage tank, booster pump station, and associated upgrades, Bell Gardens Veterans Park, Florence PI., between Perry Rd. and Emil Ave., in the City of Bell Gardens, California., (see Site Vicinity Map, Figure 1, on page 2).
1.1 Purpose and Scope
This feasibility investigation was performed in order to obtain geotechnical data pertinent to foundations for the proposed water storage tank and pump station facilities and present our conclusions and recommendations from a geotechnical standpoint. The procedures used for this investigation consisted of:
Review of applicable publications and geotechnical references (published and unpublished);
Subsurface exploration using a hollow stem auger, logging, and sampling; Correlative laboratory testing;
• Geotechnical review and analysis; and,
Preparation of this report, illustrations, and plans.
1.2 Objective of this Report
The purpose of this report is to summarize our findings, provide conclusions as to the existing conditions affecting site, and present recommendations for the proposed upgrades fi-oni a geotechnical standpoint. The field exploration was undertaken oil May 17 & 18, 2018. The boring locations are shown on the attached site plan, Fig. A-1-1, in Appendix A.
Exhibit 1 P.A. &Associates,, Inc. 903
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Reference: USGS 7.5 Min. South Gate, Quadrangle Map, Los Angela Scale:
1:24, 000
TITLE: SITE VICINITY MAP
5XIM.
PROJECT: Veterans Park, Bell Gardens, California
PROJECTNO: 218122-101 IMAM 6/21/2018 JBY: jnir
..........
FIGURE NO,:
1 Exhibit 1 904
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
1.3 Site Description
The project is situated within Bell Gardens Veterans Park on the northern side of Florence Place between Perry Road and Eiriil Avenue, in the City of Bell Gat -dens, California.
Existing Well No. I is located at the northeastern corner of Florence Place and Perry Road and to the west of the Bell Gardens Skate Park, Three relatively level landscaped areas in the park were chosen tentatively for the location of the new water storage facilities. The sites proposed are located: 1. between Well No. I and the skate park; 2. between the skate park and Emil Avenue; and 3, between Bell Gardens City Yard and Eiriil Avenue, The three locations are indicated in Figure A-14, Appendix A.
1.4 Use of Report
This report was prepared for the use of hifi-astructure Engineers, and is intended for the exclusive use of the Infiastructure Engineer's design consultants during planning and inaintenance of the projects. Use of this report by others or for purposes other than those stated herein may be subject to misinterpretation, and is therefore not recoinniended. P.A. & Associates, Inc. should review any site plans.
1.5 Proposed Construction
From our conununications with Infiastructure Engineers, it is our understanding that Three major project components — new Well No. 2, 2.0 MG potable water reservoir tank, and purnp station - could be situated anywhere on the site, either together or in separate areas within the areas shown on the project map/boring location plan, Figure A-1-1, attached in Appendix A.
Exhibit 1 P.A. &Associates, Inn. 905 3
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Ptunp Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
2.0 GENERAL GEOLOGY AND SUBSURFACE CONDITIONS
2.1 Regional Geology
The project is situated within the Central Block of the Los Angeles Basin which is bounded by the Whittier Fault to the east, the Santa Ana Mountains of the Peninsular Ranges Province toile southeast, the Newport -Inglewood Fault to the west, and the Santa Monica Fault to the north. The basement rocks comprise slightly metamorphosed sedimentary rocks intruded by late Cretaceous plutonic rocks of the southern California batholith, They are exposed in the Santa Ana Mountains with a thick sequence of younger marine and non - marine late Cretaceous sedimentary rocks superimposed. The basement is bowed downward from the edges of the Central Block to the deepest part of the Los Angeles basin more than 30,000 ft. below sea level near the juncture of the Los Angeles River and Rio Hondo. The project site, mapped with Quaternary young alluvial fan and valley deposits, lies one mile east of the Los Angeles River and half a mile northwest of Rio Hondo. The geologic setting is shown in Figure 2, on page 5.
The young Quaternary alluvial deposits mapped in the project area represent deposition predominantly by the Rio Hondo, This region has experienced multiple episodes of historic inundation during the past 150 years. In general, these subsurface deposits consist of loose to medium dense, very coarse- to fine-grained sand, gravel, and silt that appear to interfinger and grade laterally into each other (Reference No. 3).
2.2 Earth Materials
Earth materials encountered during our exploration were classified in accordance with the Unified Soil Classification System (see Appendix A-2). The geotechnical plan and boring logs are shown in Appendix A.
2.3 Quaternary Young Alluvial Fan and Valley Deposits (Qyt) The site is mapped with young alluvial fan and valley deposits, however, the Sediments encountered during our subsurface investigation exhibited densities characteristic of older alluvial deposits. The soils sampled in our borings consisted of very dark brown, yellowish brown, gray, yellow, and reddish yellow silt, sand, sand with sorne silt, sandy silt, and clayey sand.
These materials were moist and generally medium dense in the top 25 feet and dense to very dense below 25 feet. The sands encountered below 20 to 25 feet consisted of decomposed medium or coarse grained granitic (granodiorite) rock, and were quartzo-feldspathic, containing some coarse quartz clasts and abundant biotite.
Exhibit 1 P.A. & Associates, Inc. 906 4
ml
tale:
You alluvial fan and valley deposits, Lill
a = sand, s= silt, c el a
Geologic Map of the Long Beach 30'x6O' Quac
ReLflonal Geologic Nlap Series, Alap5.
1: 100,000 (400% Magnification)
GEOLOGIC SITE VICINITY MAP
1PROJECT: Veterans Park, Bell Gardens, California i
NO: 218122-101 jDA'rE: 6/21/2018 JBY: imr
et. W.,
FIGURE NO, �
0)
Exhibit 1 907
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Primp Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
2.4 Fault Zones
The site is not located within an Alquist-Priolo Earthquake Fault Zone. However, it inay be expected to experience moderate to potentially severe ground shaking from earthquakes generated on the Newport -Inglewood Fault, Whittier Fault, Santa Monica, Raymond Hill, Sierra Madre, Cucamonga, and San Andreas Faults which are present within 100 kilometers of the site. In addition, site may also experience lesser ground shaking from earthquakes on other faults within the southern California region. See Figure 3, Active Fault Mali of Southem California, on the following page 7.
2.5 Groundwater and Caving
Groundwater and caving was not encountered in our deep boring to a depth of 51.5 feet below the ground surface during our subsurface investigation, Groundwater levels may be expected to fluctuate with the seasons. Historic high groundwater records place groundwater at 8 feet below ground surface (Seismic Hazard Zone Report 034, Reference No, 3). See Figure 4, historically highest groundwater contour map, on page 8.
Exhibit 1 P.A. & Associates, Inc. 908 6
11V IW30' I I! 8� 417" 30 0
11V i I E� 3o, 11 (3� 111 7*30
Elevation 11
above
Sea Level nn
Southern California Earthquake Center (SCEC),
0 40 km
ACTIVE FAULTS OF S. CALIFORNIA MAP
Veterans Park, Bell Gardens, California
218122-!!I_l DATE: 6/21/2018 �13Y: jim,
FIGURE NO.:
RJ
Exhibit 1 909
Plato 1.2 "IhtodAf� I flghosi Groird, Wi&r Cort),,mi aid bordiolo, tcig Drda L,oudbns, At Gfe-v QuM 'e-oule, o Spa — ,$o —1)"tch, t't c�,�irxl OeAef 17 Unt
TITLE: HISTORICALLY HIGHEST GROUNDWATER FIGURE NO.
PROJECT: Veterans Park, Bell Gardens, California
4 PROJECT NO: 218122-10�1 DATE: 6/21/2018 �BY: jmr
.....................
Exhibit 1 910
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
3.0 SOILS ENGINEERING
Based on our site exploration, subgrade alluvial soils generally consisted of sand, sand with sonic silt, silty sand, clayey sand, silt, and sandy silt to a maximum depth of our exploration of 51.5 feet below ground surface. In general, the site soils appear to have moderate cohesion and a very low to low expansion potential. Engineering properties and physical parameters of soils sampled and tested during our investigation are summarized as follows:
3.1 Classification
Field classifications were verified in the laboratory by visual examination. The filial soil classifications are described in accordance with the Unified Soil Classification System and are shown on the boring logs.
3.2 In -Place Moisture and Density
In -place moisture and density were determined in accordance with the, current ASTM Test Designation D-2937. Samples were obtained in our exploration borings in steel cylinders (rings) of known volume, sealed on -site, and transported to our laboratory for testing, Results are shown on the exploration logs in Appendix A.
3.3 Maximum Density - Optinitini Moisture
Maxinauni density and optimum moisture were determined for representative samples obtained from our subsurface explorations in accordance with the Current ASTM Test Designation D- 15 57. The results of these tests are presented in the Summary of Laboratory Testing in Appendix B.
3.4 Direct Shear Test
Soil strength was determined for a remold samples in accordance: with the current ASTM Test Designation D-3080. ReSUItS of these tests are utilized in determining maximum soil bearing values. The results of these tests indicated maximum cohesion of 280 psf. with corresponding internal friction angle of 21 degrees. These tests are summarized in Appendix B as Plate B-3.
3.5 Expansion Potential
Expansion potential was tested in accordance with U.B.C. Test Designation 18-2. In general, soils sampled during our field exploration exhibited very low to low expansion potential. The expansion test results are summarized in Appendix B.
Exhibit 1 P.A. & Associates, Inc. 911 9
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No . 1 Punip, Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
3.6 Grain Size Distribution
Grain size distribution was determined in accordance with the current ASTM Test Method D-422 to aid in classification of soils. The results of the particle size analyses are sums-narized in Appendix B.
3.7 Consolidation Test
Consolidation tests are used to determine the potential for soils to consolidate under increasing load, Results of these tests assist in determining rernedial work requirements.
The results of these tests are presented in the Summary of Laboratory Testing in Appendix B as Plates B-4 through 13- 13,
4.0 CONCLUSIONS
4.1 Feasibility of Improvement
From a geoteelmical standpoint, improvement of the site is considered feasible providing the following conclusions are considered into the design and construction of the proposed project, as monitored by this firm. A site specific study is recommended when the location of each of the Structures is determined.
4.2 Earth Materials,
Nine (9) exploratory borings were drilled on the site to evaluate soil conditions. The earth materials encountered on the site, in general, consisted of soft silts to depth of about 5 feet, medium dense sands and stiff silts from depth of 5 to 25 feet, and dense to very dense sands below depth of about 25 feet below the ground surface,
4.3 Possible Near -Source Eartliquake Events
The proposed facilities are located within a State of California earthquake seismic hazard zone with a potential for permanent ground displacement by liquefaction, determined in compliance with the Seismic Hazards Mapping Act (the Act) of 1990 (Public Resources Code, Chapter 7.8, Division 2). The subject property is located in a seismically active area, and the potential for strong ground motion in the project area is considered significant. The site is located approximately 12.8 kilometers northeast of the Newport - Inglewood fault and 12.4 kilometers southeast of the Whittier Fault, The site is expected to experience Magnitude 6.9 Mw, Moment Magnitude with Mercalli Intensity of VIII from a major earthquake and Peak Ground Acceleration (PGA) of 0.791 with a 2% probability of exceedance in 50 years (USGS Design Maps Detailed Report). Seismic Exhibit 1 P.A. &Associates, Ine. 912 10
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Puunnp Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
criteria for a near source event should be considered in the design of the structure. Based on available information from our field investigation and geologic publications, the likelihood of significant surface fault rupture or ground deformation at the site is considered to be relatively low.
4.4 Groundwater
Historically shallowest groundwater depths at the site, which is located in the alluviated Los Angeles Basin region between the Los Angeles River and Rio Hondo indicate a groundwater depth of 8 feet below the ground surface (CDMG Open -File Report 98-25, see Figure 4 on page 8). This region has experienced multiple episodes of historic inundation during the past 1.50 years (Reference No. 3).
4.5 Liquefaction
As the property is located in an area where geological and groundwater conditions indicate a potential for permanent seismically induced ground displacements, mitigation as defined in the Public Resources Code Section 2693(c) is required. The Seismic Hazards Mapping Act (the Act) of 1990.(Public Resources Code, Chapter- 7,8, Division 2) requires an investigation of liquefaction potential for the site. The Seismic Hazards Act allows mitigation by engineering/geoteclinical design as well as by avoidance. The site is located in an area that possesses a high potential for liquefaction.
Liquefaction is a phenorneinon that occurs in saturated, cohesionless (usually sandy) soils in which the soils undergo transformation fronn a solid to a liquid state as a result of increased interstitial pore pressure and reduced effective stress. This typically occurs in the upper 40 feet during around shaking such as during an earthquake event. At the time of our investigation, the sandy soils underlying the subject site were not saturated to the maximum boring depth of 51.5 feet below the ground surface. According to the groundwater contour neap prepared by California. Division of Mines and Geology and included the in Seismic Hazard Zone Report 034 (198) (see Figure 4 on page 8), historic high groundwater is contoured as shallow as 8 feet beneath the site. Therefore, a conservative high historic groundwater of 8 feet was adopted in our liquefaction evaluation.
To evaluate the site -specific liquefaction potential, we computed the geometric mean peak ground acceleration (PGA) for the ground motion with a 2% probability of being exceeded in 50 years (Peak Ground Acceleration = 0.791) fi°om USES website for NICER. e used USES 2008 Interactive Deaggregations website tool developed by USGS to calculate probabilistic response spectra with different hazard levels for spectral periods of up to 5 seconds at any location with a given average shear wave velocity in the tipper 30 meters (Vs30). Based on the available documentation on the websitc, the attenuation relationships used in development of the response spectra in the Western United. States are the three Next Generation Attenuation (NGA) relationships of Boore and Atkinson (2007), Campbell and Bozorgnia (2008), and Chiou and Youngs (2008). The results of Exhibit 1 P.A. & associates, Inn. 913 11
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
the probabilistic seismic hazard analysis indicate the modal seismic event is Moment Magnitude (Mw) 6.7, The SPT consists of driving a standard sampler, as described in the ASTM 1586 Standard Method, using a 140 pound hammer falling 30 inches. An Automatic Trip Hammer was used to drive samplers 18 inches into the soil. For the measured 76 percent hammer efficiency of an automatic hammer, the energy ratio 1.27 was used in our liquefaction evaluation. We have used the borehole diameter correction factor (CB) 1.0 in our, liquefaction evaluation.
For liquefaction of sandy soils, we used methods proposed by Tokimatsu and Seed (1987). Based on our analysis and under the current site conditions, we estimate that the maximum total liquefaction -induced ground settlements at the site would of about 0.91 inches during the postulated earthquake. Differential settlements of approximately 0.61 inch or less could occur over a span of 30 feet. The computer outputs are attached for reference in Appendix C. It is our opinion that potential for liquefaction at the site is low to moderate and will not adversely impact the proposed construction. We recommend that the: proposed structure be supported on a mat foundation system.
MM7 010410 10 1010 IL-111 [OIL,
The proposed improvements for the site are considered geotechnically feasible. Grading and foundation plans should take into account the appropriate gcotechnical conditions of the site.
Minor cuts and fills are planned on the site with no import of fill material.
5.1 Grading
Prior to the start of any grading of the site, all dumped debris and other deleterious materials should be stripped and legally disposed of off -site.
5.2 Sub -Surface Soil Preparation
After clearing the site within the proposed building's footprint and 5 feet beyond, the alluvium to an elevation of at least 5 feet below proposed bottom of lowest footing elevation should be removed. Further removal may be recommended depending on the field conditions to be determined by the project engineer/engineering geologist.
Pavement, hardscape, and areas to receive fill should be overexcavated 18 inches below existing grade or 18 inches below the proposed subgrade, whichever is lower.
5.3 Scarification
All exposed surfaces, including overexcavated surfaces, should be scarified 12 inches deep, moisture- conditioned, and compacted to 90 percent relative compaction, as tested in accordance with current ASTM Test Method D- 15 5 7.
Exhibit 1 P.A. & Associates, Inn. 914 12
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
5.4 Import and Fill Material Usage
Should importation of fill be desirable, the material should be primarily granular, with very low expansion potential, having an expansion index less than 20, All in-tport should be inspected, and tested as necessary by the Soils Engineer prior to importation to the site.
5.5 Trench Excavation & Backfill
All trenches should be backfilled with soils compacted mechanically to at least 9,0 percent relative compaction. Trenches deeper than 2 feet should be tested progressively as, fill is placed. Care should be taken not to damage utility lines. The site soils are considered suitable for use as trench backfill, provided they are at or near optimum moisture. The walls of teniporary construction trenches are expected to be stable when excavated nearly vertical, with only ininor shoring, provided the total depth does not exceed about 4.5 feet.
Shoring or flattening of excavation walls may be required, if greater depths are necessary.
All with trench shoring activities must minimally confine to Cal -OSHA and local safety codes. As an alternative to shoring, during grading, any removals adjacent to the property line niay be cut temporarily at I :1 H:V,
5.6 Suggested Preliminary Pavement Section
Based on an assumed R-Value of 10, the State of California Highway Department design procedures, and Assuined Traffic Index = 5.5 for driveways and parking areas and Traffic Index = 7.0 for light traffic of heavy trucks and heavy traffic of light vehicles, the following pavement sections are suggested:
0 Driveways with. _IigLit auto traffic & parking areas
Asphalt Concrete (AC) = 5.0 inches
Aggregate Base (AB) Class 11 = 8.0 inches
o Light traffic of heavy trucks & heavy traffic of light vehicles Traffic Index (TI) = 7.0
Asphalt Concrete (AC) = 5.0 inches
Aggregate Base (AB) Class 11 = 12.0 inches
AB and AC should be compacted to a rninimum of 95 percent relative compaction. AC should be compacted in layers not exceeding 3.5 inches, During grading operations, subgrade material sampled frorn the parking area should be tested for R-Value.
Exhibit 1 P.A. & Associates, nc. 915 13,
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
6.0 FOUNDATION REA COMMENDATIONS
6.1 Structural Mat Foundation
Proposed rnat foundation should be at least 18 inches in thickness and should be reinforced with a minimum of No.5 bars at 12 inches on -center, each -way and should be underlain by 15-mil plastic moisture barrier with two -inches of sand (with n1ininu.1111 sand equivalence of 40) between the moisture barrier and the slab and 2 inches under the moisture barrier. Eight (8) inches of crushed rock should be placed under all mat areas. The rnat should be embedded at least 18 inches below lowest adjacent grade.
6.2 Bearing Capacity
Mat foundation may be designed with an allowable bearing capacity of 2500 pounds per square foot and subgrade reaction modulus (Ks) of 100 pounds per cubic foot, to be placed on properly compacted fill,
6.3 Short-term Seismic or Wind Loads
When designing for short duration wind or seismic loads, the above values can be increased by one-third.
6.4 Continuous and Square Pad Footings (Auxiliary Components) The continuous footings should be a mininium of 24 inches wide and 30 inches deep into competent material. Square pad footings should be founded at least 24 inches below lowest adjacent grade, and should have a minimurn dimension of 24 inches square. All continuous footings should be reinforced with two No.5 bar on top and two at the bottom. Square: pad footings should be reinforced with No.5 bars spaced 12 inches on -center each -way, unless determined otherwise by the Structural Engineer. All of the isolated pad footings, should be inter -connected through an 18-inch deep grade beam system.
6.5 Bearing Capacity (Continuous and Square Pad Footings) Continuous footings may be designed with an allowable bearing capacity of 1500 pounds per square foot. Square pad footings may be designed with an allowable bearing capacity of 1700 pounds per square foot.
6.6 Short-term Seismic or Wind Loads
When designing for short duration wind or seismic loads, the above values can be increased by one-third.
Exhibit 1 P.A. & Associates, Inc. 916 14
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
6.7 Seismic Reconunendations
The structural design at the site should conform to the most recent 2016 California Building Code requirements for Region I and the most recent design standards of the Structural Engineers Association of California, Based on the artificial fill materials encountered and site coordinates (Lat. 33.966160"N, Long. -118.146023'W) the following ASCII 7-10 Standard seismic recommendations are made:
• Site Class = D, CBC 2016, Table 1613.5.2;
• Ss =
2.073; CBC 2016, Section 1613.5.1;
• Si =
0.725; CBC 2016, Sect➢on 1613.5.1;
• N =
1.0, CRC 2016, Table 1613.5,3(1);
• Fv =
1.5, CBC 2016, Table 1613.5.3(2);
• Sms
- 2.073, CBC 2016, Sect➢o,n 1613.5'.3;
• Sra➢
- 1.088, CBC 2016, Section 1613.5.3;
SDS
= 1.382, CBC 2016, Section 1613.5.4;
• SDI
= 0.725, CBC 2016, Section 1613.5.4;
• Seismic Des➢gn Category is D, CBC 2016, Table 1613.5.6(1 &2);
6.8 Retaining Walls and Walls Below Grade (If Any)
6.8.1 Passive Pressure
Passive earth pressure within the fill material may be computed as an equivalent fluid having a density of 250 pounds per cubic foot (pcO with a maximuni earth pressure of 1500 psf. An allowable coefficient of friction between soil and concrete of 0.25 may be used with dead load forces. When combining passive pressure and friction resistance, the passive pressure component should be reduced by one-third. In addition to recommended earth pressure, walls should be designed for applicable surcharge due to adjacent footings,
6.8.2 Active Earth Pressure
Active earth pressure may be computed as an equivalent fluid having a density of 40 pcf for level backfill. All of the retaining walls should be designed to resist any adjacent structural surcharge load, in addition to the active or at rest pressure.
Backfill of the retaining walls should be granular material with a minfinurn sand equivalence of 40 (SR>40). A 4-inch perforated schedule 40 PVC pipe installed with at least a 1.5% slope and 4 inches of Caltrans Class 11 permeable material (or compatible material) on the bottom and 12 inches on the sides and top of the pipe should be included in the designs, for walls higher than 18 inches in -order to prevent build-up of hydrostatic pressure.
Exhibit 1 P.A. & Associates, Inc. 917 15,
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
Exterior retaining wall should be backfilled with a inininium of 12 inches of relatively impermeable (native silty soils) in order to prevent penetration of the surricial water into the retaining wall backfill. For graphic demonstration of retaining wall detail refer to Figure D- 1, Appendix D,
6.8.3 At Rest Pressure
When movement on top of the retaining wall is restricted (Piritied or Fixed), at rest pressure may be computed as an equivalent fluid having a density of 58 pof for level backfill, For backfill specifics, refer to 6.8.2. Water proofing design and inspection of the retaining structures is beyond the scope of our work.
6.9 Slabs -on -Grade
Slabs -on -grade should be at least 5 inches in thickness and should be reinforced with No.4 bars at 16 inches on -center each -way. Interior stab oil grades in living areas and areas with floor cover should underlain by 15-inil plastic moisture barrier with two -inches of sand between the moist -Lire barrier and the stab and two (2) inches of sand under. Six (6) inches of crushed rock should be placed under all slab areas. Sawcuts (or cold joints) should be made on all exterior slabs, walkways and driveways, at maximum of 10 feet intervals each way, with a maximum length to width ratio of 2. Exterior slabs should have thickened edges of 18 inches deep and 6 inches wide.
6.10 Presaturation
Slab (nonstructural) subgrade soils should be presaturated to 130 percent of their optimum moisture to a depth of at least 18 inches prior to placement of crushed rock and moisture barriers. Presaturated slab sub -grade areas should not be allowed to dry prior to pouring the slabs. Adequacy and verification of presaturation adherence should be confirined by the project soils engineer or his on -site representative.
6.11 Type of Cement
Cement to be used in concrete in contact with on -site soils should be deteri-nined after the completion of grading operations. In lieu of water-soluble sulfate testing, sulfate resistant cement consisting of Type V cement with minimum compressive strength of 4501O psi and maximum water to cement ratio of 0.45 should be specified (Table 19-A-4 of U.B.Q.
6.12 Settlement
Subject to implementation of recommend atio n s contained herein, structures under static load may be expected to settle less than 0.5 inches with differential settlement not to Exhibit 1 P.A. & Associates, Lnc. 918 16
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
exceed 0.25 inches over 30 feet of horizontal span.
Our analysis of potential seismic induced settlement of saturated soils for the proposed development indicate the potential for approximately 0.91 inches of total settlement on the site due to earthquakes with historically high groundwater (8 ft. b.g.s.). The combined total and differential settlements are not expected to be greater than 2.0 inches and 1.0 inches, respectively.
6.13 Temporary Shoring/Bracing
For shoring/bracing of temporary cut surfaces steeper than 11-1: IV higher than 4.5 feet, we recommend trapezoidal/triangular distribution of earth pressure. For design detail, please refer to Appendix D. As an alternative to shoring, during grading the removals may be cut temporarily at 1: 1 H:V. above depth of 4.5 feet.
6.14 Surface Drainage Provisions
Positive surface gradients should be maintained away from planned structures, bean areas, etc., such that water is not allowed to flow uncontained on site, and should be contained in approved drainage devices. The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not less than one unit vertical in 20 units horizontal (5 percent slope) for a minimum distance of 10 feet (3048 rnin) measured perpendicular to the face of the wall. If physical obstructions or lot lines prohibit 10 feet (3048 rran) of horizontal distance, a 5 percent slope shall be provided to all approved alternative method of diverting water away from the foundation, Swales used for this purpose shall be sloped a ininil-M1111 of 2 percent where located within 10 feet (3048 min) of the building foundation. Impervious surfaces within 10 feet (3048 min) of the building foundation shall be sloped a inininium of 2 percent away from the building.
Exception: Where climatic or soil conditions warrant, the slope of the ground away from the building foundation shall be permitted to be reduced to not less than one unit vertical in 48 units horizontal (2-percent slope), The procedure used to establish the final ground level adjacent to the foundation shall account for additional settlement of the backfill.
Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water fi-orn entering buildings in accordance with the California Green Building Standards Code (CALGreen), Chapter 4,
6.15 Planters and Roof Drains
Planters adjacent to the foundation system should be provided with adequate drainage system such as a tub to prevent any moisture penetration into the Subsurface soil. The roof drains should be connected to approved devices or drainage areas.
Exhibit 1 P.A. & Assoc iates, Ine. 919 17
Client: Infrastructure Engineers Project File No: 2181,22-101 Project: Well No. I Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
6.16 Geotechnical Observation and Testing
In order to achieve client's desired quality control, observation and testing by our representative is recommended for the activities specified below:
During clearing of the site and performing any excavation; During graditig and recoiripaction operations on the site; During any excavation for building;
During shoring installation, if any;
During slab subgrade presaturation prior to placement of crushed rock; • During placement of sand & rnoistwe barrier to underlie interior slabs-, During backfill of any void and/or utility trenches;
During preparation of sub -base, base, and placement of asphalt pavement; When any unusual geotechnical conditions are encountered; Prior to final approval.,
6.17 Foundation Plan Review
It is recommended that P.A. and Associates review the foundation plans for the proposed the project as soon as they become available. The purpose of this review is to deterrnine if these plans have been prepared in accordance with the recommendations contained in this report. This review will also provide P.A. and Associates, Inc, an opportunity to submit additional recommendations for grading at the site as conditions warrant, and depending on the proposed building type, prepare appropriate foundation design values. The reconmiendations we made for the foundation are intended to assist the designers in generating a preliminary plan.
Exhibit 1 P.A. & Associates, [tic. 920 18
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
7.0 CLOSURE
7.1 Uniformity of Conditions
The recommendations and opinions expressed in this report reflect P.A.and Associates, hic.'s best estimate of the project requirements based on an evaluation of the subsurface soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations might be influenced by undisclosed and unforeseen variations in the soil conditions that may occur in intermediate and unexplored subsurface areas. Any unusual conditions not covered in this report that may be encountered during excavation and grading operations Should be brought to the immediate attention of the Project Engineer and/or Project Engineering Geologist so that we may make modifications to our recommendations if necessary.
7.2 Tine Limitations
The findings of this report are valid as of this date. Changes in the condition of a property can however, occur with the passage of time, whether they are due to natural processes or the work of man on this or adjacent properties. In addition, changes in the State -of -the -Art and/or government codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control. Therefore, this report should not be relied upon after a period of one year without a review by us verifying the validity of the herein contained conclusions and recommendations.
7.3 Professional Standard
In the performance of our professional services, P.A,and Associates complies with the standard of care and skill nornially exercised under similar circumstances, by members of our profession currently practicing under similar conditions in the same or sh-nilar localities.
The client recognizes that subsurface conditions may vary from those encountered at the locations where our borings, surveys and explorations are made, and that P.A.and Associate's data, interpretations, and recommendations are based solely on the information obtained by us, We will be responsible for those data, interpretations and recommendations, but shall not be responsible for the interpretations by others of the information developed.
Our services consist of professional consultation and observation only:, and no warranty is expressed, implied, or intended in connection with the work performed by Lis, by the furnishing of oral or written reports or findings.
Exhibit 1 P.A. & Associates, Ine. 921 19
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens,, California
P.A. & A.vvociate.v, Inc.
Exhibit 1
922
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 nnnp Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
APPENDIX A-1
FIELD EXPLORMION
Subsurface Exploi-ation
'rhe site exploration prograiii was perfornied ou the dates shown on the accompanying record of field exploration log sheets. Subsurface exploration was conducted in order to visually identify subgrade conditions, sairiple in -situ moisture and density, and other salient properties. Excavation locations were selected based on the proposed development concept relevance and necessity of subsurface data and accessibility. The number and depth of these excavations are considered adequate for estimation of subsurface conditions and characteristics, based on the development concept discussed in the text of the accolliparlying report,
Excavition Log Sheets
Exploration borings are graphically shown on the following log sheets. Each log shows the total depth achieved, the materials encountered, their observed engineering properties, results of correlative laboratory tests, and the presence, if any, Of groundwater, and the relative competency of excavation walls.
Classification
Earth materials encountered in the excavations were described in accordance with A.S.T.M. 'rest Designation D- 2487, visual classification of soils or aggregate rock tilixtures, per the Unified Soil Classification System (U.S.C.S.). This classification system is explained oil Page A-2 of Appendix A.
Sampling
Selected samples frorn these excavations were collected oil site and transported to the laboratory in scaled containers in order to preserve field conditions. Relatively undisturbed samples for in -place soil moisture, density, shear strength, swell and/or consolidation potential were contained utilizing driven steel tubes or brass rings (N* = blow counts per foot. S* = sample type: R= Ring, B� Bulk, T— Drive Tube). Bulk samples were also obtained for determination of maximum density and optimum moisture, as well as for preparation of removed samples for selected laboratory tests.
Laboratory testing procedures are described in Appendix B-1. Laboratory test results are shown oil the accompanying log sheets, commencing with Fig -Lire A-3, and are shown in table format beginning with Figure B-2 in Appendix B.
Use of Logs
Subsurface data depicted oil the accompanying logs represent subgrade conditions relevant to the specific location and date shown on Figure A-1 and the log sheets, respectively. Between exploratory excavations, subsurface conditions can and do change with respect to vertical and lateral extent, subsequent precipitation, land use:, and other conditions.
Interpretation of these logs by others is solely at the risk Of the User. These logs document conditions that Nvere used, in pail, to forni the: basis of findings, conclusions and recommendations presented in the text of the accompanying report, and may have: no relevance to other applications.
Exhibit 1 P.A. & Associates, Inc. 923
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 nimp Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
FR 9 9 011,21111 WPM
UNIFIED SOIL CLASSIFICATION SYSTEM
COARSE GRAINED SOILS
(More than 50 percent of mg-teriall is LARGER than No. 200 sieve size.) GW Well -graded gravel, gravel -sand mixtures, little or no lines GP Poorly graded gravel or gravel -wand nirmures, little or no fines GM Silty gravel, gravel -sand -silt mixtures
GC Clayey gravel, gravel -sand -clay rnixturLs
SW Well -graded sands, gravelly sands, little or no fines, SP Poorly graded sands or gravelly sands, little or no fines SM Silty sands, sand -silt mixtures
SC Clayey sands, sarid-clay mixtures
FINE GRAINED SOILS
(More than 50 percent of ataterial is SMALLER than 200 sieve size) ML Inorganic Silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silly clays, lean clays 01, Organic silts and organic silty clays of low plasticity MH hiorganic silts, micaccous or dimorimccous fine sandy or silty sails, elastic 'silts CH Inorganic clays of high plasticity, fiat clays
OH Organic clays of high plasticity, organic sifts
ts
Pt Peat and other highly organic soils
Boundary Classifications: Sails possessing characteristics of two groups are designated by combinations of group symbols Particle Size Limits
12 inches Boulders
Exhibit 1 P.A. & Associates, Ire. 924
........ . . . ... . ........ .... —
Date: 5,/17/2018 Logged By: JMR Equipment: CME 55 Street: I of 3 Boring No: B-1 ;Location: Figure A-1-1 Engineer: PA Hamner: 140lb/30" GroLiii11,ateriloteiicoLiiitered Total Depth: 51.5 ft.
Depth Blow Sample Moisture Dry Visual Soil Material Description Laboratory Test Results (ftCount Type M Density Log Class
per 12" 6" Turf with roots
--- Expansion index = 17
ML
Silt with some fine San(], very dark brown to gray, moist, Expansion Potential --- ........ fir -III, Very Low
Max, Dry Density
118.0pef
..... Optimurn Moisture
14.0 %
Internal Friction Angle
5 ---- R 7.4 116.0 = 21
SP-SM Sand with Some Silt, yellow, moist, medium dense, fine - Cohesion 280 psf
29 -grained.
to inedium
..........
..........
..........
10 --- SPT
.......... ..........
..........
....... ....
...... ..........
..........
15 6.3
..........
----------------------------------------------
..........
ML fine Sandy Sift„ gray, moist, stiff.
------- -------- ---------------------------------------------------- SM Silty fine Sand, gray, moist, medium (tense.
15 ---- SPT
-------- ------- 12 8.9 SC Clayey Sand, reddish yellow, moist, medium dense. 20 ---- SPT
7.9 -------------- --------------- ------------------------------------ 25 ---- SPT
Sand with trace fine Gravel, gray, moist, dense, medium
2.3 35
S P ,Eaiicd, yartzo-fieldspathi rith biotite.
NOTE; Please refer to Figure A-2 for Explanation of symbols, TITLE: LOG OF EXPLORATORY BORING
P -P k PROJECT: Veterans Park, Bell Gardens, California A-3 & ASSOCIATES, INC. PROJECT NO: 218122-101 DATE: 6/21/2018 JBY: JR Exhibit 1 925
Date: 5/17/2018 Logged By: JMR Equipment: CME 55 Slieet: 2 of 3 Boring No: B-1 Location: Figure A-1-1 Engineer: PA Hamner: 140lb/30" Groundwater not encountered Total Depth; 51.5 ft.
Depth Blow Sample Moisture Dry Visual Soil Material Description Laboratory Test Results (ft,) Tcount Type M Density Log Class
TZ: E
Sand with trace fine Gravel, gray, moist, dense, ime-d—nim.
S P
--- 35 23 grained, quartzo-feldspathic, with biotite.
R.
30 ---- SPT
--- 53 2,1
--- 40 1.9
-------------------------------- - ------ ---------------------------------------- R %f
40 ---- SPT
SW S.
and ivith (rate fine Gravel, gray, moist, dense, fine- to - --- 68 2 coarsC-gTai tied, quartzo- feld spat It ic, with biotite, --- 50
--------- ------- -------- ------ --------- --- ----------------------------------- 50 ---- SPT I ML Si It, mottled yellow/gray, moist, very stiff, 19 [M 7.8
NOTE: Please refer to Figure A-2 for Explanation of symbols.
FIGURE NO.:
TITLE: LOG OF EXPLORATORY BORING
PROJECT: Veterans Park, Bell Gardens, California A-4
P. A & ASSOCIATES INC PROJECT NO: 218122-101 DATE: 6/21/2018 BY: JR Exhibit 1 926
Date: 5/17/2018
Logged By: JMR
Equipment: CME 55 Sliect:: 3 of 3
Boring No: B-1
Location: FigureA-1-1
Engineer: PA
Hamnier: 1401b/30" Groundwater not encountered.Total
Depth: 51.5 ft.
Deptlr Blow Sample
Moisture Dry Visual
TDensity
Soil Material Description
Laboratory Test Results
(ft
Lo
Class
19 7 8
ML
Silt, mottled yellow/gray, moist, very stiff.
T.D. 51.5 ft.
55 ----
Pilo CaOng
Groundwater Not Encountered
35 ----
40 ----
45 ----
50 ----
NOTE: Please refer to Figure A-2 for Explanation of symbols. w
TITLE: LOG OF EXPLORATORY BORING FIGURE NO.:
PROJECT: Veterans Park, Bell Gardens, California A-5
P A. & ASSOCIATES, INC. - PROJECT NO: 218122-101 �DATE. 6121/2018 JBY: .fill.
Exhibit 1 927
Date: 5/17/2018 Logged By: JMR Equipment: CME 55 Sheet: 1 of 2 Boring No: B-2 Location: Figure A-1-1 Engineer: PA Harrimer: 140lb/30" Grutindwater not encountered Total Depth: 26,5 ft.
Depth Blow Sample Moisture Dry Visual Soil
Material Description Laboratory "Pest Results
(ft.) Count Type M Density Lo Class
per 12" 6" Turf with roots
- Expansion index = 37
ML Silt with sonic fine Said, very dark brown to gray, moist, Expansion Potential = Firm. Low
Max. Dry Density
= 115.0 pef
Optimum. Moisture
=14.5 %
5 - R 3.1 108.2
SP-SM Sand with some Silt, yellow, moist„ medium dense, t ne- -- 32 to rnedianw-grained,
--------------------- ------ --'------------------
10 ---- R 6.7 131.7 ;
39 SM Silty fire Sand, yellow, moist, medium dense.
_____ -------- _____ _____ ___________,____
i
15 -_ R 5.8 124.1
SM Silty fine S,ina1, reddish yellow, moist, dense, poorly --- 73 ill=i indurated.
20 ---- R 4.8 104.9
82/11"
------------------------------------------------
-4 -------- ---
t :
ir.
�y ti•ti1�•ti.
r r r•rr+
25 ---- R 1.6 109.7
r r r•r•r•
1 ti h`•••4
.� r4� rwrw� •�r.r F CL Sand wvith trace fine Gravel, reddrs'1'w yellow, moist, 80/1.0" ;^: ;�;; rtif�r�a1rr? SP dense,Mediunr- rained, uartzo-fcldsaatltic,biotite.
NOTE: Please refer to Figure A-2 for Explanation of symbols.
TITLE: LOG OF EXPLORATORY BORING FIGURE NO,:
PROJECT: Veterans Park, Bell Gardens, California
R. A. & ASSQq!gES., INC. PROJECT NO: 218122-101 DATE: 612112018 BY: JR Exhibit 1 928
)ate: 5/17/2018 Logged By
,ocation: Figure A-1-1 Engineer:
Depth Blow Sample Moistur
(ft.) Count Type M
J
1,6
45 50
JMR Equipment: CME 55 jSheet: 2 of 2,
PA Hammer: 140lb/30" Groundwater not encountered
Dry ViSUal Soil Material Description
Log Class
ensity
SP
I Sand with trace fine GraNrej, reddish yellow, moist,
T.D. 26.5 ft.
No Caflug
Ground water Not Encountered
DTE: Please refer to Figure A-2 for Explanation of sytnbols.
TITLE: LOG OF EXPLORATORY BORING
OM000 E I PAL PROJECT: Veterans Park, Bell Gardens, California P. A. & ASSOCIATES,J—NC, PROJECT NO: 218122-101 IDATE: 6/21/2018 1BY; JR Boring No: B-2
Total Depth: 26.5 ft.
Laboratory Test Results
FIGURE NO.:
A-7
Exhibit 1 929
Date: 5/17/2018
Logged By: JMR
Equipment: CME 55
Sheet: I of 2
Boring No: B-3
Location: Figure A-1-1
.. 1,111.
Engineer: PA
Hammer: 140lb/30" Groundwater not encountered
Total Depth: 3L5 ft.
Depth B I - 0
w S I I I n . pie
Moisture Dry Visual
Material Description
Laboratory Test Results
(ft.) Count Ty2e
Density LogClass
Lo
per 12"
6" Turfwith roots
ML
Silt with some fine Sand, very dark brown to gray, moist, ...
firm.
5 -------
R
----------------
6A
122.0
H114HHA
----------------------------------------------
.......
SP-SM
Smid with sonic Silt, yellow, moist, medium dense, fine- 53 ..........
to (medium -grained.
10 ----
--------------
R
---------------
9.7 114.3
--------------------------------
-----------
SM
Silt), fine Sand, yellow, moist, medium dense.
43 15 ----
--------------
SPT
----------------
------
---------------------------------------
Sillit svitli some San(], trace Clay, yellow, moist, very ---
22 12.2
NIL
st iff.
20 ----
-------------------------------
SPIT
------------------------------ -----------
SM
Silty title Sand, yellowish/ reenish brown, moist,
20 5.7
file Will dcllse.
--------------
--------
----
-----------------------------------------------
25 ----
SPT
3.3 Sand with trace fine Gravel, yellowisli brown, moist, ---
41 R
SP
dense, inedium-grained, quartzo4elds atNc, biotite.
NOTE:
Please refer
to Figure
A-2 for Explanation
of
symbols.
TITLE:
LOG OF
EXPLORATORY
BORING
FIGURE NO,
PROJECT: Veterans, Park, Bell Gardens, California A-8
F A. & ASSOCIATES, INC. PROJECT NO: 218122-101
DATE:
(: JR
Exhibit 1 930
............
Date; 5/17/2018 Logged By: JMR Equipment: CME 55 Sheet: 2 of 2 Boring No: B-3 Location: Figure A-1-1 Engineer: PA Hammer: 140lb/30" i Growidwater not encountered �Total Depth: 31.5 ft.
Depth Blow Sample Moisture Dry Visual Soil
T5 Material Description Laboratory Test Results
Count
-__(ft. T
Ty2e Density Loy Class
'4fZMRZfZ'1
SP
41 3.3 Sand with trace fine Gravel, yellowish brown, 1110ist, -grained, quartzo-feldspathic, biotite.
dense, nicdium
----------------------------------------
-------------------------- W ------
rtirtir+
rtir,
30 ---- SPT
Sw fine- to crse,-grained
--- 47 2.2
T.D. 31.5 ft.
35 ---- No CaNing
Groundwater not encountered
40 ----
45 ----
50 ----
NOTE: Please refer to Figure A-2 for Explanation of symbols. ........................
TITLE: LOG OF EXPLORATORY BORING FIGURE NO.:
PROJECT: Veterans Park, Bell Gardens, California
-ja IP&I A-9
R A & ASSOCIATES, INC. PROJECT NO: 218122-101 DATE: 6/21/201 Exhibit 1 931
Date: 5/18/2018 Logged By: JMR Equipment: CME 55 Sheet: I of 2 Boring No: B-4 Location: FigureA-1-1 Engineer: PA Hammer: 140lb/30" Groundwater not encotintered Total Depth: 26.5 ft.
Moism— Dry Visual Soil Material Description Laboratory Test Results I Density Log Class
T(ftP71)11=ST elo M
per 12" 6" Turf,,vith roots
ML Silt with some tine Sand, very dark brown to gray, moist, --- finn.
R 12.9 1009_41lly,yj
SM Silty fine Sand, yellowish gray, moist, loose,
............
...........
--- 1.5
5 ....
--------- ------- ----------------- ------------------------------------------------- R 2.9 101.8 ML Silt„ gray, moist, very stiff.
----- ---------------------------------------
--- 45
SP-SM Sand with some Silt, gray, moist, medium dense, fine- ..........
...........
....... grained.
10 ---- R 33 106.0
........ ..... Xx":
--- 36
............
..........
..........
------------- ------- ----- --------------------------------------- 15 ---- R 12.5 111.1
SC Clayey Sand, reddish yellow, moist, loose.
10 ------------------------------ ----------------- ----------------------- 20 ---- R 6.1 117.1
7=7
Sp-Sm Sand with some Silt, yellow, moist, mcditun dense, rule- --- 40
No to medium -grained,
- - - - - - - - - - - - - - - - - - - - -
25 ---- R 1.2 96.9 Sand with trace fine Gravel, yellowish brown, moist, SW dense, fine- to coarse -grained, quartzo-feldspathic, biotite. 53 NOTE: Please refer to Figure A-2 for Explanation of symbols.
FIGURE NO.:
TITLE: LOG OF EXPLORATORY BORING
PROJECT: Veterans Park, Bell Gardens, California A _10
P. A. & ASSOCIATES, INC, PROJECT NO: 218122-101 DATE: 6/21/2018 BY: JR Exhibit 1 932
Date: 5/1812018
Location: FipreA-1-1
Dept]TB Nv nple
I C I 7ot FSTai
Count
M Count Ty pe
Logged By: JMR
Engineer: PA
Moisture D y Visual
Density Log
Equipment: CME 55 Slieet: 2 of 2
Hanuner: 1401b/30" Growidwater wt encountered
Soil Material Description
Class
Boring No: B-4
Total Depth: 26.5 ft,
Laboratory Test Results
53 Sw
Sind with trace fine Gi -avel, yellowish brown, moisi,
dense, fine- to coarse-graincd, qtiartzo-feldspathic, biotite. 30 ----
T.D. 26.5 ft.
No Calving
Groundwater not encountered
35 ----
40 ----
45 ----
50 ----
NOTE:
Please refer to Figure
A-2 for Explanation
of
symbols,
LOG OF EXPLORATORY BORING FIGURE NO.:
1pkTITLE:
PROJECT:
Veterans Park, Bell Gardens, California A-11
P. A. &
ASSOCIATES, INC.
PROJECT NO:
218122-101 DATE: 6/21/2018 BY: JR
Exhibit
1 933
Date; 5/18/20t8
LoggedBy: JMR
Equipment: CME 55
Sheet!: I of 2
Boring No: B-5
Location: FigureA-1-1
Engineer: PA
—
Hammer: 1401b/30" (3rotiiidwateritoteilcokijitercd
Total Depth: 26,5 ft.
DepthI BlowI Sample
Moisture TDr� Visual
l
Soil
Material Desorption
Laboratory Test Results
(ft.) Count Tpe
M Delsity7Log
Class
Per 12"
6" Turf with roots
ML
Silt with some fine Sand, very dark brown to gray, moist, ---------------
---------------
fljl�.UJ
------------------------------------------
firm.
5 ----
R
53 114.6
..........
SM
Silt), fine Sand, gray, moist, medium dense, some roots. 45 -------
----------------
----------------------------------------------
R
9,6
113.7
28 ----------------
.-ML-
Saud,) -Silt, gray- moist, very stiff,----------------
SP-SM
Sand with some Silt, gray, moist, inedium dense, fine- to 10 --- -
............
anediiiiir grained,
---------------------------------
R
12.8 95.3
---------------------------------------
SC
Cla.Vey Sand, reddish yellow, moist, loose.
12 15 ----
------
-------
R
--------
12.7 ------
113.0
All
-----------------------------------------------
fine Sandy Silt with some some pebbles, yellow, moist,
22 ML
very stiff.
20 ----
-----------------------
R
14.0 ------
IOU
----------------------------------------------
SM
Silty fine Sand, yellow, moist, medium dense.
40 ----------
--------------
--------
------
-------------------------------------
25 ----
R
13 Sajid witli trace fine Gravel, yellowish brown, moist, ;Wel
SW
dense, Bile to coarse —grained, quartzo-ficIdspathic, biotite. ---
49 NOTE: Please refer to Figure A-2 for Explanation of symbols.
FIGURE NO.:
TITLE: LOG OF EXPLOR.XrORY BORING
PROJECT: Veterans Park, Bell Gardens, California
A-12
P. A. & ASSQ!AT�.�$, aNC,
PROJECT NO: 218122-101 DATE: 6/21/2018 1 BY: JR
Exhibit 1 934
Date: 5/18/2018
Logged By: JMR
Equipment: CME 55
Sheet: 2 of 2
- - ------- -------- ---
Boring No: B-5
Location: Figure A-1-1
Engineer: PA
Hammer: 140lb/30" Groundwater not encountered
Total Depth: 26.5 ft.
Depot Blow Sample
Moisture Dry Visual
Soil Material Description
Laboratory 'rest Rmflt.S
Density Log
Class
I V. %P
Sw
49 Sand with trace flne Gravel, yellowish brown, moist, dense, fine- to coal-SC-gTaincd, quartzo-feldspatlik, biotite. ----
30 T.D. 26.5 ft.
No Caving
Groundwater not encountered
35 ----
40 M.
45 ----
50 NOTE: Please refer to Figure A-2 for Explanation of symbols.
LOG OF EXPLORATORY BORING
FIGURE NO.
rkTITLE:
PROJECT: Veterans, Park, Bell Gardens, California
A-13
P. A, & ASSOCIATES, INC. PROJECT NO: 218122-101 DATE: 6/21/2018 BY: JR Exhibit 1 935
Date: 5/18/2018
. . ....
Logged By:: JMR
........ .........
Equipmeut: CME 55
Sheet: I of 2
Boring No: B-6
Location: FigureA-1-1
Engineer: PA
Hammer: 1401b/30" Groundwater not encountered.
Total Depth: 26.5 ft,
Depth Blow Sample
(ft,) Count I Type
Moisture Dry Visual
M Density Lo
Soil Material Description
Class
Laboratory Test Results
per 12"
6" Turf with roots
ML
Silt with some fine Sand, very dark brown to gray, moist, ------------------------
-------
----------------------------------------------
firm.
5 R
16 109.9
SM
Silty filic Sand, gray, moist, medium clense, some roots. 24 R
103
124.7
20 10 ----
5.2 95.8
R
---
t9
----------------
------
-------
-----------------------------------------------
15 ----
SPT
ML
Silt, gray, moist, stiff,
97 -----------------
---
----------------------------------------------
SM
Silty flne Sand, reddish yellow, moist, medium dense..
---
9.2 20 ----
SPT
24 to.o
SM
Silty fine Sand, yellow, moist, medium dense,
------
-------
--------
------
----------------------------------------------
tkr
25 26
Pl
1.8 SP,
Sand Nvi(h trace fine Gravel, gray, moist, mediuni dcose, medium —grained, quartzo-feldspathic, biotitc.
NOTE: Please refer to Figure A-2 for Explanation of symbols.
TITLE: LOG OF EXPLORATORY BORING FIGURE NO.:
PROJECT:Veterans Park, Bell Gardens, California
I
A-14
F�.. A-. ASSOCIATES " �INC.
PROJECT NO: 218122-101
DATE: 6/21/2018
BY: JR
Exhibit 1 936
Date: 5/18/2018
Logged By: JMR
Equipment: CME 55
Sheet: 2 of 2
Boring No: 13-6
Location: Figure A-1-1
Engineer: PA
Hammer: 140]b/30" Groundwater not encountered
Total Depth: 26.5 ft.
Dept] v sample
7c,, 01111t
Moisture ry Visual
Snail Material Description
Laboratory Test Results
Type
M Density Lo
Class
'19
&404
wwwwh
sw
Sand with trace fine Gravel, yellowish brown, moist,
dense, fine- to coarse -grained, quartzo-feldspatbic, biotite. 30 ----
T,D. 26.5 ft.
No Ca%ing
Gromidwater not encountered
35 ----
40 ----
45 ----
50 ----
NOTE: Please refer to Figure A-2 for Explanation of syrabols.
LOG OF E� XPLORATORY BORING FIGURE NO.:
rkTITLE:
PROJECT: Veterans Park, Dell Gardens, California A'45
P. A & ASSOCATES, INC. PROJECT NO: 218122-101 DATE: 6/2 Y: JR I iHli I
Exhibit 1 937
Date! 5/18/2018 Logged By, JMR Equipment: CME 55 Sheet: I of 2 Boring No: B-7 Location:
._ Figure ' A-1-1 Engineer: PA Harnmer: 1401b/30 " Groundwater not encountered Total Depth: 31.5 ft.
Depth Blow Sample Moisture Dry Visual Soil Material Description Laboratory Test Results pe Den (ft.) I Count Ty Density Lo Class
.... g,
per 12 6" Turf with roots
... Expansion inclex = 21
ML Silt with some fine Sand, very dark brown to gray, moist, Expansion Potential firm. Low
Max. Dry Density
---------------------------------- ---------------------------------------= 123.0 pcf ------
Optimum Moisture
12,0 %
.......... 5 ---- R 6.7 97.1
38 ...... SM Silt), fine Sand, yellow/gray, moist, mediont dense, ..........
--------- ---------- ---------------------------------------------- N
.10 ---- R 3.3 108.3
SM Silty fine Sand, gray, moist, mcdiuni dense.
47 15 ---- SPIT
--- 28 5.1
-------------------------- -------------------------------- ..........
20 SPT
SP-SM Sand with some Silt, gray, moist, dense, fine- to inedium- 34 3.3 ... grained,
..........
rLrLr
..........
..........
---------------- ------ --- ---- ------------------------------------- 25 Sand with trace fine Gravel, yello%visli brown, moist, --- 31 2A SW dense, fine to coarse --grained„ quartzo-feldspathic, bioti(e.
NOTE: Please refer to Figure A-2 for Explanation of symbols.
TITLE: LOG OF EXPLORATORY BORING FIGURE NO.:
PROJECT: Veterans Park, Bell Gardens, California A-16
P. A. & ASSOCIATES, INC. PROJECT NO: 218122-101 DATE: 6/2112018 1BY: JR, Exhibit 1 938
Date: 5/18/2018
Logged By: JMR
Equipmem: CME 55 Sbeet: 2 of 2
Boring No: 13-7
Location: Figure A-1-1
Engineer: PA
Hammer: 140lb/30" Gromidwater not encoumered
Total Deptli: 31.5 ft.
... ... .. ...
Moisture . ............... D " r y ................ ................... ..........
I VLi SoL Iga I
Soil
Material Descriptim
Laboratory Test Results
Deptl I
Saar le
(ft
Count
Count
Co
Type
M Density
Class
---
31 2A
Sw
Sand with trace fine Gravel, yellowish brown, moist,
cease, fire to coarse—graimd, quartzo-feldspatbic, biotitc. l.rnrnr.1%
30 ----
SPT
---
33 2.2
T.D. 31.5 It.
No Calving
35 ----
Groundwater Not Encountered
40 ----
45 ----
50 ----
NOTE! Please refer to Figure A-2 for Explanation of symbols. ... .......... . ....
LOG OF EXPLORATORY 13ORING
rokTITLE:
PROJECT: Veterans Park, Bell Gardens, California
A-17
F k & ASSOCIATES, INC. PROJECT NO: 218122-101 Y: JR
Exhibit 1 939
Date; 5/18/2018 Logged By: JMR Equipment: CME 55 Sheet; I of 2 Boring No: B-8 Location: Figure A-1-1 Engineer: PA I-Immum 140lb/30" Grotiridwater not encountered Total Depth: 23.5 ft.
Deptlm Blow Sample Moisture Material Description Laboratory Test Results Count Type (l Density Ltm Class
per 12" 6" Turfwilb roots
ME Silt with some fine Sand, very dark brown to gray, moist, --- firm,
-
-------------------- ---------- - --------------------------------------------- 5 ---- R 3.4 106.3
Silty line Sand, yellow/gray/brown, moist, medium
SM
--- 31
dense.
--- SPT
-4. 4 yellow to gray
-- 17
10 ----
SM Silty flue Sand, gray, moist, medium dense.
------ ---------------- ------ - ---------------------------------------------- R 4.0
'th
..... ..... .....
SP-SN[ Sand NO sonic Silt, gray, moist, medium dense, medium 52 grained, thin Silt layer.
------ ------- -------- ------ ----------------------------------------------- --- SPT
'SM Silty Sand, yellow, moist, medium dense, fine- to medium --- 25 5.2
grained.
.......... --- ..........
..........
20 ----
..........
------------------------------- ----------------------------------------------- R 3.3 111.4 Sand svith trace fine Gravel, yellowish brown, moist, ..........
SW dense, fine to coarse —grained, quartzo-feldspathic, biotite. --- 68
..........
--- T.D. 23.5 ft.
25 ---- No CaAng
Groundwater Not Encountered
NOTE: Please refer to Figure A-2 for Explanation of symbols. k' TITLE: LOG OF EXPLORATORY BORING FIGURE NO.:
PROJECT: Veterans Park, bell Gardens, California A-18
PP.A. &-ASSOCATES, INC PROJECT NO: 218122-101 DATE: 6/21/2018 BY: JR Exhibit 1 940
Date: 5/18/2018
Logged By: JMR
Equipment: CME 55
Sheet: I of'2
Boring No: B-9
Location: FigureA-1-1
Engineer: PA
Hammer: 140]b/30" (3rouiifjwatertrot eiicottritere(I
Total Depth: 21.5 ft.
................ ......... ..
Depth
s(ureTTD Dry Visual s ua I
E
Soil Material Description
Laboratory 'rest Results
(ft')
Dens
Density Lo
ity Lo
Class
per 12"
—
---------
6" Turf witli roots
Ml�
Silt with sonie fine Sand, very dark brown to gray, moist, cl till.
-----------------------
------
1A]
---------------------------------------------
5 R
2.3 104.7
SP-SM
fine Sand with some Silt, yellow/gray, moist, mcclitull 36 dcnse.
10 ----
R
103
105.0
34 -------------------------------
----------------------------------------------
15 ----
R
8.8 128.8
Sand, yellow, moist, medium. dense, fine- to medium-
- --
38 gnlillcd.
20 ----
R
7.1 ---
46 T. D. 21.5 ft.
No Caving
25 Gi-oundivater Not Enconn(cred
NO1"E: Please refer to Figurefor Explanation of symbols. ..A-2
TITLE:� LOG OF EXPLORATORY BORING
FIGURE NO,
PROJECT:. Veterans Park, Bell Gardens, California
A-19
P. A. & ASSOCIATES, INC. PROJECT NO: 218122-101 DATE: I-: Y: JR Exhibit 1 941
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
Owl XMINIM U
Exhibit 1 P.A. & Associates, Inn. 942
Exhibit 1 943
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
C
LABORATORY TESTING
P.A. & Associates, Inc.
Exhibit 1 944
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Prinip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
APPENDIX B-1
LABORATORY TESTING PROGRAM
Laboratory tests were performed on selected samples in accordance with one or more of the standard testing methods shown below, A summary of laboratory test results follows, beginning with Appendix B-2, Discussion, conclusions and recommendations pertaining to these results may be found in the text of the accompanying report.
Unified Building Code
No. 18-2 Expansion Potential
State of California
Department of Transportation
(CALTRANS)
No, 216 In -Place Soil Density
No. 301 Resistance (R-ValUC)
American. Standards
for Testing and Materials
(A.S.T.M)
D-421-85(2007) Grain Size Analysis - Mechanical Method
D-422-63(2007)e2 Grain Site Analysis - Hydrometer Method D-698-12e1
Moisture, Density
D-854-14
Specific Gravity
D-1556-07
In -Place Soil Density - Sand Cone
D-1557-12
Maximum Density and Optimum Moisture
D-1883-07e2
California Bearing Ratio
D-4254-00(2006,)cl
Relative Density
D-2166/D2166M- 13
Unconfined Compression
D-2216-10
Water Content Determination
D-2419-14
Sand Equivalence Testing
D-2435/D2435M-1 I
Consolidation Testing
D-2487-11
Unified Soil Classification System
D-2937-10
In -Place Soil Density- Driven Tube
D-3080/D3080M-1 I
Direct Shear
D-4318-10cl
Liquid and Plastic Limits and Plasticity Index
D-4253-00(2006)
Maximum Index Density
D-4254-00(2006)el
Maximum Index Density
P.A. & A.vsociates, lite.
Exhibit 1 945
Client: Infrastructure Engineers
Project: Well No. I ninip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
Project File No: 218122-101
APPENDIX B-2
LABORATORY TEST SUMMARY
Expansion Test Results
Location Depth
Soil
Expansion
Expansion
(Feet)
Type
Index
Potential
B-1 1-4
fine Sanndy Silt
17 Very Low
grayish brown
B-2 1-4
Silt with sorne fine Saind
37 Low
Clark grayish brown
B-7 1-4
fine Sandy Silt
21 Low
grayish brown
Maximum Dry Density - Optimum Moisture
Location
Depth
Soil
Maximum
Optimum
(Feet)
Type
Di-y Density
Moisture
B-1
1-4
fine Sandy Silt
118,0
14.O %
grayish brown
B-2
1-4
Silt with some fine Sand
115.0
14.5%
dark grayish brown
B-7
1-4
fine Sandy Silt
123.0
12.0%
grayish brown
Exhibit 1 P.A. & Associates, ]inc. 946
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Punip Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
APPENDIX B-2 (Continued)
Direct Shear Strength
Location
Depth
Soil
Internal
Cohesion
(Feet)
Type
Friction Angle
(psf)
B-1
1-4
Sandy Silt
21 280
grayish brown
Sieve Analysis
Location
Depth
Percent finer than
Percent finer than
Percent finer than
(Feet)
No.50 (0.0117",
No,.100 (0.0058",
No.200 (0'.0029",
0.3 mm)
O'.147 nun)
0.075 n-un)
B 1
1-4
73.5%
B 1
10 363 %
B-1
15 48.9%
B-1
20 49.7%
B-1
25 12.4%
B-1
30 3.1 %
B-1
35 6.9%
B 1
40 6.1%
B-1
45 4,6%
B 1
50 71.3%
P.A. & Associates, Inc.
Exhibit 1 947
Exhibit 1
N •
PROJECT NO.: 218122-101 LEGEND
CLIENT: Infrastructure Engineers CONSOLIDATED
PROJECT NAME: Bell Gardens Skate Park EFFECT OF ADDED WATER — — — — — - BORING NO.: B-2 DEPTH: 10 ft. REBOUND
0.01 WATER AIDE
... ... . . .....
. ....
. . ......
0.02 0 2
0.03 0.04
u
0.0.5 OM
0.07 OS
0.09 0.10
0 0 c 0 cpp
0 0 0 0 0 0 0 0
0 0 2 0 C, 0 0 C,
LOAD: POUNDS PER Q. FT.
Plate B,
Exhibit 1 949
PROJECT NO,: 218122-101 LEGEND
CLIENT: Infrastructure Engineers CONSOLIDATED
PROJECT NAME: Bell Gardens Rate Park EFFECT OF ADDED WATER — — — — — - BORING NO.: 1B-2 DEPTH: 15 ft. REBOUND
O.W
t o
7-
I WATER ADDED1
0.01 0.02
o.ol
0 J 0.04
6-
0.0-
0.06 O07
0,08
o.og
0. PC
0.11 0 0
LOAD: POUNDS PER SQ. FT.
1. Plate B-5
.. . . ............ .. . . . . .............
Exhibit 1 950
PROJECT NO.: 218122-101
CLIENT: Infrastructure Eu&jeers
PROJECT NAME: Bell Gardens Skite Parh
BORING NO,.: B-2 DEPTH: 20 ft.
LEGEND
CONSOLIDATED
EFFECT OF ADDED WATER
REBOUND
0 0 C, 0
a C, 0
r- C, 10
LOAD: POUNDS PER SQ. FT.
Exhibit 1 951
PROJECT NO.: 218122-101 LEGEND
CLIENT: Infrastructure Engineers CONSOLIDATED
PROJECT NAME: Bell Gardens Skate Park EFFECT OF ADDED WATER BORING NO.: B-3 DEPTH: 10 ft. REBOUND
T-
0.01 WATER ADDED 1
0,01
0,02
Y40
0 0,03
0 0.04
0 0.05
0.06 0.07
0.08 0.09
0.1()
0,11
........... . .
C, 0 0
0 c 0 C, 0 0 a C, 0 0 0
10 LOAD: POUNDS PER SQ. FT,
1pkl - 'late
B-7
Exhibit 1 952
PROJECT NO.: 218122-101 LEGEND
CLIENT: 1"fir"1.structure Engineers CONSOLIDATED
PROJECT NAME: Bell Gardens Skate Park EFFECT OF ADDED WATER — — — — — - BORING NO,: B-4 DEPTH: 7' ft. REBOUND
0.01 WATER ADIT I
I
I
I
-T-
t 0-
0.01 O02
0 0.03
0 0.04
7)
.. ... ... .....
.. . . . ......
0 0106
114
0.07 0.08
. ...... ...
0.10 0.11
. . .. ......... .... .
. ...... . .......
v
c ID 0 C, 0 0 0 0 0 0
0 0 C
LOAD: POUNDS PER SQ. FT.
IPJPlate
B-8
Exhibit 1 953
0.0 Elm
0,0
0,0
0,0,
0.0 0.0
0.0 0.1
0.1 PROJECT NO.: 218122-101
CLIENT: lafrastruct tire higincers
PROJECT NAME: Bell Gardens Skate Park
BORING NO.: B-4 DEPTH!: 7 ft.
LEGEND
CONSOLIDATED
EFFECT OF ADDED WATER
REBOUND
ADDED
WATER ADDED
_T
. . ..........
Boom
m
0 0 C, 0 0 c 0 0
C, 0 0 0 c 0 C,
C C, c 0 c 0
w C, I
LOAD: POUNDS PER SQ, FT.
Exhibit 1 954
PROJECT NO.: 218122-101 LEGEND
CLIENT: Infrastructure Engineers CONSOLIDATED -------
PROJECT NAME: Bell Gardens Skate Park EFFECT OF ADDED WATER — — — — — ®.
BORING NO.: 13-6 DEPTH: 8 ft. REBOUND
0 7-
0.01 j
WATER ADDE
0 ....... ... .
OM
O�. 02
0,03
0 0,04
0 0.06
0.07 0.08
OAJ9
0, 10
0 (1, 11
c 0 0 0 0 0
LOAD: POUNDS PER Q. FT.
":A Plate B u
.......... .. .
Exhibit 1 955
PROJECT NO.: 218122-101 LEGEND
CLIENT Infrastructure Engineers CONSOLIDATED
PROJECT NAME: Bell Gardens Skate Park EFFECT OF ADDED WATER — — — — — - BORING NO.: 13-6 DEPTH: 12 ft. REBOUND
0 0.01
IWATER ADDOD
0.01 0.02
. .. . .. ...................
0,03
0.04 Ln
z
0 u
0.05 0.06
0.07 om
0.09 10
0A]
EL11
............. . . . . ..........
#
I
it
0 0 0 0 a
ca 0 0 c 0
LOAD: POUNDS PER Q. FT,
...;'
Platc B-11
Exhibit 1 956
PROJECT NO.: 218122-101 LEGEND
CLIENT: Inn structure Engineers CONSOLIDATED — — — — — — PROJECT NAME: Bell Gardems Skate Park EFFECT OF ADDED WATER — — — — — - BORING NO, 11-8 DEPTH: 12 ft. REBOUND
0.01 �-------
VI
WATER ADDED
I
. . . ........
0,01
. ....... . .
.... .
0,02
0 - - -------- - -
0,04
z
u 0.05
1 1
1 1
0.06 0.07
0.08 0.09
0.10 0.11
—ILL
a 0 0 0 0 c § co, 10, Cc, 0 0
0 a C, 0 C, 0 0 0 0 0 0 0 0
10 01 11 M 10 rl- 01
LOAD: POUNDS PER Q. FT,
-12 .. Plate B
Exhibit 1 957
PROJECT NO.: 218122-101 LEGEND
CLIENT: Infrmstructure Engineers CONSOLIDATED ------
PROJECT NAME: Bell Gardens Skate Park EFFECT OF ADDED WATER — — — — — - BORING NO.: B-9 DEPTH: 15 ft. REBOUND
Z
0101
WATER ANTED
,R ADDED
t
;-T-
0.01 0.02
I—
. . .. . . ..... . . ..... .......... .
Q
O03
0 4 0.04
0 0,0-5
0.06 0.07
olos
OM9
0. 10
0.11 cl 0 0 0
cl
LOAD: POUNDS PER SQ. FT,
Platc B
Exhibit 1 958
Client: Infrastructure Engineers Project File No�: 218122-�101 Project: Well No. 1 Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
LIQUEFACTION ANALYSIS BY SPT
m
SETTLEMENT ANALYSIS
Exhibit 1 P.A. & Associates, Ine. 959
LIQUEFACTION ANALYSIS
Bell Gardens
ra"r-Maty on, � - 11 11 1
Shear Stress Ratio
(ft), 0
10 20
30 MEO
50 CRR — CSR fs4--
Shaded Zone has Liquefaction Potential
a
70 Factor of Safety Settlement
1 0 1 5 0 fin.) I
= 0.91 in,.
crated
Unsaturat. —
Magnitude=6.7
Acceleration=0.791g
Soil Description
Exhibit 1 960
Liquefy cal.
LIQUEFACTION ANALYSIS CALCULATION DETAILS
Copyright by CivilTech Software
www.civiltech.com
Font: Courier New, Regular, Size 8 is recommended for this report.
Licensed to , 6/20/2018 1e:40:09 AM
Input File Name: C:\Liqluefy5\Bell Gardensliq
Title: Bell Gardens
Subtitle:
Input Data:
Surface Elev.=
Hole No.=B-1
Depth of Hole=:50.00 ft
Water Table during Earthquake= 8.00 ft
Water Table during In -Situ Testing= 60.00 ft
Max. Acceleration=0.79 g
Earthquake Magnitude=6.70
No -Liquefiable Soils: CL, OL are Non-Liq. Soil
1. SPT or BPI Calculation.
2. Settlement Analysis Method: Tokimatsu/Seed
3. Fines Correction for Liquefaction: Idriss/Seed
4. Fine Correction for• Settlement: During Liquefaction*
5. Settlement Calculation in: All zones*
6. Hammer Energy Ratio, Ce =1.27
7. Borehole Diameter, Cb= I
B. Sampling Method, Cs= 1.2
9. User request factor of safety (apply to CSR) j User = 1.3 Plot one CSR curve (fsl-User)
10. Average two input data between two Depths: Yes*
* Recommended Options
In -Situ Test Data:
Depth SPT Gamma Fines
ft pcf %
5.00 28.00 118.00 73.50
10.00 15.00 118.00 36.30
15.00 12.00 118.00 48.90
20.00 18.00 118.00 49.70
25.00 35.00 118.00 12„40
30.00 53.00 118.00 3.10
35.00 40.00 118.00 6.90
48.00 68.00 118.00 6.1e
45.00 50.00 118.00 4.60
50.00 19.00 118.00 71.30
Output Results:
Calculation segment, dz=0.050 ft
User defined Print Interval, dp=1,00 ft
Peak Ground Acceleration (PGA), a_max = 0.79g
CSR Calculation:
Depth
gamma
sigma
gamma'
sigma'
rd
Piz
a(z)
CSR
x fsI
=CSRfs
ft
pcf
atm
pcf
atm
9 9
5.00 118.00
0.279
118.e0
0.279
0.99 mee
0.791
0.51 1.30
0.66 6.00
118.ee
e.335
118.e0
0.335
0.99 mee
0.791
0.51 1.30
0.66 7.00
118.0e
0.390
118.0e
0.390
0.98,
0.000
0.791
0.51 1.30
0.66 8.00
118.0e
0.446
55.60 0.446
0.98 e.000
0.791
0.50 1.30
0,66
9.00 118.0e
0.502
55.60 0.472
0.98 e.00e
e.791
0.53 1.30
0.70 10.00
11&00
0.558
55.60 0.499
0.98 0.000
0.791
0.56 1.30
0.73
Exhibit 1 961
Liquafy.cal.
11,00 118.00 0.61,3 55.60 0.525 0.970.000 0.791 0.59 1.30 0.76
12.00 118.00 0.669 55.60 0.551 0.97' 0.000 0.791 0.61 1,30 0.79
13.00 118.00 0.72,5 55.60 0.577 0.97 0.000 0.791 0.63 1.30 0.81 14,00 118.00 0.781 55.60 0.604 0.97 0.000 0.791 0.64 1.30 0.84
15.00 118.00 0.836 55.60 0.630 0.97 0.000 0.791 0.66 1.30 0.86 1,6.00 118.00 0.892 55.60 0.656 0.96 0.000 0.791 0.67' 1.30 0.87
17.00 118.00 0,948 55.60 0.683 0.96 0.000 0.791 0.69 1.30 0.89 1,8.00 118.00 1.004 55.60 0.709 0.96 0,000 0.791 0.70 1.30 0.91
19.00 118.00 1.059 55.60 0.735 0.96 0.000 0.791 0.71 1.30 0.92
20.00 118.00 1.115 55.60 0.761 0.95 0.000 0,791 0.72 1.30 0.93
21.00 118.00 1.171 55.60 0.788 0.95 0.000 0.791 0.73 1,30 0.95
22.00 118.00 1.227 55.60 0.814 0.95 0.000 0,791 0,74 1.30 0,96 23,00 118.00 1.282 55.60 0.840 0.95 0.000 0,791 0,74 1,30 0.97
24.00 118.00 1.338 55.60 0.866 0.94 0,000 0.791 0.75 1.30 0.97
25.00 118.00 1.394 55.60 0.893 0.94 0,000 0.791 0,76 1.30 0.98 26,00 1.18.00 1.450 55.60 0.919 0.94 0.000 0.791 0.76 1.30 0.99
27.00 1.1.8.08 1.506 55.60 0.945 0.94 0.000 0,791 0.77 1,.30 1.00,
28.00 1.18.00 1.561 55.60 0.972 0.93 0.000 0.791 0.77 1.30 1.00
29.00 1.18.00 1.617 55.60 0.998 0.93 0.000 0,791 0.78 1.30 1.01
30.00 11.8.00 1.673 55.60 1.024 0.93 0.000 0.791 0.78 1.30 1.02
31.00 1,1.8.60 1.729 55.60 1.050 0.92 0.000 0.791 0.78 1.30 1.01
32.00 1,1.& 00 1.784 55.60 1.077 0.91 0.000 0.791 0.78 1.30 1,.01
33.00 11.8.00 1.840 55.60 1.103 0.91 0.000 0.791 0,78 1.30 1,.01
34.00 11,8.00 1.896 55.60 1,129 0.90 0.000 0.791 0.77 1.30 1,.01
35.00 118.00 1.952 55.60 1.155 0.89 0,000 0.791 0.77 1.30 1.00
36.00 118.00 2.007 55.60 1,182 0,88 0.000 0.791 0.77 1.30 1a00
37.00 118.00 2.063 55.60 1.208 0.87 0.000 0.791 0.77 1.30 1,.00
38.00 118.00 2.119 55.60 1,234 0,86 0.000 0.791 0.76 1.30 0.99
39.00 118.00 2.175 55.60 1.261 0,86 0,000 0.791 0.76 1.30 0.99
40.00 118.00 2.230 55.60 1.287 0,85 0.000 0.791 0.76 1.30 0.98
41.00 118.00 2.286 55.60 1.313 0.84 0.000 0.791 0.75 1.30 0.98
42.00 118.00 2.342 55.60 1,339 0.83 0.000 0.791 0.75 1.30 0.97
43.00 118.00 2.398 55.60 1.366 0.82, 0.000 0.791 0.74 1.30 0.97
44.00 118.00 2.453 55,60 1,392 0.82, 0.000 0.791 0.74 1.30 0.96
45.00 118.00 2.509 55,60 1„418 0.81, 0.000 0.791 0.73 1.30 0.96
46.00 118.00 2,565 55,60 1,444 0.80 0.000 0.791 0.73 1.30 0.95
47.00 118.00 2.621 55.60 1.471 0.79 0.000 0.791 0.73 1.30 0.94
48.00 118.00 2,677' 55.60 1.497 0.78 0.000 0.791 0.72 1.30 0.94
49.00 118.00 2,732 55.60 1.523 0.78 0.000 0.791 0.71 1.30 0.93
50.00 118,00 2.788 55.60 1.550 0.77 0.000 0.791 0.71 1.30 0.92 CSR is based on water table at 8.00 during earthquake
CRR Calculation from SPT or BPT data:
Depth SPT Cebs Cr sigma' Cn (N1)60 Fines d'(N1)60 (N1)60f CRR7.5 ft atm %
5,00
2,8.00
1.52 0.75
0.279
1.70 54.41
73.50 15.88
70.29 0.50
6.00 2,5.40
1.52 0.75
0.335
1.70 49.35
66.06 14.87
64.23 0.50
7.00 22.90
1.52 0.75
0.390
1.60 41.71
58.62 13.34
55.06 0.50
8.00 20.2,0
1.52 0.75
0.446
1.50 34.57
51.18 11.91
46.48 0.50
9.00 17.60
1.52 0.85
0.502
1.41 32.1.8
43.74 11.44
43.62 0,.50
10.00 15.00
1.52 0.85
0.558
1.34 26.02
36.30 10.20
36.2.3 0.50
11.00 14.40
1.52 0.85
0.613
1.28 23.82
38.82 9.76
33.58 0.50
12.00 13.80
1.52 0.85
0.669
1,.22
21.85 41.34
9.37 31.2.2
0.50 13.00
13.20 1.52
0.85 0.725
1.17 20.08
43.86 9.02
29.10 0.38
14.00 12.60
1.52 0.85
0.781
1,.13
18.47 46.38
8.69 27.17
0.32 15.00
12.00 1,.52
0.95 0.836
1,.09
19.00 48.90
8,80
27.80 0,34
16.00 13.20
1,.52
0.95 0,892
1.06 20.23
49.06 9,05
29.28 0.39
17.00 14.40
1.52,
0.95 0,948
1.03 21,41
49.22 9.28
30.70 0.50
18.00 15.60
1,.52,
0.95 1,004
1.00 22,54
49.38 9.51
32.05 0.50
19.00 16.80
1.52 0.95
1.059
0,97'
23.63 49.54
9.73 33.36
0.50 2,0.00
18.00 1.52
0.95 1.115
0.95 24.68
4M0
9.94 34.61
0.50 21.00
21.40 1.52
0.95 1,171
0.92 28.63
42.24 10.73
39.36 0.50
2,2.00
24.80 1.52
0.95 1,227
0.90 32,42
34.78 11.29
43.71 0,50
2,3.00
28.20 1.52
0.95 1,282
0.88 36,05
27.32 9.29
45.35 0.50
24.00 31.60
1.52 0.95
1.338
0.86 39.55
19.86 6.70
46.24 0.50
Exhibit 1 962
Liquefy.cal
25 . 00
35.00 1,52
0195,
1.394
0.85 42.92
12.40 3.13
46.05 0.50
26,00
38,60
1.52 0.95
1.450
0.83 46.41
10.54 2.18
48.59 0.50
27,00
42.2e
1.52 0.95
1.506
0.81 49.79
8.6E,
1.24 51.04 0.50
28,00
45.80 1.52
1.00 1.561
0.80 55.86
6.82 0.53
56,39 0.50
29,00
49.40 1.52
1.00 1.617
0.79 59.20
4.96 0.00
59,,20 0.50
30.00 53.00
1.52 1.00
1.673
0.77 62.45,
3A0
0.00 62.45 0.50
31.00 50.40
1.52 1.00
1.729
0.76 58.42
3.86 0.00
58.42 0.50
32.00 47.80
1.52 1.00
1.784
0.75 54.54
4.62 0.00
54,54 0.50
33.00 45.20
1.52 1.00
1.840
0.74 50.78
5,.38
0.13 50,92 0.50
34.00 42.60
1.52 1.00
1.896
0.73 47.15
6.14 0.28
47.44 0.50
35.00 40.00
1.52 1.00
1.952
0.72 43.64
6.90 0.46
44.10 0.50
36.00 45.60
1.52 1.00
2.007
0.71 49.05
6.74 0.46
49.50 0.50
37.00 51.20
1,52
1.00 2,063
0.70 54.32
6.58 0.45
54.77 0.50
38.00 56.80
1,52
1.00 2.119
0.69 59.47
6.42 e,43
59.90 0,50
39.00 62.40
1.52 1.00
2.175
0.,68
64.49 6.26
0.41 64.90 0.50
40.00 68.00
1.52 1.00
2.230
0.67 69.39
6.10 0,39
69.78 0.50
41.00 64.40
1.52 IAO
2.286
e.66
64.91 5.80
0,28
65.19 0.50
42.00 60.80
1.52 IAO
2.342
0.65 60.55
5.50 0119
60.74 0,50
43.00 57.20
1.52 1.00
2,398
0.65 56.30
5.20 0.11
56.41 0.50
44.00 53.60
1.52 1.00
2.453
0.64 52.15
4.90 ().ee
52,15 0.50
45.00 50.00
1.52 1.00
2,509
0.63 48.11
4.60 0J)e
48,11 0,50
46.00 43.80
1.52 1.00
2.565
0.62 41.68
17.93 5.97
47.65 0.50
47.00 37.60
1.52 1.60
2.621
0.62 35.40
31,27
10,62
46,02 0.5e
48.00 31.40
1.52 1.60
2,677
0.61 29.25
44.61 10.85
40J0 0.50
49.00 25.20
1.52 1.00
2,732
MO
23.24 57,95
9.65 32.88 0.50
50.00 19.00
1.52 1.00
2.788
0.60 1734
71.29 8,47
25.81 0.30
CRR is
based on water table
at 60.00 during In -Situ Testing
Factor
of Safety, - Earthquake
Magnitude=
6.70:
Depth
sigc,
CRR7.5
x Ksig
=CRRv
X MSF
=CRRm
CSRfs
F,S,=CRRm/CSRfs
ft
atm
5.00 e.18
0.50 1.00
0150
1.33 0.67
0.66 5.00
6A0
0.22 MO
1100
0150
1.33 0.67
0.66 5.00
7.00 0.25
0.15()
1.00 0,50
1.33 0.67
0.66 5.00
8,e0
0.29 0.50
1100
0150
1.33 0.67
0.66 1.02
9.00 0.33
MO
1.00 e.50
1.33 0.67
0.70 0.96
10.00 0.36
0150
1.00 8„50
1.33 0.67
0.73 0.91
11.00 0.40
0.50 1.00
0.50 1.33
0.67 0.76
0.88 12.00
0,43
Me
1.00 0.50
1.33 0.67
0.79 0.85
13.00 0.47
0.38 IAO
0.38 1.33
Mi
0.81 0.62
14.00 0,51
0.32 1.00
0.32 1.33
0.43 0.84
0.52 15.00
0.54 0,34
1.00 0.34
1.33 0.45
0.86 0.53
16,00
0,58
0.39 1.00
0.39 1.33
0.52 0.87
0.59 17,00
0,62
0.50 1.00
0.50 1.33
0.67 0.89
0.75 18,00
0.65 MO
1.00 0.50
1.33 0.67
OM
0.74 MOO
0,69
MO
1.00 0.50
1.33 0.67
0.92 0.72
20.00 0.72
0.50 1.00
0.50 1.33
0.67 0.93
0.71 21.00
0.76 MO
1.00 MO
1.33 0.67
0.95 0.71
22.00 0.80
0.50 1.00
0,50
1.33 0.67
0.96 0.70
23.00 0.83
0.50 1.00
0.5e
1.33 0.67
0.97 0.69
24.00 0.87
MO
IAO
0.50 1.33
0.67 0.97
0.68 25.00
0.91 0.50
1.00 0.50
1.33 0.67
0.98 0.68
26.,00
0.94 0.50
1,100
0.50 1.33
0.67 0.99
0.67 27.00
0.98 0.50
1.00 0.50
1.33 0.67
1.00 ().67
28.00 1.01
0.50 1.60
0.50 1.33
0.67 1.00
0.67 29.00
1.05 0.50
1.00 0.50
1.33 0.67
1101
0,66
30.ee
1.09 0.50
0.99 01510
1.33 0.66
1102
0,65
31.00 1.12
0.50 0199
0.49 1,33
0.66 1.01
0,65
32.00 1.16
0.50 0.98
0.49 1.33
0,65
1.01 0.65
33.00 1.20
0.50 0.98
0.49 1.33
0,65
1.01 0.64
34.00 1.23
0.50 0.97
0.49 1.33
0.65 1.01
0.64 35.00
1.27 0.50
0,97
0.48 1.33
0.64 1100
0.64 36.00
1.30 0.50
0,96
0.48 1.33
0.64 1.00
0.64 37.00
1.34 0,50
0.95 0.48
1.33 0.64
IAO
0.64 38,00
1.38 0.,50
0.95 0,47
1.33 0.63
0.99 0.64
Exhibit 1 963
Liquefy. cal
39.00 1,41 0.50 0.94 0.47 1.33 0.63 0.99 0.64
40.00 1.45 0.50 0.94 0.47 1.33 0.63 0.98 0.64
41.00 1.49 0.50 0.93 0.47 1.33 0.62 0.98 0.64
42.00 1,52 0.50 0.93 0.46 1.33 0.62 0.97 0.64
43.00 1.56 0.50 0.93 0.46 1.33 0.62, 0.97 0.64
44.00 1.59 0.50 0.92 0.46 1.33 0.61 0.96 0.64
45.00 1.63 0.S0 0.92 0.46 1.33 0.61 0.96 0.64
46.00 1.67 0.S0 0.91 0.46 1.33 0.61 0.95 0.64
47.00 1.70 0.50 Mi 0.45 1.33 0.60 0.94 0.64
48.00 1.74 0.50 0.90 0.45 1.33 0.60 0.94 0.64
49.00 1.78 0.50 0.90 0.45 1.33 0.60 0.93 0.64
50.00 1.81 0.30 0.89 0.26 1.33 0.35 0.92 0.38
* F.S.<1: Liquefaction Potential Zone. (If above water table: F.S.=5) " No, -liquefiable Soils or, above Water Table.
(F.S. is limited to 5, CRR is limited to 2, CSR is limited to 2) CPT convert to SPT for settlement Analysis:
Fines Correction for Settlement Analysis:
Depth: 1c qc/N60 qc1 (N1)60 Fines d'(Nl)60 (Nl)60s
ft atm
5.00 - 70.29 73.50 me 70.29
6.00 64,23 66.06 0.00 64.23
7.00 - 55.06 58.62 0.00 55.06
8.00 - 46.48 51.18 0.00 46.48
9.00 - 43.62 43.74 0.00 43.62
10.00 - - 36.23 36.30 0.00 36.23
11.00 - 33.58 38.82 0.00 33.58
12.00 - 31.22 41.34 0.00 31.22
13.00 - 29.10 43.86 0.00 29.10
14.00 - 27.17 46.38 0.00 27.17
15.00 - 27.80 48.90 0.00 27.80
16.00 - 29.28 49.06 0.00 29.28
17.00 - 30.70 49.22 0.00 30.70
18.00 - 32,.05 49.38 0.00 32.05
19.00 - 33.36 49.54 0.00 33.36
20.00 - - 34.61, 49.70 0.00 34.61
21.00, _ - - 39.36 42.24 0.00 39.36
22.00 - - 43.71 34.78 0.00 43.71
2,3.00 - - 45.3S 27.32 0.00 45.35
24.00 - 46.24 19.86 0.00 46.24
25.00 - 46.05 12.40 0.00 46.05
26.00 - 48.59 10.54 0.00 48.59
27.00 - 51.04 8.68 0.00 51.04
28.00 - - 56.39 6.82 0.00 56.39
29,00 - 59.20 4.96 0.00 59.20
30.00 62.45 3.10 0.00 62.45
31.00 58.42 3.86 0.00 58.42.
32.00 54.54 4.62 Me 54.54
33.00 50.92 5.38 Me 50.92
34.00 - 47.44 6.14 Me 47.44
35.00 - 44.10 6.90 0.00 44.10
36.00 - 49.50 6.74 0.00 49.50
37.00 - 54.77 6.58 0.00 54.77
38.00 59.90 6.42 0.00 59.90
39.00 - 64.90 6.26 0.00 64.90
40.00 69.78 6.10 0.00 69.78
41.00 65.19 5.80 0.00 65.19
42.00 - 60.74 5.50 0.00 60.74
43.00 - 56.41 5.2,0 0.00 56.41
44.00 - - 52,15 4.90 0.00 52.15
45.00 - - 48.11 4.60 0.00 48.11
46.00 - - 47.65 1,7.93 0.00 47.65
47.00 - 46.02 31.2,70.00 46.02
48.00 40.10 44.61 0.00 40.10
Exhibit 1 964
Liquefy.cal
49.00 32.88 57.95 0.00 32.88
50.,00 25.81 71.29 0.00 25.81
(Nl)60s has been fines corrected in liquefaction analysis, therefore d(NI)60=0.
Fines=NoLiq means the soils are not liquefiable.
Settlement of Saturated Sands:
Settlement Analysis Method: Tokimatsu/Seed
Depth CSRs-F / MSF* =CSRm F.S. Fines (NI)60s Dr ec dsz dsp S ft % % % in. in. in.
49.95 0.92 1.00 0.92 0.39 70.63 26.16 81.98 1.117 6.7E-3 0.007 0.007
49.00 0,93 LOO 0.93 0.64 57.95 32.88 96.97 0.320 1.9E-3 0,088 0.094
48.00 0,94 1.00 0.94 0.64 44.61 40.10 100.00 0.000 0.0E0 0.010 0J04
47.00 0.94 1.00 0.94 0.64 31.27 46.02 1e0.00 0.000 0.0E0 0,000 0,104
46.00 0.95 1.00 0.95 0.64 17.93 47.65 100.00 0.000 0.0E0 0,000 0,104
45.00 0.96 1.00 0.96 0.64 4.60 48.11 100.00 0.000 0,0E0 0.000 0,104
44.00 0.96 1.00 0.96 0.64 4.90 52.15 1e0.00 0.000 0.0E0 0.000 0,104
43.00 0.97 1.00 0.97 0.64 5.20 56.41 1e0.00 0.000 0.0E0 e.000 0.104 42,00 0.97 1.00 0.97 0.64 5.50 60.74 100.00 0.e00 0.0E0 0,000 0,104
41.00 0.98 1.00 0.98 0.64 5.80 65,19 10e.00 0.000 0,0E0 0,000 0J04 40,00 0,98 1.00 0.98 0,.64 6110 69.78 1ee.00 0.000 0.0E0 0,000 0,104
39.00 0.99 1.00 0.99 0,64 6.26 64.90 100.e0 0.000 0.0E0 0.000 0.104
38.00 0.99 1.00 0.99 0.64 6.42 59.90 100.00 0.000 0,0E0 0.000 0,104
37.00 1.00 1.00 1.00 0.64 6.58 54.77 100.e0 0.000 0.0F0 0,000 0,104 36,00 1.00 1.00 1.00 0.64 6.74 49.50 100.00 0.000 0.0E0 0.000 0,104 35,00 1.00 1.00 IeO 0.64 6.90 44.10 100.00 0.0e0 0,0E0 0.000 0.104 34,00 1.01 1.80 1.01 0.64 6.14 47.44 100.00 0.000 0,0E0 0.000 0,104 33,00 1.01 1.0e 1.01 0.64 5.38 50.92 100,e0 O,Oe@ 8,0E0 0.000 0.104 32,00 1.01 1.00 1.01 0.65 4.62 54.54 100.00 0.0e0 0,0E0 0.000 0.104
31.00 1.01 1.ee 1.01 0.65 3.86 58.42 100.00 0.000 0,0E0 0.000 0.104
30.00 1.02 11.00 1.02 0.65 3,10 62.45 100.00 0.000 0.0E0 0.000 0.104
29.00 1.01 1.00 1.01 0.66 4.96 59.20 100,00 0,000 0.0E0 0.000 0.104
28.00 1.00 1.00 1.00 0.67 6.82 56.39 100,00 0,000 0.0E0 0,000 0.104
27.00 1.,00 1.00 1.00 0.67 8,68 51.04 100.00 0,000 0.0E0 0.000 0.104
26.00 0.,99 1.00 0.99 0.67 10,54 48.59 100.00 0.000 0,0E0 0.000 0.104
25.00 0.,98 1.00 0.98 0.68 12.40 46.05 100,00 0.000 0.0E0 0.000 0.104
24.00 0.97 1.00 0.97 0.68 19.86 46.24 100.00 0.000 0.0E0 0.000 0.104
23.e0 0.97 1.00 0.97 0.69 27.32 45,35 100.00 0.000 0.0E0 0.000 0.104
22.00 e.96 1.00 0.96 0.70 34.78 43.71 100.00 0.000 0.0E0 0.000 0.104
21.00 0.95 1.00 0.95 0.71 42.24 39,36 100.00 0.000 0.0E0 0.000 0.104
20.00 0.93 1.00 0.93 0.71 49.70 34,61 100.00 0.164 9.8E-4 0.007 0.111
19.00 0.92 1.00 0.92 0.72 49,54 33.36 98.19 0.228 1.4E-3 0.022 0.134
18.00 0.91 1.00 0.91 0.74 49.38 32.05 94.89 0.481 2.9E-3 0.043 0,.177
17.00 0.89 1.00 0.89 0.75 49.22 30.70 91.65 0.661 4.0E-3 0,069 0,.246
16.00 0,87 1.00 0.87 0.59 49.06 29.28 88.45 0.841 5.0E-3 0,091 0.337
15.00 0.86 1.,00 0.86 0.53 48.90 27.80 85.28 1.015 6.IE-3 0.113 0,449
14.00 0.84 1.00 0.84 0.52 46.38 27.17 83.99 1.054 6.3E-3 0.129 0.579
13.00 0.81 1.00 0.81 0,62 43.86 29.10 88.06 0.864 5.2E-3 0.117 0.695
12.00 0.79 1.00 0.79 0185 41.34 31„22 92.89 0.593 3.6E-3 0.087 0.782
11.00 0.76 1.00 0.76 0,88 38.82 33,58 98.78 0.197 1.2E-3 0.048 0.830
10.00 0.73 1100 0.73 0.91 36.30 36.23 100.00 0.112 6.7E-4 0.018 0.848
9.00 0.70 1.00 0.70 0.96 43.74 43.62 100.00 0.000 0.0E0 0.001 0.849
8.00 0.66 Ile() e.66 1.02 51.18 46.48 100.00 0.000 0.0E,0 0.000 0.849 Settlement of Saturated Sands=0.849 in.
qcl and (NI)60 is after fines correction in liquefaction analysis dsz is per each segment, dz=0.05 ft
dsp is per each print interval, dp=1.00 ft
5 is cumulated settlement at this depth
Exhibit 1 965
Liquefy.cal
Settlement of Unsaturated Sands:
Depth sigma, sigC, (N1)60s CSRsf Gmax g*Ge/Gm g_eff ec7.5 Cec ec dsz dsp S ft atm atm atm! % % in. in. in.
7.95 0,44 0.29 46.88 0.66 864.49 3.4E-4 1,0000 0,3162 0,84 0.2651 3.18E-3 0.003 0,603
7.00 0.39 0.25 55.06 0.66 855.79 3.0E-4 0,3517 0,1112 0.84 0,0932 1.12E-3 0.045
0.048
6.00 0.33 0.22 64.23 0.66 834.02 2.6E-4 0.1055 0,0334 0.84 0,0280 3.36E-4 0.012 0,060
5.00 0.28 0.18 70.29 0.66 784.57 2.3E-4 0.0568 0.0180 0.84 0,0151 1.81E-4 0.005
0.065
Settlement of Unsaturated Sands=0.065 in.
dsz is per each segment, dz=0.05 ft
dsp is per each print interval, dp=1.00 ft
5 is cumulated settlement at this depth
Total Settlement of Saturated and Unsaturated Sands=0.914 in.
Differential Settlement=0.457 to 0.603 in.
Units: Unit: qc, fs, Stress or Pressure = atm (1.0581tsf); Unit Weight = pcf; Depth = ft; Settlement = in.
I atm (atmosphere) = 1.0581 tsf(I tsf = I ton/ft2 = 2 kip/ft2) I atm (atmosphere)
= 101.325 kPa(I kPa = I kN/m2 = 0.001 Mpa)
SPT
Field data from Standard Penetration Test (SET)
BPT
Field data from Becker Penetration Test (BET)
qc
Field data from Cone Penetration Test (CPT) [atm (tsf)] fs
Friction from CPT testing [atm (tsf)]
Rf
Ratio of fs/qc (%)
gamma
Total unit weight of soil
gamma'
Effective unit weight of soil
Fines
Fines content [%]
D50
Mean grain. size
Or
Relative Density
sigma
Total vertical stress [atm]
sigma'
Effective vertical stress [atm]
sigC,
Effective confining pressure [atm]
rd
Acceleration reduction coefficient by Seed
a -max.
Peak Ground Acceleration (PGA) in ground surface
mZ
Linear acceleration reduction coefficient X depth
a -min.
Minimum acceleration under linear reduction, MZ
CRRv
CRR after overburden stress correction, CRRv=CRR7.5 Ksig CRR7.5
Cyclic resistance ratio (M=7.5)
Ksig
Overburden stress correction factor for CRR7.5
CRRm
After magnitude scaling correction: CRRm=CRRv * MSF
MSF
Magnitude scaling factor from M=7,5 to user input M
CSR
Cyclic stress ratio induced by earthquake
CSRfs
CSRfs7CSR*fs1 (Default fsl=l)
fsl
First CSR curve in graphic defined in #9 of Advanced page fs2
2nd CSR curve in graphic defined in #9 of Advanced page F.S.
Calculated factor of safety against liquefaction F,S,=CRRm/CSRsf Cebs
Energy Ratio,, Borehole Dia., and Sampling Method Corrections Cr
Rod Length: Corrections
C11
Overburden Pressure Correction
(Nl)60
SPT after corrections, (N1)60=SPT * Cr * Cn * Cebs
d(NI)60
Fines, correction of SPT
(NI)60f
(NI)60 after fines corrections, (NI)60f=(N1)60 + d(NI)60 Cq
Overburden stress correction factor
qcl
CPT after Overburden stress correction
dqcl
Fines correction of CPT
qclf
CPT after Fines and Overburden correction, qclf=qcl + dqcl qcln
CPT after normalization in Robertson's method
Kc
Fine correction factor in Robertson's Method
qclf
CPT after Fines correction in Robertson's Method
Exhibit 1 966
Liquefy.c�al
Ic Soil type index in Suzuki's and Robertson's Methods
(NI)60s (NI)60 after settlement fines corrections
CSRns After magnitude scaling correction for, Settlement calculation CSRM=CSR$f MSF* CSRfs Cyclic stress ratio induced by earthquake with user, inputed fs MSF* Scaling factor from CSR, MSF*1, based on Item 2 of Page C. ec VOILMIetric strain for saturated sands
dz Calculation segment, dz=0.050 ft
dsz Settlement in each segment, dz
dp User defined print interval
dsp Settlement in each print interval, dp
Gmax Shear Modulus at low strain
g_eff gamma_eff, Effective shear, Strain
g*Ge/Gm gamma—eff * G — eff/G—max, Strain -modulus ratio ec7.5 Volumetric Strain for magnitude=7.5
Cec Magnitude correction factor for any magnitude
ec Volumetric strain for unsaturated sands, ec�=Cec :* ec7.5 NoLiq No -Liquefy Soils
References:
1. NCEER Workshop on Evaluation of Liquefaction Resistance of Soils. Youd, T.L,, and Idriss, IJI., eds., Technical Report NCEER 97-0022,
SP117. Southern California Earthquake Center. Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for
Analyzing and Mitigating Liquefaction in California. University of Southern California. March 1999.
2. RECENT ADVANCES IN SOIL LIQUEFACTION ENGINEERING AND SEISMIC SITE RESPONSE EVALUATION, Paper No. SPL-2, PROCEEDINGS: Fourth
International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, CA, March 2001.
3. RECENT ADVANCES IN SOIL LIQUEFACTION ENGINEERING: A UNIFIED AND CONSISTENT FRAMEWORK, Earthquake Engineering Research Center,
Report No. EERC 2003-e6 by R.B Seed and etc. April 2003.
Note: Print Interval you selected does not show complete results, To get complete results, you should select 'Segment' in Print Interval (Item 12, Page C),
Exhibit 1 967
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I nunp Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
0-21
11 E1,11 MWI me M H1016MI01 11 IH MIXG MM" 13 WIM
Exhibit 1 P.A. & Associates, Inc. 968
Hiv
1118DRAIN SYSTEM
asnecessary Ncoverweep
holes) N i Y "AwrapW In filter
PVO (porforations down) sched1e s. or hY
drained at a minknumslope of percent
*NINE:.
CAL'TRANS CLASS 2 FILTER MAY BE SUBSTITUTED
FOR 3/4 GRAVEL/CRUSHED ROCK AND FILTER FABRIC.
WITH MOPER SURFACE
DRAINAGE
IBDRAIM SYSTEM-
1-ft. `/It. Hit for as necessary to cover creep
holes) gravel/crushed rack, wrapped to f4ter
febrtcO with 4-Inch diemetor pipe, perforated
PVC (perforations dawn at 5 and T G" Clock) schedule 40 or equivalent, drained at minimum slope of 1 percent..
40TE:
ALTRANS CLASS 2 FILTER MAY BE SUBSTITUTED
OR 3/4 GRAVEL/CRUSHED ROCK AND, FILTER FABRIC.
TITLE. TYPICAL RETAINING WALL BACKFILL DETAILS FIGURE NO.:
ISItaaE T: Veterans Purr, Bell Gardens California
a�erQm a —[
PROJECT NO: 218122-101 DATE: 6/21/2018 IIY: jmL
Exhibit 1 969
I
— KayH
(2); Shored
__0
A002
Eoj�:;
Ka=0.26
y -125 picf
TEMPORARY SHORING & BRACING DESIGN
Veterans Park, Bell Gardens, California
. ............. .
NO: 21 "1 8122-101 —IDATE: 6/21/2018 1BY: jnir
FIGURE NO,:
Exhibit 1 970
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. 1 Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
. . . . . . . . . . .
P.A. & Associates, lite,
Exhibit 1 971
Client: Infrastructure Engineers Project File No: 218122-101 Project: Well No. I Pump Station Upgrade
Bell Gardens Veterans Park
City of Bell Gardens, California
References
1. International Conference of Building Officials, February 1998, Maps of Enown Active Fault Near -Source Zones in California and Adjacent Portions of Nevada. 2,. Motion, P.K. and Miller, R.V., C.W., 1981, Geologic Mali of Orange County California.
I CDMG, Seismic Hazard Zone Report for the South Gate 7.5-Minute Quadrangle, Los Angeles County, California, dated 1998, Seismic Hazard Zone Report 034, P.A. & Associates, Inn.
Exhibit 1 972
CITY OF BELL GARDENS
CONTRACT DOCUMENTS
PLANS, SPECIFICATIONS AND STANDARD DRAWINGS
20110
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
PREPARED BY:
ENGINEERS
3060 Saturn Street Suite 250
Brea, CA 92821
714-940-0100, 714-940-0700
Contact: Douglas Benash, P.E., City Engineer
Infrastructure Engineers Project No. 6027.280
BID OPENING: October 9, 2023, AT 11:00 AM
Exhibit 1 973
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
• Bid Period
• Mandatory Pre -Bid Meeting
BID SCHEDULE
September 21, 2023 — October 9, 2023
September 28, 2023 at 10.00 AM
• Bidder Information Sheet Deadline October 2, 2023 at 5.00 PM • Request for Information Deadline October 2, 2023 at 5.00 PM • Bid Opening
• Award of Contract
• Pre -Construction Meeting
• Construction Begins
October 9, 2023, at 11.00 AM
October 23, 2023 City Council meeting
November 2, 2023
December 4, 2023
Bids will be received at the office of the City Clerk, City Hall, 7100 Garfield Avenue, Bell Gardens, CA 90201, 11.00 AM on October 9, 2023.
These Specifications have been prepared
under the direction of:
QpFE58/pke.
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U No.80620 m
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Civil No. 80620
Exhibit 1 64
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
TABLE OF CONTENTS
NOTICE INVITING SEALED BID.................................................................................A-1 INSTRUCTION TO BIDDERS......................................................................................B-1 PROPOSAL.........................................................................................................
C-1
CONTRACT AGREEMENT.........................................................................................
D-1
GENERAL SPECIFICATIONS..................................................................................GP-1 SPECIAL PROVISIONS - GENERAL SECTION......................................................GP-7 SPECIAL PROVISIONS - BID ITEM DESCRIPTIONS ............................................
BD-1
APPENDIX "A" - STANDARD PLANS
APPENDIX "B" - DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)
CONTRACTOR REGISTRATION NUMBER FORM
APPENDIX "C" - TRASH COLLECTION SCHEDULE
APPENDIX "D" - INSTALL PUBLIC IMPROVEMENT PROJECT SIGNS Exhibit 1 65
NOTICE INVITING SEALED BID
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
PUBLIC NOTICE IS HEREBY GIVEN that the City of Bell Gardens as AGENCY, invites sealed bids for the above -stated project and will receive such bids in the offices of the City Clerk, City Hall, 7100 South Garfield Avenue, Bell Gardens, California 90201, up to the hour of 11:00 AM on October 9, 2023, at which time they will be publicly opened.
Copies of the Plans, Specifications, and contract documents are available on the City's website at https://www.beIIgardens.org/i-want-to/view-bids-rfps/rfps-and-bids and at dbenash(a-)infengr.com. In order to be on the Plan Holders List for this project, each bidder must submit a Bidder's Information Sheet which is also available on the City's website. Bids will not be accepted unless the bidder is on the Plan Holder List. All Bidder Information Sheets are required to be submitted no later than 5:00 PM on October 2, 2023. Bids will not be accepted unless the Bidder Information Sheet is submitted and logged onto the plan holders list. Failure to submit the Bidder Information Sheet by the deadline noted above will result in declaring any submitted bids as non -responsive.
To comply with SB 854, beginning January 1, 2015 the following applies:
1. No contractor or subcontractor may be listed on a bid proposal for public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations (DIR) pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].
2. No contractor or subcontractor may be awarded a contract for public works on a public works project awarded on or after April 1, 2015, unless registered with the DIR.
3. The project is subject to compliance monitoring and enforcement by the DIR.
4. Require the prime contractor to post job site notices prescribed by regulation (regulation not created yet) or the City must post the notices itself.
The Contractor shall fill in the Department of Industrial Relations (DIR) Contractor Registration Number Form provided in Appendix "B" and submit it with the sealed Bid.
A-1
Exhibit 1 976
Attendance at a pre -bid meeting is mandatory and will be held on Thursday, September 28, 2023 at 10:00 AM at Veterans Park City Yard (west of 6945 Emil Avenue, Bell Gardens, California 90201.) All Prime Contractors are required to have a representative attend and sign in at the pre -bid meeting. Failure to comply with this attendance and sign in requirements will result in Bidder's proposal being found non -responsive to the required procedures.
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of Section 1773.2 of the Labor Code of the State of California, the minimum prevailing rate of per hourly wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the City Hall, City of Bell Gardens, 7100 South Garfield Avenue, Bell Gardens, California 90201, and are available to any interested party on request.
Attention is directed to the provisions of Section 1777.5 (Chapter 1141, Statutes of 1968) and 1777.5 of the Labor Code concerning the employment of apprentices by the Contractor or any such subcontractor under him. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, age, marital status, ancestry, sex, religion, or handicap will also be required.
The AGENCY will deduct 5 percent retention from all progress payments as specified in Section 9-3.2 of these specifications. The Contractor may substitute an escrow holder surety of equal value to the retention. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. Contractor shall provide AGENCY with weekly payroll reports.
The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, age, marital status, ancestry, sex, religion, sexual orientation or handicap in any consideration leading to the award of contract.
In entering into a public works contract, or a subcontract, to supply goods, services, or material pursuant to a public works contract, the Contractor, or subcontractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties.
Bids must be prepared on the approved Proposal forms or copies thereof in conformance with the Instructions to Bidders and submitted in a sealed envelope plainly marked on the outside as follows:
A-2
Exhibit 1 977
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
The bid must be accompanied by cash, a certified or cashier's check, or bidder's bond, issued by an "admitted surety insurer" made payable to the AGENCY for an amount no less than 10 percent of the total base bid amount.
All bidders shall be licensed in accordance with the provisions of the Business and Professions Code and shall possess a State Contractor's License, Class A, at the time of bid submittal. The successful Contractor and each of his subcontractors will be required to possess a Business License from the City.
The liquidated damages for this project is five hundred dollars ($500.00) per calendar day the project is not completed within the contract time.
The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advertisement for a period of sixty (60) days.
The total contract period for this project is Fifty-five (55) working days from the effective date of the Notice -to -Proceed to be issued by the City. This includes five (5) working days as move -in period and Fifty (50) working days for construction work.
BY ORDER OF the City of Bell Gardens, California.
Dated: September 11, 2023
A-3
Exhibit 1 978
INSTRUCTION TO BIDDERS
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
PROPOSAL FORMS
Bids shall be submitted, in writing, on the Proposal forms provided by the AGENCY or copies thereof. All information requested thereon must be clearly and legibly set forth in the manner and form indicated. The AGENCY will not consider any proposal not meeting these requirements.
PROPOSAL GUARANTEE
Proposals must be accompanied by a proposal guarantee consisting of cash, a certified or cashier's check or bid bond by an "admitted surety insurer" payable to the AGENCY in the amount not less than 10 percent of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the AGENCY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents.
DELIVERY OF PROPOSAL
Proposals shall be enclosed in a sealed envelope plainly marked on the outside "BID FOR VETERANS PARK CITY YARD IMPROVEMENTS, C.I.P. NO. 3880 — IN THE CITY OF BELL GARDENS — DO NOT OPEN WITH REGULAR MAIL". Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY'S designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Late proposals will not be considered.
WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the AGENCY'S designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.
B-1
Exhibit 1 979
IRREGULAR PROPOSALS
Unauthorized conditions, limitations or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, facsimile, electronic, or telephonic proposal submittal, or modification, or withdrawal will be considered.
TAXFR
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.
DISQUALIFICATIONS OF BIDDERS
In the event that any bidder acting as prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposals will be accepted from bidders who are not licensed in accordance with the provisions of the State Business and Professions Code; and who do not possess a State Contractor's License, Class A, at the time of bid submittal.
DISCREPANCIES AND MISUNDERSTANDINGS
Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the AGENCY and clarified prior to the submission of proposals.
EQUIVALENT MATERIALS
Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications a lower cost project/bid may result, the bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he considers to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor may discuss with the AGENCY the use of another product; which may result in a determination by the AGENCY that the other product is equal and possibly that by the B-2
Exhibit 1 980
AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.
LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made and executed in accordance with State laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions and requirements set forth, contemplated and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith.
Additionally, any bidder submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per hourly wages as provided in Section 1773, et seq. of the Labor Code for each craft, classification or type of workman required as set forth by the Director of Industrial Relations of the State of California in its wage sheets.
AWARD OF CONTRACT
The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. Additionally, the AGENCY reserves the right to reject any or all proposals, to waive any irregularity, and to take the bids under advisement for a period of 60 days, all as may be required to provide for the best interest of the AGENCY. In no event will an award be made until all necessary investigations are made to the responsibility and qualifications of the bidder to whom the award is contemplated. All bids will be compared with the City Engineer's Estimate.
LIQUIDATED DAMAGES
The Liquidated Damages for this project is five hundred dollars ($500.00) per calendar day.
CONSTRUCTION SCHEDULE
The winning bidder must sign and submit the contract to the City within ten (10) days of awarded contract the bonds, insurance certificates and all other documentation necessary prior to start of construction must be submitted to the City at the pre - construction meeting on November 2, 2023. Construction must begin on December 4, 2023.
B-3
Exhibit 1 981
PROPOSAL
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
TO THE CITY OF BELL GARDENS, as AGENCY
In accordance with AGENCY'S Notice Inviting Sealed Bid, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor and incidentals required for the above -stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instruction to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump -sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE
OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump -sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates by the dates stablished by the agency after the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void.
C-1
Exhibit 1 982
BID SCHEDULE
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
BASE BID SCHEDULE
Item
Description *
Estimated
Unit
Unit
Extended
No.
Quantity
Price $
Amount $
1 Traffic Control
1 LS
$
$
2 Sawcut and Remove Existing Concrete Longitudinal Gutter 250
LF
$
$
3 Sawcut and Remove Existing Concrete Pavement, Base,
160
CY
$
$
Sub -base and Native Soil (10" Depth)
4 Sawcut and Remove Existing Concrete Pavement, Base,
28 CY
$
$
Sub -base and Native Soil (14" Depth)
5 Sawcut and Remove Existing Concrete Pavement, Base,
164
CY
$
$
Sub -base and Native Soil 7'-2" Depth)
6 Sawcut and Remove Existing Concrete Pavement, Base,
15 CY
$
$
Sub -base and Native Soil 6'-4" to 7'-2" Depth)
?
Sawcut and Remove Existing AC Pavement, Base, Sub-
229
CY
$
$
base and Native Soil (10" Depth)
8 Sawcut and Remove Existing AC Pavement, Base, Sub-
19 CY
$
$
base and Native Soil (14" Depth)
9 Sawcut and Remove Existing AC Pavement, Base, Sub-
55 CY
$
$
base and Native Soil (14" to 6'-4" Depth)
Sawcut and Remove Existing AC Pavement, Base, Sub-
10 base and Native Soil to Provide Clear Depth for New
132
CY
$
$
Improvements
11 Construct Concrete Longitudinal Gutter
240
LF
$
$
12 Construct Reinforced Concrete Retaining Wall
184
LF
$
$
13 Furnish and Install New Metal Hand Railing
184
LF
$
$
14 Provide and Place 6" Thick Crushed Miscellaneous Base 299
CY
$
$
CMB
15 Construct 8"-Thick Concrete Pavement
2,292
SF
$
$
16 Construct 2.5"-Thick AC Base Course B2-PG 64-10
195
TON
$
$
17 Construct 1.5" Thick Conventional AC Overlay Type C2-PG 117
TON
$
$
64-10
18 Furnish and Install Nyloplast 3'X3' Drain Basin Structure or 1 LS
$
$
Approved Equal
C-2
Exhibit 1 983
Item
Description *
Estimated
Unit
Unit
Extended
No.
Quantity
Price $
Amount $
19 Furnish and Install Nyloplast TXT Steel Bar Grate
1 LS
$
$
Assembly or Approved Equal
20 Construct 12" Storm Drain and Trenching
111
LF
$
$
21 Construct 18" Storm Drain and Trenching
16 LF
$
$
22 Install 12" NDS Round Grate
1 EA
$
$
23 Furnish and Install Barracuda Structure with ClearTec 1 LS
$
$
Absorbing Material or Approved Equal
24 Furnish and Install ADS MC-4500 Stormtech Chamber
1 EA
$
$
System or Approved Equal
25 Adjust Existing Water Valve Cans and Covers to Finished 2 EA
$
$
Grade
26 Adjust Existing Water Meter Boxes and Covers to Finished 1 EA
$
$
Grade, Replace Broken Cover/Box
27 Construction Survey and Staking
1 LS
$
$
28 Provide Soil and Pavement Testing Services as needed - 1 LS
$3500
$3500
Allowance
TOTAL AMOUNT BASE BID IN FIGURES:
$
TOTAL AMOUNT IN WORDS BASE BID:
DOLLARS.
ADDITIVE BID SCHEDULE
Item
Description *
Estimated
Unit
Unit
Extended
No.
Quantity
Price $
Amount $
29A
Cantilevered Canopy
1 EA
$
$
TOTAL AMOUNT BASE BID IN FIGURES:
$
TOTAL AMOUNT IN WORDS ADDITIVE BID:
DOLLARS.
C-3
Exhibit 1 984
Company Name
Bidder's Signature
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
All work of this project shall be completed within Fifty-five (55) working days of the effective date of the Notice to Proceed to be issued by AGENCY, including five (5) working days for Mobilization and Fifty (50) working days for Construction.
Exhibit 1
C-4
985
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work that are in excess of one-half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows- Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work:
Prior to award of contract, Contractor shall submit a list of suppliers and vendors, in writing, to the City Engineer.
C-5
Exhibit 1 986
REFERENCES
The following are the names, addresses, and telephone numbers for three public agencies for which BIDDER had performed similar work within the past 2 years:
1. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
2. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
3. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds:
C-6
Exhibit 1 987
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any AGENCY, State or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.
AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. c-7
Exhibit 1 988
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Bidder's Name
Business Address
Telephone
State Contractor's License No. and Class
Original Date Issued Expiration Date
The following are the names, titles, addresses, and telephone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal (use additional 8'/2" x 11" sheets if needed):
The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venturer of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venturer are as follows:
All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
c-8
Exhibit 1 989
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seal of all forenamed principals this day of , 20 The undersigned declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct.
Signature of Contractor's Representative
Printed Name
Title
Subscribed and sworn to this day of , 20
NOTARY PUBLIC
C-9
Exhibit 1 990
PROPOSAL GUARANTEE
BID BOND
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
KNOW ALL PERSONS BY THESE PRESENTS that ,
as BIDDER, and a
corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Bell Gardens, as AGENCY, in the penal sum of
Dollars
($ ) which is ten (10) percent of the total amount bid by BIDDER to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and voided, otherwise it shall remain in full force and effect in favor of the AGENCY.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of , 20_
BIDDER*
SURETY*
Subscribed and sworn to this day of
NOTARY PUBLIC
.20
* Provide BIDDER/ADMITTED SURETY name, address, title and telephone number and the name, title, address, and telephone number of authorized representative.
C-10
Exhibit 1 991
BIDDER'S VIOLATION OF LAW/SAFETY QUESTIONNAIRE
In accordance with Government Code Section 14310.5, the BIDDER shall complete, under penalty of perjury, the following questionnaire.
QUESTIONNAIRE
Has the Bidder, any officer of the bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation?
Yes
No
If the answer is yes, explain the circumstances in the space provided.
Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire.
C-11
Exhibit 1 992
CITY OF BELL GARDENS
CONSTRUCTION CONTRACT AGREEMENT
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
THIS CONSTRUCTION CONTRACT (hereinafter, "Contract") is made and entered into this day of 2023 (hereinafter, the "Effective Date") by and between the CITY OF BELL GARDENS, a municipal corporation (hereinafter, "CITY") and [INSERT CONTRACTOR NAME] (hereinafter, "CONTRACTOR"). For the purposes of this Agreement, CITY and CONTRACTOR may be referred to collectively by the capitalized term "Parties." The capitalized term "Party" may refer to CITY or CONTRACTOR interchangeably as appropriate.
RECITALS
WHEREAS, City requires public works construction services for the (hereinafter, the "Project"); and
WHEREAS, CITY issued notice inviting competitive bids for the Project on and
WHEREAS, following the opening of bids on , CONTRACTOR
was determined to be the lowest responsive and responsible bidder for the Project.
NOW, THEREFORE, for and in consideration of the mutual covenants and conditions herein contained, City and CONTRACTOR agree as follows:
ARTICLE I (CONTRACT DOCUMENTS)
The contract documents for the aforesaid project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, and appendices; together with this Contract Agreement and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements (hereinafter "Contract Documents") clarifying, or extending the work contemplated as may be required to ensure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein.
D-1
Exhibit 1 993
ARTICLE II (WORK TO BE PERFORMED)
The CONTRACTOR agrees to furnish all tools, equipment, apparatus, facilities, labor, transportation, and material necessary to perform and complete in a good and workmanlike manner INSERT PROJECT NAME, as called for, and in the manner designated in, and in strict conformity with, the Contract Documents. It is understood and agreed that the tools, equipment, apparatus, facilities, labor, transportation, and material shall be furnished and the work performed and completed as required in the Drawings and Specifications under the sole direction and control of the CONTRACTOR, and subject to inspection and approval of the CITY, or its representatives.
ARTICLE III (CONTRACT PRICE)
CITY agrees to pay and the CONTRACTOR agrees to accept, in full payment for the work above agreed to be done, the sum of ($ ) for the Project (hereinafter, the "Bid Price"). CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance, including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.
ARTICLE IV (NOTICE AND SERVICE THEREOF)
Any notice from one party to the other under the 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 whatsoever unless served in the following manner, namely:
(a) If the notice is given to the CITY, by personal delivery thereof, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the CITY at:
City of Bell Gardens
Public Works Department
Attn: Public Works Director
Bell Gardens City Hall
7100 Garfield Avenue
Bell Gardens, CA 90201
D-2
Exhibit 1 994
(b) If the notice is given to the CONTRACTOR, by personal delivery thereof to said CONTRACTOR or to its duly authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the CONTRACTOR at:
NAME
ADDRESS
Attn:
Phone: ( )
(c) If the notice is given to the surety or any other person, by personal delivery to such surety or other person, or by depositing the same in the United States mail, enclosed in a sealed envelope, addressed to such surety or other person, as the case may be, at the address of such surety or person last communicated by it to the party giving the notice, postage prepaid and certified.
ARTICLE V (INSURANCE)
CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for worker's compensations, or to undertake self- insurance in accordance with the provisions of that code and certified compliance with such provisions.
CONTRACTOR agrees to indemnify, defend and hold harmless CITY and all if its officers and agents from any claims, demand or causes of action, including related expenses, attorney's fees, and costs, based on, arising out of, or in any way related to the work undertaken by CONTRACTOR hereunder. The liability insurance coverage values shall be:
Insurance Coverage Requirements
Comprehensive General Liability
Product/Completed Operations Hazard
Comprehensive Automobile Liability
Contractual General Liability
Worker's Compensation
Limit Requirements
$2,000,000
$2,000,000
$2,000,000
$2,000,000
Statute
A combined single -limit policy with aggregated limits in the amount of $4,000,000 will be considered equivalent to the required minimum limits.
The issuer shall be an "admitted surety insurer" duly authorized to transact business under the laws of the State of California.
D-3
Exhibit 1 995
Acceptable insurance coverage shall be placed with the carriers admitted to write insurance in California or carriers with a rating of or equivalent to A:VIII by A.M. Best & Co. Any deviation from this rule shall require specific approval, in writing, from the CITY.
Insurance shall name the City of Bell Gardens, its officers, agents, and employees, including INFRASTRUCTURE ENGINEERS, as additional insured by endorsement of the CONTRACTOR's policy. A copy of the endorsement, showing policy limits, shall be provided to the CITY on or before signing this contract.
ARTICLE VI (EXECUTION)
CONTRACTOR affirms that the signatures, titles and seals set forth hereinafter in execution of this Contract Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having principal interest herein.
ARTICLE VII (COMPLETION DATE
The total contact time for completion of this project is Fifty-five (55) working days from the effective date of notice to proceed to be issued by the Agency. This includes Five (5) working days for Mobilization and Fifty (50) working days for construction.
The liquidated damage for this project is Five hundred dollars ($500.00) per calendar day for each calendar day the project is not completed to the satisfaction of the CITY within the contract time including any extension of time granted by the CITY.
ARTICLE VIII (RECORDS & AUDITS)
The CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to the contract and such other records as may be deemed necessary by the CITY to assure proper accounting for all project funds. These records will be made available for audit purposes to the CITY or any authorized representative and will be retained for 5 years after the expiration of this contract unless permission to destroy them is granted by the CITY.
ARTICLE IX (PREVAILING WAGES)
(a) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1773.8, which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law. (b) By the execution of this Contract, CONTRACTOR hereby certifies that it is registered with the California Department of Industrial Relations as required pursuant to Labor Code section 1725.5 (contractor registration).
D-4
Exhibit 1 996
(c) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The CONTRACTOR shall, as a penalty to the CITY, forfeit no more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by CONTRACTOR or by a subcontractor.
(d) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1776 which requires CONTRACTOR and each subcontractor to (i) keep accurate payroll records, (ii) certify and make such payroll records available for inspection as provided by Section 1776, and (iii) inform the Agency of the location of the records. The CONTRACTOR is responsible for compliance with Section 1776 by itself and all of its subcontractors.
(e) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that the CONTRACTOR is responsible for compliance with Section 1777.5 by itself and all of its subcontractors. (f) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours without approval of the CITY. The CONTRACTOR shall, as a penalty to the Agency, forfeit twenty-five dollar ($25) for each worker employed in the execution of the contract by the CONTRACTOR or by any subcontractor for each calendar day or portion thereof during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division, 2, Part 7, Chapter 1, Article 3 of the California Labor Code. The CONTRACTOR may, with the approval of the City Engineer, use his employees to carry out work on the project beyond the normal eight (8) hour workday and on Saturdays, Sundays and Holidays provided the employees are paid at the following hourly rates:
• Week days (Monday through Fridays) after eight (8) hours daily and not to exceed twelve (12) hours daily total per day and not exceeding forty-eight (48) hours work in a seven (7) day period week at one and one-half (1.5) times the prevailing hourly wage for the initial eight (8) hours of regular work time for the time worked after the initial eight (8) hours regular time.
• Saturdays, Sundays and Holidays for time worked after forty (40) hours of regular work time in a seven (7) day period week at the rate of two (2.0) times the prevailing hourly wage for the initial eight (8) hours of regular weekday work time and not to exceed a total of forty-eight (48) hours of work within the seven (7) day work week period.
D-5
Exhibit 1 997
(g) California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to under self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract."
ARTICLE X (PROMPT PAYMENT)
Prompt Progress Payment to Subcontractors
Attention is directed to Section 7108.5 of the California Business and Professions Code, which requires a prime contractor or subcontractor to pay any subcontractor not later than 10 days of receipt by the Contractor of each progress payment, unless otherwise agreed to in writing.
(SIGNATURES ON NEXT PAGE)
D-6
Exhibit 1 998
IN WITNESS THEREOF the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this contract agreement to be executed in triplicate by setting hereunto their names, titles, hands, and seals this day of , 20
Contractor:
(Signature)
Name and Title (Printed)
Contractor's License No.
AGENCY Business License No.
Federal Tax Identification No.
Subscribed and sworn to this day of
NOTARY PUBLIC
AGENCY -
Attested -
Date
Approved as
to form:
Date
License Class
Mayor of the City of Bell Gardens
City Clerk of the City of Bell Gardens
City Attorney of the City of Bell Gardens
, 20
D-7
Exhibit 1 999
FAITHFUL PERFORMANCE BOND
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
KNOW ALL PERSONS BY THESE PRESENTS that , as
CONTRACTOR and , a corporation
organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Bell Gardens, as AGENCY, in the penal sum of Dollars ($ )
which is 100 percent of the total contract amount for the above -stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of , 20
CONTRACTOR*
SURETY*
Subscribed and sworn to this day of 20
NOTARY PUBLIC
D-8
Exhibit 1 1000
* Provide CONTRACTOR/ADMITTED SURETY name, address, and telephone number and the
representative.
name, title, address,
and telephone number of authorized
D-9
Exhibit 1 1001
MATERIAL AND LABOR BOND
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
KNOW ALL PERSONS BY THESE PRESENTS that ,
as CONTRACTOR, and a
corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as SURETY, are held firmly bound unto the City of Bell Gardens, as AGENCY , in the penal sum of
Dollars ($ ) which is 100 percent of the total
contract amount for the above -stated project, for payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall inure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said altercations is hereby waived by SURETY.
IN WITNESS WHEREOF the parties have set their names, titles, hands, and seals this day of , 20
CONTRACTOR*
SURETY*
Subscribed and sworn to this day of 20
NOTARY PUBLIC
D-10
Exhibit 1 1002
Provide CONTRACT/ADMITTED SURETY name, address, and telephone number and the name, title, address, and telephone number for authorized representative.
D-11
Exhibit 1 1003
NONCOLLUSION AFFIDAVIT TO BE EXECUTED
BY EACH AWARDEE OF A PRINCIPAL CONTRACT
STATE OF CALIFORNIA )
)ss
COUNTY OF )
being first duly sworn, deposes and says that he is
(sole owner, a partner, president, etc.)
of , the party making
the foregoing bid, that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said bidder has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to submit a sham bid, or that anyone shall refrain from bidding, that said bidder has not in any manner, directly or indirectly, sought by agreements, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the overhead, profit or cost element of such bid price, or of that of any bidder, or to secure any advantage against the public body awarding the Contractor or anyone interested in the proposed contract; that all statements contained in such bid are true and, further, that said bidder has not, directly or indirectly, submitted his bid price, or any breakdown thereof, of the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection there with to any corporation, partnership, company, association, organization, bid depository or to any member or agency thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said bidder in his general business.
Subscribed and sworn to before me this
Notary Public
Signed
Title
day of , 20_.
D-12
Exhibit 1 1004
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
GENERAL SPECIFICATIONS
SCOPE OF WORK
The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract documents. The general items of work include excavation and/or cold milling of existing AC and Concrete Pavement, removing AC and Concrete Pavement, reconstruction of AC Pavement, reconstruction of Concrete Pavement, Longitudinal gutter, Construct Reinforced Concrete Retaining Wall, and all items not mentioned but indicated in the Plans and Specifications.
LOCATION OF WORK
The general location and limit of the work is as follows:
• BELL GARDENS VETERANS PARK CITY YARD
TIME FOR COMPLETION
The Contractor shall complete all work in every detail within Fifty-five (55) working days comprised of five (5) working days for mobilization and fifty (50) days for construction, after the effective date in the Notice to Proceed with the Work to be issued by the Agency.
NOTIFICATION
The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct:
AT&T INQUIRIES
Attention: Mr. Joseph Forkert (510) 645-2929
CALIFORNIA WATER SERVICE
Attention: Mr. Philip Delgado (323) 263-4145
CHEVRON
Attention: Ms. Dave Zerler (310) 669-4014
GP-1
Exhibit 1 1005
CITY OF BELL GARDENS — WATER & SEWER
Attention: Public Works Inspector
CITY OF BELL GARDENS
Attention: Mr. Douglas Benash
CITY OF CUDAHY
Attention: Mr. Aaron Hernandez
CITY OF DOWNEY
Attention: Mr. Dany Salas
CITY OF SOUTH GATE
Attention: Public Works Engineering
CRIMSON PIPELINE
Attention: Utility Coordinator
CROWN CASTLE — LA & VEN
Attention: Fiber Dig
FRONTIER
Attention: Ms. Cathy Brown
GOLDEN STATE WATER COMPANY
Attention: Mr. Ray Burk
L.A. COUNTY SANITATION DISTRICT
Attention: Engineering Counter
LIBERTY UTILITIES
Attention: Jim Elliot
MAYWOOD MUTUAL WATER CO.
Attention: Mr. Steven Rojo
METROPOLITAN WATER DISTRICT — SOTO ST
Attention: Substructures Team
MUTUAL WATER COMPANY
Attention: Mr. Jesus Barrera
PLAINS ALL AMERICAN PIPELINE
Attention: Ms. Paula Bawden
(562) 806-7775
(562) 806-7770
(323) 773-5143
(562) 904-7202
(323) 357-9657
(562) 285-4100
(888) 632-0931
(310) 264-5100
(562) 907-9200
(562) 908-4288
(562) 299-5127
(323) 581-5816
(213) 217-7663
(323) 771-6682
(562) 728-2371
GP-2
Exhibit 1 1006
SOUTHERN CALIFORNIA GAS COMPANY — DOWNEY
Attention: Mr. Steve Gomez
SOUTHERN CALIFORNIA GAS COMPANY —TRANSMISSION
Attention: SoCalGas Transmission
SOUTHERN CALIFORNIA EDISON — DISTRIBUTION
Attention: Design Support/UND
SOUTHERN CALIFORNIA EDISON — TELECOMMUNICATIONS
Attention: Design Support/UND
SOUTHERN CALIFORNIA EDISON — TRANSMISSION
Attention: Design Support/UND
SPECTRUM - IRWINDALE
Attention: Engineering
UNDERGROUND SERVICE ALERT
EMERGENCY INFORMATION
(714) 456-2419
(818) 701-4546
(562) 903-3167
(562) 903-3167
(562) 903-3167
(866) 874-2389
811
The names, addresses, and telephone numbers of the Contractor and sub -contractors, or their representatives, shall be filed with the City Engineer, the County Fire Department (local station) and the City Police Department prior to beginning work.
STANDARD SPECIFICATIONS
The Standard Specifications and Plans of the AGENCY are contained in the 2022 Caltrans Standard Plans and Specifications and Latest Edition of the Standard Specifications for Public Works Construction and Standard Plans for Public Works Construction, including all supplements, as written and promulgated by the Public Works Standards, Inc., and all amendments thereto. Copies of these Standard Specifications and Plans are available from the publisher, Building News, Incorporated, 1612 South Clementine Street, Anaheim, California 92802, telephone (714) 517-0970.
The Standard Specifications and Plans set forth above will control the general provisions, construction materials, and construction methods for this contract, except as amended by these Plans, Special Provisions, or other contract documents. The following Special Provisions are supplementary and in addition to the provisions of the Standard Specifications unless otherwise noted and the section numbers of the Special Provisions coincide with those of the said Standard Specifications and Plans. Only those sections requiring elaborations, amendments, specifying of options or additions are called out.
GP-3
Exhibit 1 1007
ENVIRONMENTAL PROVISIONS
The Contractor shall as appropriate, comply with all provisions of Public Contracts Code Section 7104 (SB1470). The requirements of this code are summarized as follows:
In the event Contractor is required to dig any trench or excavation that extends deeper than 4 feet below the surface in order to perform the work authorized under this contract, Contractor agrees to promptly notify AGENCY in writing and before further disturbing the site if any of the conditions set forth below are discovered.
1. Materials that the Contractor believed may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing law.
2. Subsurface or latent physical conditions at the site differing from those indicated.
3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally reorganized as inherent in the work of the character provided for in this Contract. a. AGENCY agrees to promptly investigate the conditions, and if AGENCY finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, performance of any part of the work, shall issue a change order under the procedures described in this Contract. b. That, in the event a dispute arises between AGENCY and Contractor as to whether the conditions materially increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date provided for in this Contract, but shall proceed with all work to be performed under the Contract.
Contractor shall retain any and all right provided either by this Contract or by law, which pertain to the resolution of disputes and protests between contracting parties.
GP-4
Exhibit 1 1008
SPECIAL PROVISIONS
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
FY 2021 /2022
IN THE CITY OF BELL GARDENS
TABLE OF CONTENTS
PART1
GENERAL
SECTION
PAGE
1 TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS
GP-7
2 SCOPE AND CONTROL OF THE WORK
GP-9
3 CONTROL OF THE WORK
GP-9
4 CONTROL OF MATERIALS
GP-10
5 LEGAL RELATIONS AND RESPONSIBILITIES
GP-11
6 PROSECUTION, PROGRESS AND ACCEPTANCE OF WORK
GP-12
7 MEASUREMENT AND PAYMENT
GP-14
8 FACILITIES FOR AGENCY PERSONNEL
GP-15
9 CITY STANDARDS, STANDARD PLANS & DRAWINGS
GP-16
400
PROTECTION AND RESTORATION
GP-16
402
UTILITIES
GP-17
600
ACCESS
GP-17
601
TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION
GP-18
AND MAINTENANCE WORK ZONES
PART 2
BID ITEM DESCRIPTIONS
BID ITEMS
PAGE
1 Provide Traffic Control
BD-1
2 Sawcut and Remove Existing Concrete Longitudinal Gutter BD-6
3 Sawcut and Remove Existing Concrete Pavement, Base, Sub -Base, BD-6
and Native Soil (10" Depth)
4 Sawcut and Remove Existing Concrete Pavement, Base, Sub -Base, BD-6
and Native Soil (14" Depth)
5 Sawcut and Remove Existing Concrete Pavement, Base, Sub -Base, BD-6
and Native Soil (7'-2"" Depth)
6 Sawcut and Remove Existing Concrete Pavement, Base, Sub -Base, BD-6
and Native Soil (6'-4"" to 7'-2" Depth)
7 Sawcut and Remove Existing Asphalt Concrete (AC) Pavement, Base, BD-8
Sub -Base, and Native Soil (10" Depth)
8 Sawcut and Remove Existing Asphalt Concrete (AC) Pavement, Base, BD-8
Sub -Base, and Native Soil (14" Depth)
GP-5
Exhibit 1 1009
9 Sawcut and remove Existing Asphalt Concrete (AC) Pavement, Base, BD-8
Sub -base, and Native Soil (14" to 6'-4" Depth)
10 Sawcut and remove Existing Asphalt Concrete (AC) Pavement, Base, BD-8
Sub -base, and Native Soil to Provide Clear Depth for New Improvements
11 Construct Concrete Longitudinal Gutter
BD-10
12 Construct Reinforced Concrete Retaining Wall
BD-11
13 Furnish and Install New Metal Hand Railing
BD-12
14 Provide and Place 6"-Thick Crushed Miscellaneous Base (CMB) BD-12
15 Construct 8"-Thick Concrete pavement
BD-12
16 Construct 2.5"-Thick AC Base Course B2-PG 64-10
BD-13
17 Construct 1.5"-Thick Conventional AC Overlay Type (C2-PG 64-10) BD-15
18 Furnish and Install Nyloplast 3'X3' Drain Basin Structure or Approved BD-18
Equal
19 Furnish and Install Nyloplast 3'X3' Steel Bar Grate Assembly or BD-18
Approved Equal
20 Construct 12" Storm Drain and Trenching
BD-18
21 Construct 18" Storm Drain and Trenching
BD-18
22 Install 12" NDS Round Grate
BD-19
23 Furnish and Install Barracuda Structure with ClearTec Absorbing BD-19
Material or Approved Equal
24 Furnish and Install ADS MC-4500 Stormtech Chamber System or BD-19
Approved Equal
25 Adjust Existing Water Valve Cans and Covers to Finished Grade BD-20
26 Adjust Existing Water Meter Boxes and Covers to Finished Grade, BD-20
Replace Broken Cover/Box
27 Construction Survey and Staking
BD-21
28 Provide Soil and Pavement Testing Services as needed - Allowance BD-22
29A
Cantilevered Canopy
BD-23
GP-6
Exhibit 1 1010
SPECIAL PROVISIONS
PART 1 — GENERAL SECTION
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
FY 2021 /2022
IN THE CITY OF BELL GARDENS
The work for the completion of the Project shall be performed in accordance with the Standard Specifications for Public Works Construction (SSPWC), latest Edition, including all the supplements.
For purposes of this Project, the following General Provisions are amended, as follows:
SECTION 1 —GENERAL
The following additions/modifications are hereby made to Subsection 1-2 of the Standard Specifications-
1-2 TERMS AND DEFINITIONS.
AGENCY: City of BELL GARDENS
Board: City Council of the City of BELL GARDENS
Caltrans: State of California, Department of Transportation County: County of Los Angeles
Engineer: The City Engineer of the City of BELL GARDENS or his authorized representative
Federal: United States of America
Contractor: The word Contractor means the Contractor as defined herein or his/her authorized representative.
Working Day: The Contractor's activities shall be confined to the hours between
7.00 a.m. and 4.30 p.m., Monday through Friday, excluding holidays. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Exhibit 1 G1011
Contractor. Should the Contractor choose nighttime work, any and all lighting and traffic control, as needed, shall be provided by the Contractor. 1-7 AWARD AND EXECUTION OF CONTRACT.
Subsection 1-7 of the Standard Specifications is hereby replaced with the following:
Within ten working days after the date of the AGENCY's notice of award, the Contractor shall execute and return the following contract documents to the AGENCY:
• Contract Agreement
• Material and Labor Bond
• Public Liability and Property Damage Insurance Certificate • Worker's Compensation Insurance Certificate
• Project Schedule
Failure to comply with these requirements will constitute non -responsiveness on the part of the Contractor and will result in annulment of the award by the Agency and forfeiture of the Proposal Guarantee by the Contractor.
The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY official.
A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and of the authority of its officers to sign contracts and bonds for the corporation. 1-7.2 Contract Bonds.
The second sentence of the fourth paragraph of Subsection 1-7.2 of the Standard Specifications is hereby deleted and replaced with the following: The Faithful Performance Bond (Warranty Bond) shall remain in force until one (1) year of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until thirty-five days after the date of recordation of the Notice of Completion.
The second and third sentences of the third paragraph of Subsection 1.7-2 of the Standard Specifications are hereby deleted and replaced with the following: The "Payment Bond" (Material and Labor Bond) shall be for not less than 50 percent of the contract price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the work. The Payment Bond shall remain in effect until thirty-five days after the date of recordation of the Notice of Completion.
Exhibit 1 G10f2
SECTION 2 — SCOPE OF THE WORK
2-2 PERMITS.
The text of Subsection 2-2 of the Standard Specifications is hereby deleted and replaced with the following:
Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with the State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.
The Contractor shall pay all costs incurred by the permit requirements.
SECTION 3 — CONTROL OF THE WORK
3-2 SELF -PERFORMANCE.
The whole paragraph of Section 3-2 of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the Contractor shall amount to at least 25 percent of the total contract labor for the Contract. Contract labor shall exclude the Contractor's superintendent. Any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of contract labor, materials, and equipment required to be performed or provided by the Contractor with its own organization. Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump Sum Price, determined from information submitted by the Contractor, subject to approval by the Engineer.
The Contractor with the bid package shall submit a list of all subcontractors intended to perform work on the project. This list shall include the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractors total bid. The prime contractor shall provide a description by bid item number or otherwise fully designate the portion of work to be performed by each subcontractor.
Exhibit 1 G10T3
3-7 CONTRACT DOCUMENTS.
3-7.1 General.
The following is added to the General Specifications:
The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met. 3-10 SURVEYING.
3-10.1 General.
This subsection of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor will furnish a Surveyor as needed for layout of the work and the resetting of monuments and shall be considered as paid for in the various Bid items and no additional compensation shall be allowed thereafter.
SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL.
The following is hereby added to this subsection of the Standard Specification:
The Contractor and all subcontractors, suppliers, and vendors shall guarantee that the entire work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one (1) year after the date of recordation of the Notice of Completion. Within this one-year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. The Contractor shall make all repairs, replacements, and restorations within thirty (30) days after the date of the City Engineer's written notice. 4-6 TRADE NAMES.
The first and second paragraphs of this subsection of the Standard Specifications are hereby replaced with the following:
Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications, a lower cost project/bid may result, the bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he consider to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor may discuss with the AGENCY the use of another product; which may result in a Exhibit 1 GPO%
determination by the AGENCY that the other product is equal and possibly that by the AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.
SECTION 5 — LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR.
5-3.1 General.
The following is hereby added to this subsection of the Standard Specifications:
The Contractor, and all subcontractors, suppliers, and vendors, shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. In accordance with the labor Code, as provided in Section 1773 et seq., the City has on file in the City Clerk's office the latest prevailing rates as established by the Director of Industrial Relations of the State of California. The Contractor shall not pay less than these rates.
5-4 INSURANCE.
5-4.2 General Liability Insurance.
The liability insurance coverage values are hereby amended to be:
Insurance Coverage Requirements
Comprehensive General Liability
Product/Completed Operations Hazard
Comprehensive Automobile Liability
Contractual General Liability
Worker's Compensation
Limit Requirements
$2,000,000
$2,000,000
$2,000,000
$2,000,000
Statute
A combined single limit policy with aggregate limits in the amount of $4,000,000 will be considered equivalent to the required minimum limits. A pro forma copy of the policy(s) shall be submitted to the City. A certificate of endorsement naming the City and its Agents as additional insured identifying the coverage limits, dates of coverage insurance provided, and project number is required.
5-7 SAFETY.
5-7.1 Work Site Safety.
5-7.1.1 General.
Subsection 5-7.1.1 is hereby added to Section 5 of the Standard Specifications as follows:
Exhibit 1 Gyo��
It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as its operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public services, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work, which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract.
Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation within a reasonable time period, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer may seem reasonable and necessary.
The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.
SECTION 6 — PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
The following is hereby added to this subsection of the Standard Specifications:
The Contractor's proposed Construction Schedule shall be submitted to the Engineer within ten working days after the date of the Agency's execution of the Contract Agreement. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.
Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures.
The Contractor shall submit periodic Progress Reports to the Engineer by the last day of each month. The Report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.
Exhibit 1 GPol�
6-2 PROSECUTION OF THE WORK.
The following is hereby added to this subsection of the Standard Specifications:
6-2.1 A noise level limit of 86 dba at the distance of fifty feet shall apply to all construction equipment on or related to the job whether owned by the Contractor or not.
The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.
6-2.2 All noise producing project equipment and vehicles using internal combustion engines shall be equipped with mufflers, and air inlet silencers where appropriate, in good operating condition that meet or exceed original factory specifications. Mobile or fixed "package" equipment (e.g., arc -welders, air compressors) shall be equipped with shrouds and noise control features that are readily available for that type of equipment. 6-2.3 All mobile or fixed noise producing equipment used on the project, which is regulated for noise output by a local, state, or federal agency, shall comply with such regulation while in the course of project activity.
6-2.4 Electrically powered equipment instead of pneumatic or internal combustion powered equipment shall be used, where feasible.
6-2.5 Material stockpiles and mobile equipment staging, parking, and maintenance areas shall be located as far as practical from residences. 6-2.6 The hours of conventional construction activities shall be restricted to the periods and days permitted by the local noise or other applicable ordinance. In accordance with the City of BELL GARDENS Noise Ordinance, these activities include (but are not limited to) construction, noisy maintenance activities, all spoils and material transport, demolition, and grading and are prohibited between the hours of 4.00 p.m. and 7.00 a.m. on weekdays (Monday through Friday), Saturday and Sundays, and legal holidays, except in cases of emergency as determined and approved in writing by the City Engineer.
6-2.7 The use of noise producing signals, including horns, whistles, alarms, and bells shall be for safety warning purposes only.
6-2.8 No project related public address, paging, two-way radio, or music system shall be audible at any adjacent residence.
6-2.9 The on -site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. An appeal process to the City shall be established prior to construction commencement that will allow for resolution of noise problems that cannot be immediately solved by the site supervisor. 6-2.10 The Contractor shall develop a project noise control plan, which shall be approved and implemented prior to commencement of any construction activity.
Exhibit 1 Gyo��
6-2.11 Noise control features and plans shall be reviewed and approved by a noise control engineering professional.
6-2.12 Contract incentives may be offered to the construction contractor to minimize or eliminate noise complaints resulting from project activities. 6-2.13 The erection of temporary sound wall barriers shall be considered where project activity is unavoidably close to residences.
6-2.14 Caltrans Standard Specifications (Sections 7 and 42) and Standard Special Provisions (that provide limits on construction noise levels) shall be applied and enforced by the City on the project Contractor.
6-2.15Arrange noisiest operations together in the construction program to avoid continuing periods of annoyance.
6-2.16 If practical, implement project noise abatement features prior to construction. 6-3 TIME OF COMPLETION.
6-3.1 General.
This subsection of the Standard Specifications shall be replaced by the following:
All construction work is to be completed within Fifty-five (55) working days comprised of five (5) working days for mobilization and Fifty (50) days for construction, after the effective date in the Notice to Proceed with the Work to be issued by the Agency. 6-9 LIQUIDATED DAMAGES.
The liquidated damages value is hereby amended to be $500.00 per day.
SECTION 7 — MEAUSREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment.
The text of Subsection 7-3.2 of the Standard Specifications is hereby deleted and replaced with the following:
The closure date for the purpose of making partial progress payments will be on or about the twenty-fifth (25th) day of each month. The Contractor shall prepare the approximate measurement of the work performed through the closure date and submit it to the AGENCY for approval along with an updated construction schedule.
When the work is complete, the Engineer will determine the final quantities of the work performed and prepare the final progress payment.
Exhibit 1 GPo' $
Payments are commonly authorized and made within forty five days following the last day of the month submitted. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as -built conditions and any other required documents.
A full five percent (5%) retention will be deducted from all progress payments. The final retention will be authorized for final payment thirty-five (35) days after the date of recordation of the Notice of Completion.
The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety of equal value.
At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer or a State or Federally chartered bank as the escrow agent, who shall pay such surety to the Contractor upon satisfactory completion of the contract.
Sureties eligible for investment shall include those listed in Section 16430 of the State Government Code or bank or savings and loan certificates of deposit.
Any escrow agreement entered into shall contain the following provisions:
(a) The amount of surety to be deposited;
(b) The terms and conditions of conversion to cash in case of default of the Contractor; and
(c) The termination of the escrow upon completion of the contract. 7-3.3 Delivered Materials.
This subsection of the Standard Specifications is hereby replaced in its entirety by the following:
Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress partial payment.
SECTION 8 — FACILITIES FOR AGENCY
8-1 GENERAL.
The following is hereby added to this Subsection 8-1 of the Standard Specifications:
No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor for the project in the City if so provided by the Contractor for his own personnel.
Exhibit 1 Gyo��
SECTION 9 — CITY STANDARDS, STANDARD PLANS AND DRAWINGS Section 9 is hereby added to the Standard Specifications as follows:
All public improvements, construction and dedications required and described in this manual shall conform to the standards and specifications of the City. Standards, Standard Plans and Drawings of the following agencies are used by the City of BELL GARDENS and are part of the City's standards. Where there is ambiguity or conflict between standards over which standard shall apply, the City Engineer shall determine what shall apply, and his determination shall be final. All construction is subject to the approval of the City Engineer.
Standard Plans — Standard Plans for Public Works Construction, SPPWC, "Latest Edition and Supplement."
Los Angeles County Public Works Department — Greybook and all plans except those modified or replaced by City Standards.
Los Angeles County Waterworks District - Applicable water.
Los Angeles County Flood Control District - Applicable storm drains.
Sanitation Districts of Los Angeles County - Applicable sewer and manholes.
State of California — California Department of Transportation (Caltrans) Standard Specifications
and Standard Plans - Pavement markings and traffic loops.
City Standards - All applicable standard plans.
Standard Specifications - The latest edition of, and applicable amendments to, the "Standard Specifications for Public Works Construction (SSPWC)." California Manual on Traffic Control Devices (CA-MUTCD), "Latest Edition." SECTION 400 — PROTECT AND RESTORATION
400-1 GENERAL.
The second paragraph of Subsection 400-1 of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor shall relocate, repair, replace or re-establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged or removed as a result of the operations or as required by the Plans and Specifications.
Exhibit 1 GPOA
Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements.
Reallocations, repairs, replacements, or re -establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified.
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re-establishing existing improvements shall be included in the bid. 400-2 PERMANENT SURVEY MARKERS.
The following is added after the first paragraph of this subsection of the Standard Specifications:
The Contractor shall reset distributed monuments and provide a Corner Record Survey filed with the County Surveyor and City engineer. Corner Record Surveys shall be completed by a Surveyor licensed in the State of California to practice surveying.
SECTION 402 - UTILITIES
402-1 LOCATION.
The agency did not perform any utility investigation. The Contractor shall be responsible to contact USA to mark all utilities and shall conduct this operation to protect all marked utilities in place. Any damaged utility line shall be repaired at the contractor's sole expense. The price for protecting all utilities in place shall be considered as paid for in the various Bid items and no additional compensation shall be allowed thereafter.
SECTION 600 — ACCESS
600-1 GENERAL.
The following is hereby added to this subsection of the Standard Specifications:
The Contractor shall notify the occupants of all affected properties in writing at least forty-eight hours (2 working days) prior to any temporary obstruction of access.
Vehicular access to the property shall be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer.
600-2 VEHICULAR ACCESS.
There are some driveways that require replacement in order to be American with Disabilities Act (ADA) compliant. Where a property has two driveways, only one driveway at a time can be closed for replacement. Where a single driveway to a Exhibit 1 GTO�1
property has a considerable width, half of the driveway is to be closed, worked on and reopened for usage before the other half of the driveway can be worked on.
All driveways have to be open for access during project non -construction hours and days which may require use of plating and other devices or methods.
No driveway can be worked on until the owner/tenant has been informed in writing with five (5) working days' notice of the scheduled work and has agreed to the planned schedule of the Contractor.
Under situations of driveway closure to pedestrians, the Contractor shall post advance notice on barricades to direct pedestrian to use the sidewalk on the opposite side of the street or the Contractor may elect to provide continuous K-rail in the curb lane to allow pedestrians to walk in the curb lane behind the K-rail. Any and all devices such as plates, barricades, K-rails and notices shall be continuously maintained for pedestrian and vehicle safety. No curb lanes shall be closed during non -working days of the week.
Appropriate advance warning signs shall be continuously maintained as needed during the project. All such devices, warning signs and interruptions of normal vehicle lanes, parking lanes and pedestrian walkways shall be shown on the Traffic Control Plan for advance approval by the Agency.
SECTION 601 — TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND
MAINTENANCE WORK ZONES
601-1 GENERAL.
This subsection is added to section 600-1 of the Standard Specifications:
Street closures will not be allowed except as specifically permitted by the Engineer.
At the Pre -Construction meeting, the Contractor shall submit to the Engineer a detailed written plan for traffic control and construction sequencing for the project. The plan shall include drawings as necessary to clearly outline how traffic flow and pedestrian walkways will be handled during the course of construction and where detour and advance notice signs will be posted.
601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES.
601-3.6 Channelizing Devices.
601-3.6.1 General.
Traffic lane transitions shall not be sharper than a taper of thirty to one.
Temporary traffic channelization shall be accomplished with barricades, K-rail sections or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed to remain on finished pavement surfaces.
Exhibit 1 GY0 8
In no case shall traffic be diverted from the existing traveled way without prior approval of the City Engineer.
601-3.7 Traffic Sign Enhancement Devices.
601-3.7.1 General.
The contractor shall include in his Traffic Control Plan use of lighted message boards to notify traffic of project and any changes in vehicle or pedestrian travel routes.
If the Contractor shall fail to provide and install any of the signs or traffic control devices ordered by the Engineer, the Engineer may either stop the work or cause such signs or traffic control devices to be placed by others and charge the cost therefor against the Contractor, and deduct same from the next progress payment 601-5 TRAFFIC LANE WIDTHS AND CLEARANCES.
[�%Z l&7w WTiM- TV V R iM
601-5.3 Clearances.
Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.
Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.
Any striped roadway shall be delineated by the Contractor with temporary raised reflective markers when it is to be left un-striped overnight.
Exhibit 1 GPO's
SPECIAL PROVISIONS
PART 2 — BID ITEM DESCRIPTIONS
FOR
VETERANS PARK CITY YARD IMPROVEMENTS
C.I.P. NO. 3880
IN THE CITY OF BELL GARDENS
All Bid Items shall be in accordance with the Greenbook Standard Plans and Specifications for Public Works Construction (SPPWC & SSPWC), Latest Edition including supplements, State of California (Caltrans) Standard Plans and Specifications, Latest Edition, and the Special Provisions and General Conditions of these specifications.
Bid Item No. 1 — Provide Traffic Control
Traffic Control, Traffic Control plan, construction signing and traffic maintenance shall comply with the provisions of Subsections 5-7, 600 and 601 of the Standard Specification, Subsection 56-2 of the Caltrans Standard Specifications, and the current requirements set forth in the "Manual of Traffic Controls for Construction and Maintenance Work Zones" published by the Department of Transportation, State of California, and Manual on Uniform Traffic Control Devices (CA-MUTCD), Latest Edition, by the Federal Highway Administration and California, the traffic control plans and these Special Provisions.
The Contractor shall maintain the following clearances from the edge of traffic lanes:
1) 5 feet to any excavation,
2) 2 feet to curbs or temporary concrete barriers,
3) 10 feet to poles and other obstructions on uncurbed roadways.
If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, the Contractor shall provide all protective devices required by the Engineer to adequately protect the public.
PUBLIC CONVENIENCE
Within ten working days after the date of the Agency's execution of the Contract Agreement the Contractor shall submit a proposed Construction Schedule for approval.
Based on the approved project schedule, the Contractor shall notify residents and businesses of the proposed work and post temporary "NO PARKING" signs at no cost to the City. Signs shall be posted at all intersections, and on each side of the street a maximum of 200 feet between signs. Signs may not be attached to existing poles, streetlights standards or trees. All signs must be posted on delineators or stakes provided by the Contractor. The "NO PARKING" signs shall be in place not less than seventy two (72) hours prior to performing the work; therefore a request for changes in Exhibit 1 NO&
the schedule requiring additional posting shall be submitted by the Contractor for approval by the Engineer at least seventy-two (72) hours prior to reconstruction and paving the street. All conflicting parking signage shall be covered.
Due to the nature of this project involving major inconvenience to residents and businesses, a good Public Relations Program is mandatory and evidence of satisfactory past performance in this area will be required.
The Contractor is to distribute two (2) "Public Notice" to each residence and business affected by the project. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least seventy two (72) hours prior to the start of work on a specific section of the street. A sample copy of the notice must be approved by the City. Said notice shall be attached to a red information hanger provided by the Contractor and hung on the gate or front doorknob. The Contractor shall also coordinate with the bus services to ensure the safe operation of buses and access to bus stops in the construction area. Notices shall be in English and Spanish languages.
The Contractor shall also coordinate with the street sweeping, trash disposal, Bell Gardens Bus Lines and postal services agencies to ensure the safe operation of their vehicle and access in the construction area.
All complaints received by the City associated with the construction project alleging damage to private property and vehicles shall be responded to by the Contractor within twenty-four (24) hours (one working day) of notification. Failure to comply with this provision may result in a penalty of One Hundred dollars ($100.00) per occurrence.
All trucks which the Contractor proposes to use, that exceed the legal load limit when loaded will be required to have overweight permits issued by the City.
The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Subsection 5-7 of the General Provisions.
PROTECTION OF WORK AND PUBLIC
The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contractor shall repair the defective area in accordance with these special provisions.
CONSTRUCTION SIGNING
Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the "California Manual on Uniform Traffic Control Devices," CA-MUTCD. The traffic control system shall be installed on a road prior to starting work for that road and shall not be removed until all work has been completed on that road. Existing speed limit signs, which conflict with the work zone speed limit, shall be covered during the entire construction period.
Exhibit 1 BTOZ5
TRAFFIC MAINTENANCE
The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 601 of the Standard Specifications and these Special Provisions.
The Contractor shall prepare all necessary traffic control plans and submit to the City for approval at the pre -construction meeting. The traffic control plans shall be prepared by a California Licensed Traffic Engineer and shall show:
1. Notification Signs.
2. Existing and temporary lane lines.
3. Dimensions of the work zone and street improvements.
4. Advance warning signs.
5. Delineators
6. Lighting, for nighttime work.
The plans shall be submitted to the City at the preconstruction meeting prior to commencing work and shall incorporate a complete and separate plan for each stage of construction proposed by the Contractor. This plan shall indicate the sequence of lanes or portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction. The traffic control plans shall state-
1. That the plan will conform to "California Manual on Uniform Traffic Control Devices," CA-MUTCD.
2. Emergency contact person and phone number.
3. Minimum lane widths and minimum clearance to obstructions.
The traffic control plan shall be approved by the City of Bell Gardens prior to beginning any removals.
The Contractor shall cooperate with the City of Bell Gardens relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.
The Contractor shall furnish and install construction notification signs as shown on traffic control plans and as specified by the City of Bell Gardens.
The Contractor shall provide for controlled pedestrian crossings through the work.
Crossings shall provide pedestrians with a means of passing over or through the work without tracking tack coat or hot asphalt concrete or P.C.C. work or endangering pedestrian safety. All temporary pedestrian crossings shall be in compliance with the latest Americans with Disabilities Act design standards and supplements.
At intersections, if a crossroad needs to be temporarily closed when work is in progress through the intersection and the anticipated traffic delay is more than five (5) minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing of the detour route shall be approved by the Engineer prior to installation of the detour and closure of the Exhibit 1 BPO26
road.
The Contractor shall provide for one lane of travel in each direction at all times unless approved by the Engineer. When two-way traffic is restricted to one lane in each direction, and when applying paving past intersecting roads, traffic shall be controlled as required by the "California Manual on Uniform Traffic Control Devices," CA-MUTCD. A pilot car and driver will be required at various locations if control by flaggers and/or control devices proves deficient in the opinion of the Engineer. In no case shall the Contractor provide less than one (1) lane of travel in each direction through the construction zone including cross -streets.
Contractor's equipment and personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment shall be confined to an approved storage site selected by the Contractor and approved by the City.
TEMPORARY GUIDE MARKERS
Temporary guide markers shall be portable Caltrans Standard Specifications approved delineators. Only one type of temporary guide marker shall be used on any road at any one time.
Temporary guide markers shall be placed adjacent to the edge of all vertical lips or excavations that exceed 3/4 inches. If the temporary guide markers are damaged, or are not in an upright position, from any cause, said markers should immediately be replaced or restored to their original locations, in an upright position by the Contractor.
PORTABLE DELINEATORS
The vertical portion of the portable delineators shall be brilliant orange or predominantly orange in color. The posts shall be not less than 100 square inches, measured through the vertical axis of the delineator, normal to the roadway. The minimum height shall be thirty-seven (37) inches above the traveled way.
Two 4-inch nominal width reflective bands shall be mounted a minimum of 1 '/2 inches apart and at a height on the post so that one reflective band will be between 2.5 feet and 3 feet above the roadway surface.
Reflective bands shall be flexible vinyl plastic, either white or yellow, and shall have not less than the following dry reflective values at a 0.2 degree divergence angle, expressed I units if candlepower per foot-candle per square foot. The wet reflective values shall not be less than ninety percent (90%) of the dry values.
Dry Reflective Value
Angle of Incidence
40 50
300
White
250
165
50 Yellow
10 110
50 Exhibit 1 BP06
All tests for reflective values shall be performed in accordance with California Test Method No. 642.
The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed thirty (30) feet on tangents or twenty (20) feet on curves.
FLUORESCENT TRAFFIC CONES
Provide lighted flashers and lighting for nighttime. Traffic cones shall be fluorescent new or reconditioned and of good commercial quality, flexible material suitable for the purpose intended. The outer section of the portion above the base of the cone shall be highly pigmented fluorescent orange polyvinyl compound. The overall height of the cone shall be anchored in a manner such that the traffic cone will remain in an upright position. Lighted flashers and lighting shall be provided additionally for nighttime.
The fluorescent traffic cones shall be spaced as necessary for proper delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.
STRIPING
Temporary striping and marking which has no further use shall be removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.
RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES
The Contractor shall conduct all operations so as to provide access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public.
The Contractor shall construct temporary A.C. ramps or equal to provide safe and drivable access to residents and business properties daily.
The Contractor shall coordinate all shipments and deliveries to businesses. If steel plates are required, they shall be provided by the Contractor at no additional cost to the City.
The Contractor shall be responsible for furnishing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done.
No additional amounts shall be paid for erosion control, erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil deposited on public streets by construction traffic.
Payment for Traffic Control shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for providing and maintaining safe traffic control including all temporary signs, striping and delineation, preparing and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all Exhibit 1 BTOZ8
related agencies, including, but not limited to, public agencies and the City of Bell Gardens; and complying with the requirements specified in those licenses and permits, coordination, field office facility; and incidentals necessary to perform all related items of work.
Bid Item No. 2 — Sawcut and Remove Existing Concrete Longitudinal Gutter This Bid Item shall include all labor, material and equipment required to sawcut, remove, haul away and properly dispose of existing concrete longitudinal gutter and related adjacent areas needed to construct a longitudinal gutter. Removal of concrete longitudinal gutter as shown on the plans in conformance to Subsection 401-3.2 of the Standard Specifications for Public Works Construction.
Sawcutting shall be accomplished by the use of a power driven saw. The depth of the cut shall be deep enough to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until new concrete Longitudinal Gutter and/or Spandrel is constructed. Generally sawcuts shall be on existing joints or score mark.
All necessary sawcutting of existing concrete Longitudinal Gutter shall be to the lines shown on plans. Sawcutting shall be included in the unit price and no further compensation shall be made.
Removal of 24 inches -wide strip of AC pavement along the concrete longitudinal gutter for forming is included in this removal bid item and no additional compensation will be allowed.
Payment for Sawcutting and Removal of Existing Concrete Longitudinal Gutter (or portion thereof) shall be paid for at the contract unit price per Square Foot (SF) and shall be considered full compensation for complying with the above requirements and shall include furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, properly disposing, protection of facilities, grading, sub -grade compaction, restoration and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.
Bid Item No. 3 — Sawcut and Remove Existing
Concrete Pavement, Base, Sub -
Base, and Native Soil (10" Depth)
Bid Item No. 4 — Sawcut and Remove Existing
Concrete Pavement, Base, Sub -
Base, and Native Soil (14" Depth)
Bid Item No. 5 — Sawcut and Remove Existing
Concrete Pavement, Base, Sub -
Base, and Native Soil (7'-2" Depth)
Bid Item No. 6 — Sawcut and Remove Existing
Concrete Pavement, Base, Sub -
Base, and Native Soil (6'-4" TO 7'-2" Depth)
A. Sawcutting and removal by excavation of existing Portland cement concrete (PCC) pavement and underlying materials excavated to a depth required for the placement of a new pavement section and sub -base as shown on the project drawings. The excavation shall include, but is not limited to, the subgrade native soils. All work shall be completed in accordance with these specifications, the lines and grades, and typical Exhibit 1 BPO- 9
cross -sections shown on the drawings. The underlying materials which are removed from excavations beneath the existing PCC pavement shall be inspected by the City Engineer prior to performing over excavation.
B. Removal of materials resulting from milling and excavation, including but not limited to debris, shrubs, rubbish and excess material, shall be legally disposed of.
C. Maintaining dust control at all times by watering.
D. Removal and disposal of any additional items not specifically mentioned herein, which may be found within the work limits or are shown on the plans, is to be removed and disposed of legally.
E. Removal and disposal of unnamed concrete improvements.
F. Restoration and clean-up of the site.
G. Providing for traffic control and maintenance of access to driveways, security and safety including signs, barricades, covers, steel plates and/or chain link fencing, as necessary.
H. Protecting in place of existing water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.
I. Removing and restoring or relocating all sprinkler lines, heads, valves, etc. interfering with construction of improvements.
J. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor will make every effort to recycle excavated and demolition materials. The Contractor shall provide the City Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.
K. No excavated or demolished materials shall be left in the public right of way overnight.
It is the Contractor's responsibility to do whatever subsurface exploration is required to make a complete bid covering the cost of removal to the grades required.
The Contractor shall also be aware of existing Petromat fabric material under the existing pavement when removing the pavement. Pavement fabric, such as Petromat, shall be removed and disposed of, as required.
The Contractor shall also be aware of existing Macadam material under the existing pavement when removing the pavement.
The Contractor shall prepare the subgrade in accordance with the Specifications and to the satisfaction of the City Engineer, prior to placing new pavement. This item shall Exhibit 1 BPO&
include excavation, backfill, disposal of excess materials and fine grading required to establish the grades shown on the Project Plans.
The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in the paved area shall be compacted to a relative compaction of ninety-five (95) percent in layers not to exceed six (6) inches of subgrade prior to placement of gravel base and the remainder shall be ninety-five (90) percent by a suitable means of compaction.
All existing Portland cement concrete (PCC) pavement to join new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in -place of existing water mains, sewers, storm drains, meters, valve covers, wall, fences, curbs, fire hydrants, telephone and power poles, and other existing structures.
It is the Contractor's responsibility to perform whatever additional exploration is necessary to avoid causing any damage to the existing utilities under the work area.
Any damage done by the Contractor shall be repaired or replaced as called out in Section 402 of the Standard Specifications for Public Works Construction at the Contractor's expense.
This work shall consist of cutting existing asphalt concrete or cement concrete to facilitate its removal. Sawcutting shall be accomplished by the use of a power driven saw. The depth of the cut shall be deep enough to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surface course PCC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power -driven saw.
Payment for Sawcutting and Removal of Existing Concrete Pavement, Base Materials and Native Soil shall be made on a Cubic Yard (CY) Unit Price basis, and shall be considered full compensation for complying with the above requirements.
Furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, properly disposing, protection of facilities, grading, sub -grade compaction, restoration and incidentals for doing all the work involved complete in place and no additional compensation will be allowed.
Removal of 24" inches wide strip of AC pavement along concrete pavement is included in this removal bid item and no additional compensation will be allowed.
Bid Item No. 7 — Sawcut and Remove Existing
Asphalt Concrete (AC) Pavement,
Base, Sub -Base, and Native Soil (10" Depth)
Bid Item No. 8 — Sawcut and Remove Existing
Asphalt Concrete (AC) Pavement,
Base, Sub -Base, and Native Soil (14" Depth)
Bid Item No. 9 — Sawcut and Remove Existing
Asphalt Concrete (AC) Pavement,
Base, Sub -Base, and Native Soil (14" TO 6'-4"
Bid Item No. 10 — Sawcut and Remove Existing
Depth)
Asphalt Concrete (AC) Pavement,
Base, Sub -Base, and Native Soil to Provide Clear Depth for New Improvements This Bid Item shall conform to Section 401-2 of the Standard Specifications and shall Exhibit 1 BT031
include all labor, material and equipment required to include the following items of work:
A. Sawcutting and removal by excavation of existing asphalt concrete (AC) pavement and underlying materials excavated to a depth required for the placement of a new improvement and sub -base as shown on the project drawings. The excavation shall include, but is not limited to, the subgrade native soils. All work shall be completed in accordance with these specifications, the lines and grades, and typical cross -sections shown on the drawings. The underlying materials which are removed from excavations beneath the existing AC pavement shall be inspected by the City Engineer prior to performing over excavation.
B. Removal of materials resulting from milling and excavation, including debris, shrubs, rubbish and excess material shall be legally disposed of.
C. Maintaining dust control at all times by watering.
D. Removal and disposal of any additional items not specifically mentioned herein, which may be found within the work limits or are shown on the plans to be removed and disposed of legally.
E. Removal and disposal of unnamed concrete improvements.
F. Restoration and clean-up of the site.
G. Providing for traffic control and maintenance of access to driveways, security and safety including signs, barricades, covers, steel plates and/or chain link fencing as necessary.
H. Protecting in place of existing water mains, sewers, storm drains, meters, valve covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.
I. Removing and restoring or relocating all sprinkler lines, heads, valves, etc. interfering with construction of improvements.
J. All materials removed shall be lawfully disposed of at a site secured by the Contractor. The Contractor will make every effort to recycle excavated and demolition materials. The Contractor shall provide the City Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five (5) working days after project completion.
K. No excavated or demolished materials shall be left in the public right of way overnight.
It is the Contractor's responsibility to do whatever subsurface exploration is required to make a complete bid covering the cost of removal to the grades required.
The Contractor shall also be aware of existing Petromat fabric material under the existing pavement when removing the pavement. Pavement fabric, such as Petromat, Exhibit 1 BPO- 2
shall be removed and disposed of, as required.
The Contractor shall also be aware of existing Macadam material under the existing pavement when removing the pavement.
The Contractor shall prepare the subgrade in accordance with the Specifications and to the satisfaction of the City Engineer, prior to placing new pavement. This item shall include excavation, backfill, disposal of excess materials and fine grading required to establish the grades shown on the Project Plans.
The subgrade preparation shall conform to Section 301-1 of the Standard Specifications. Unless otherwise specified, soil in the paved area shall be compacted to a relative compaction of ninety-five (95) percent in layers not to exceed six (6) inches of subgrade prior to placement of gravel base and the remainder shall be ninety-five (95) percent by a suitable means of compaction.
All existing asphalt concrete (AC) pavement to join new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in -place of existing water mains, sewers, storm drains, meters, valve covers, wall, fences, curbs, fire hydrants, telephone and power poles, and other existing structures.
It is the Contractor's responsibility to perform whatever additional exploration is necessary to avoid causing any damage to the existing utilities under the work area.
Any damage done by the Contractor shall be repaired or replaced as called out in Section 402 of the Standard Specifications for Public Works Construction at the Contractor's expense.
This work shall consist of cutting existing asphalt concrete or cement concrete to facilitate its removal. Sawcutting shall be accomplished by the use of a power driven saw. The depth of the cut shall be deep enough to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surface course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power -driven saw.
Payment for Removal of Existing AC Pavement, Base, Subbase and Native Soil shall be at the contract unit price per Cubic Yard (CY) and shall be considered full compensation for furnishing labor, materials, equipment, sawcutting, removals, hauling and disposal of unsuitable materials, grade for the base, compaction and no additional compensation will be allowed therefor. Payment for the removal of Macadam and/or Petromat fabric material shall be included in this bid item of work and no additional compensation will be allowed.
Bid Item No. 11 — Construct Concrete Longitudinal Gutter This Bid Item shall include all labor, material and equipment required to construct concrete longitudinal gutter for the project. Concrete longitudinal gutter shall conform to the provisions of Section 201-1 of the Standard Specifications for Public Works Construction and shall be placed in accordance with Section 303-5 of the Standard Exhibit 1 B901A
Specifications for Public Works Construction. Concrete longitudinal gutter shall be per Standard Plans for Public Works Construction 122-3.
Concrete longitudinal gutter shall be constructed to the line, grades and design shown on the plans to match existing or as ordered by the Engineer. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.
Payment for concrete longitudinal gutter shall conform to the provisions of Subsection 303-5.9 of the Standard Specifications for Public Works Construction. 6" thick compacted Crushed Miscellaneous Base (CMB) under the longitudinal gutter shall be paid under a separate Bid Item.
Payment for 24 inches wide AC or PCC Pavement strip along the longitudinal gutter for forming purposes shall be included in this bid item of work and no additional compensation will be allowed.
Payment for Construction of Concrete Longitudinal Gutter shall be paid for at the contract unit price per Square Foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compacting, forming, removing and replacing AC for forming purposes, pouring, finishing, hauling, proper disposing, and incidentals for doing all the work involved complete in place and no additional compensation will be allowed therefor.
Bid Item No. 12 —Construct Reinforced Concrete Retaining Wall This Bid Item shall include all labor, material and equipment required to construct a reinforced concrete block wall for the project. Reinforced concrete block wall shall conform to the provisions of Sections 201-1 and 201-2 of the Standard Specifications for Public Works Construction. Reinforced concrete retaining wall shall be per Standard Plans for Public Works Construction 614-3.
Reinforced concrete retaining wall shall be constructed to the line, grades and design shown on the plan.
Temporary support of all sloped and vertical plains of excavation. Shoring where needed shall be placed to protect exiting improvement including adjacent properties.
Temporary shoring design is Contractor responsibility and shall be done by a Registered Engineer. Contractor shall submit the calculation to the City's Building and Safety Department prior commencement of the construction. Works for approval.
Submittal shall include all stages of construction of retaining walls and shall be submitted to the City 10 (ten) working days prior to construction of retaining walls.
Excavation and backfill necessary to build the reinforced concrete retaining wall shall be included in the unit price of this bid item and no additional compensation will be allowed therefor.
Payment for Construct Reinforced Concrete Retaining Wall shall be paid for at the contract unit price per Linear Foot (LF) and shall include full compensation for furnishing Exhibit 1 B90�14
all labor, materials, tools, equipment, excavation, backfilling, grading, compacting, forming, pouring, finishing, hauling, proper disposing, and incidentals for doing all the work involved complete in place and no additional compensation will be allowed therefor.
Bid Item No. 13 — Furnish and Install New Metal Hand Railing This Bid Item shall include all labor, material and equipment required to furnish and install a new metal hand railing on existing or proposed ramp as shown on plans. Metal hand railing shall be galvanized steel pipe and shall conform to the provisions on Section 206-5 of the Standard Specifications for Public Works Construction and shall be fabricated and installed in accordance with Section 304-2 of the Standard Specifications for Public Works Construction. Metal hand railing shall be per Standard Plans for Public Works Construction 606-5 Type A.
Payment for Furnishing and Installing New Metal Hand Railing for Curb Ramp shall be paid for at the contract unit price per Each (EA) and shall be considered full compensation for complying with the above requirements. Furnishing of labor, materials, equipment, sawcutting, removal, excavation, hauling, properly storing, protection of facilities, backfill, grading, sub -grade compaction, restoration and incidentals for accomplishing the work complete and in place and no additional compensation will be allowed therefor.
Bid Item No. 14 — Provide and Place 6"-Thick Crushed Miscellaneous Base (CMB) This Bid Item shall include all labor, material and equipment required to provide and place Crushed Miscellaneous Base (CMB). CMB shall be in conformance with the requirements specified in Section 200-2.4 for untreated base material of the Standard Specifications and shall be placed and compacted per plans and specifications and per Section 301 of Standard Specifications for Public Works Construction.
The gravel base shall be compacted to a minimum of 95 percent relative compaction.
Payment for placing crushed miscellaneous base shall conform to the provisions of Subsection 301-2.4 of the Standard Specifications for Public Works Construction.
Payment for Provide and Place Crushed Miscellaneous Base (CMB) shall be paid for at the contract unit price per Cubic Yard (CY), shall include full compensation for furnishing all labor, materials, tools, equipment, backfilling, grading, compacting, finishing, hauling, disposing, and incidentals and for doing all the work involved complete in place and no additional compensation will be allowed therefor.
Bid Item No. 15 — Construct 8"-Thick Concrete Pavement
This Bid Item shall include all labor, material and equipment required to place concrete pavement for the project. Concrete pavement as shown on the contract drawing shall conform to the provisions of Section 201-1 of the Standard Specifications for Public Works Construction and shall be placed in accordance with Section 302-6 of the of the Standard Specifications for Public Works Construction.
Exhibit 1 B90Y5
Concrete pavement shall be per Standard Plans for Public Works Construction, Plan 132-3 and shall be constructed to the line, grades and design shown on the plans or as ordered by the Engineer. The Contractor shall remove and replace any new concrete work with graffiti markings and blemishes at no additional cost to the City.
Payment for 8.0" concrete pavement shall conform to the provisions of Subsection 303-
5.9 of the Standard Specifications.
A 6.0" thick compacted crushed miscellaneous base (CMB) under the concrete pavement shall be paid under separate Bid Item.
Payment for Construction of Concrete Pavement shall be paid for at the contract unit price per Square Foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment, sawcutting, hauling, disposing, backfilling, compacting, subgrade preparation and incidentals, and for doing all the work involved complete in place and no additional compensation will be allowed.
Bid Item No. 16 — Construct 2.5"-Thick AC Base Course
The work in this section shall include all labor, materials, and equipment required to complete all asphalt concrete paving work as follows.
• B-PG 64-10 — Depth as indicated on the plans.
This bid item includes the placement of asphalt concrete (AC) Base course to a minimum depth of 6 inch over existing AC as shown on the project plans.
Work shall conform to Section 203-6 of the Standard Specifications for Public Works Construction, these Specifications and as directed by the Engineer.
The Contractor shall submit to the City Engineer a written Construction Plan for the project that include; street sweeping equipment, paving equipment and speed, finish roller type, number of passes required, amplitude and period of roller vibration (if used) and truck haul route.
Pneumatic rollers shall not be used. Placement of asphalt concrete shall be installed with a 3 or 5-ton tandem roller. Either vibratory or static will be determined by the City Engineer.
All asphalt concrete work shall be performed in accordance with Subsection 302-5 "Asphalt Concrete Pavement" and Section 302-9 the Standard Specifications for Public Works Construction and these Specifications.
Prior to the placement of asphalt concrete, Contractor shall clean up milled surface by sweeping or washing before any overlay pavement takes place. Otherwise the dirt and dust will decrease the bond between the new overlay and the existing pavement. When sweeping, more than one pass is needed to remove all the dirt and dust. If the milled surface is washed, the pavement must be allowed to dry prior to pavement. All debris, Exhibit 1 B901A
dirt, and gravel from the surface should be removed and a tack coat of grade SS-1H emulsified asphalt conforming to the provision in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications of Public Works Construction shall be uniformly applied to all existing pavement surfaces and contact surface edges.
A Certificate of Compliance shall be required from the supplier of the asphalt concrete and delivered to the Engineer not less than Ten (10) working days prior to any scheduled asphalt concrete work. Asphalt concrete shall be placed, compacted to 95% relative density.
The field density of compacted Asphalt Concrete (AC) pavement shall be determined by a nuclear asphalt testing device, tested and calibrated in conformance with California Test 375, in the field designed to measure the density of pavement of the thickness being constructed. All test sections (and any such areas where cores are taken for calibration) shall have compactions consistently in excess of 95% based on the nuclear gauge.
Mix designs submitted for review shall have been performed within Fifteen (15) days from Award of Contract. At the beginning of the paving operation, Contractor shall cooperate with City Engineer and establish a rolling pattern to obtain acceptable density in the compacted asphalt concrete surface. Once the rolling pattern is established, Contractor shall follow this pattern unless otherwise directed by the Engineer.
Tack Coat (Not a Bid Item)
Asphalt emulsion binder shall comply with Section 302-5.4, "Tack Coat, of Standard Specification for Public Works Construction and these Specifications, and as directed by the Engineer.
When asphalt concrete is placed in contact with existing asphalt concrete, the surface shall be completely dry of water, clean of dirt and debris, and a tack coat of asphaltic emulsion shall be applied to insure proper bond. Asphaltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gutters, and construction joints against which asphalt concrete material is to be placed, to pavement to be surfaced and to other surfaces designated in the specifications or as directed by the City Engineer.
The overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engineer. Asphalt emulsion binder shall be applied so far in advance of placing the surfacing as permitted by the City Engineer.
Immediately in advance of placing the overlay, additional asphalt emulsion binder shall be applied as directed by the Engineer to areas where the asphalt emulsion binder has been damaged, and loose or extraneous material shall be removed, and additional compensation will not be allowed.
The area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of the construction.
Exhibit 1 8g0j�
A tack coat shall be applied to all concrete or gutter surfaces that will be in contact with the asphalt surfacing. The tack coat shall consist of PG-64-16 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203, and 302- 5 of the SSPWC.
Apply tack coat at a rate not to exceed one -tenth (1/10) gallon per square yard uniformly in one coat on all vertical joins of AC patching and PCC surfaces and edges against which AC is to be placed. The surface to be covered shall be thoroughly cleaned of all dirt and loose materials prior to application of the asphalt binder.
Payment for Asphalt Concrete Base Course (2.5"-Thick) will be measured and paid by the Ton (TON) actually placed accompanied by weight certificates which shall be furnished by the Contractor to the Engineer at the job site upon delivery of the material.
Certificates shall be a legible copy of a licensed weigh master's certificate showing gross tare, and net weight of each truckload of asphalt concrete. Measurement shall conform to Section 7-1 of Standard Specifications of Public Works Construction.
The contract unit price paid for "Asphalt Concrete Pavement," shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing asphalt concrete overlay complete in place as shown on the project plans found and as specified in these specifications.
Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the specifications of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be al- lowed for hauling rejected material.
Payment for asphalt emulsion binder (Tack Coat) and preparation for overlay shall be included in the contract unit price paid for Asphalt concrete pavement.
Bid Item No. 17 — Construct 1.5"-Thick Conventional AC Overlay Type C2-PG 64-10
The work in this section shall include all labor, materials, and equipment required to complete all asphalt concrete paving work as follows.
• C2-PG 64-10 — Depth as indicated on the plans.
This bid item includes the placement of asphalt concrete (AC) Overlay course over existing or proposed AC Base course to a minimum depth of 1.5 inch as shown on the project plans.
Work shall conform to Sections 203-6 of the Standard Specifications for Public Works Construction, these Specifications and as directed by the Engineer.
Exhibit 1 B%%
The Contractor shall submit to the City Engineer a written Construction Plan for the project that include; street sweeping equipment, paving equipment and speed, finish roller type, number of passes required, amplitude and period of roller vibration (if used) and truck haul route.
Pneumatic rollers shall not be used. Placement of asphalt concrete shall be installed with a 3 or 5-ton tandem roller. Either vibratory or static will be determined by the City Engineer.
All asphalt concrete work shall be performed in accordance with Subsection 302-5 "Asphalt Concrete Pavement" of the Standard Specifications for Public Works Construction and these Specifications.
Prior to the placement of asphalt concrete, contractor shall clean up milled surface by sweeping or washing before any overlay pavement takes place. Otherwise the dirt and dust will decrease the bond between the new overlay and the existing pavement. When sweeping, more than one pass is needed to remove all the dirt and dust. If the milled surface is washed, the pavement must be allowed to dry prior to pavement. All debris, dirt, and gravel from the surface should be removed and a tack coat of grade SS-1H emulsified asphalt conforming to the provision in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications of Public Works Construction shall be uniformly applied to all existing pavement surfaces and contact surface edges.
A Certificate of Compliance shall be required from the supplier of the asphalt concrete and delivered to the Engineer not less than Ten (10) working days prior to any scheduled asphalt concrete work. Asphalt concrete shall be placed, compacted to 95% relative density.
The field density of compacted Asphalt Concrete (AC) pavement shall be determined by a nuclear asphalt testing device, tested and calibrated in conformance with California Test 375, in the field designed to measure the density of pavement of the thickness being constructed. All test sections (and any such areas where cores are taken for calibration) shall have compactions consistently in excess of 95% based on the nuclear gauge.
Mix designs submitted for review shall have been performed within Fifteen (15) days from Award of Contract. At the beginning of the paving operation, Contractor shall cooperate with City Engineer and establish a rolling pattern to obtain acceptable density in the compacted asphalt concrete surface. Once the rolling pattern is established, Contractor shall follow this pattern unless otherwise directed by the Engineer.
Tack Coat (Not a Bid Item)
Asphalt emulsion binder shall comply with Section 302-5.4, "Tack Coat, of Standard Specification for Public Works Construction and these Specifications, and as directed by the Engineer.
When asphalt concrete is placed in contact with existing asphalt concrete, the surface shall be completely dry of water, clean of dirt and debris, and a tack coat of asphaltic Exhibit 1 B%%
emulsion shall be applied to insure proper bond. Asphaltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gutters, and construction joints against which asphalt concrete material is to be placed, to pavement to be surfaced and to other surfaces designated in the specifications or as directed by the City Engineer.
The overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engineer. Asphalt emulsion binder shall be applied so far in advance of placing the surfacing as permitted by the City Engineer.
Immediately in advance of placing the overlay, additional asphalt emulsion binder shall be applied as directed by the Engineer to areas where the asphalt emulsion binder has been damaged, and loose or extraneous material shall be removed, and additional compensation will not be allowed.
The area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of the construction.
A tack coat shall be applied to all concrete or gutter surfaces that will be in contact with the asphalt surfacing. The tack coat shall consist of PG-64-10 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203, and 302- 5 of the SSPWC.
Apply tack coat at a rate not to exceed one -tenth (1/10) gallon per square yard uniformly in one coat on all vertical joins of AC patching and PCC surfaces and edges against which AC is to be placed. The surface to be covered shall be thoroughly cleaned of all dirt and loose materials prior to application of the asphalt binder.
Payment for Asphalt Concrete Overlay (1.5" Thick) will be measured and paid by the Ton (TON) actually placed accompanied by weight certificates which shall be furnished by the Contractor to the Engineer at the job site upon delivery of the material.
Certificates shall be a legible copy of a licensed weigh master's certificate showing gross tare, and net weight of each truckload of asphalt concrete. Measurement shall conform to Section 7-1 of Standard Specifications of Public Works Construction.
The contract unit price paid for "Asphalt Concrete Pavement," shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing asphalt concrete overlay complete in place as shown on the project plans found and as specified in these specifications.
Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the specifications of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be al- lowed for hauling rejected material.
Payment for asphalt emulsion binder (Tack Coat) and preparation for overlay shall be included in the contract unit price paid for Asphalt concrete pavement.
Exhibit 1 B901470
Bid Item No. 18 — Furnish and Install Nyloplast 3'X3' Drain Basin Structure or Approved Equal
This Bid Item shall include all labor, material and equipment required to furnish and install Nyloplast 2'X3' Drain Basin Structure or approved equal, complete in place per manufacturer recommendation for the project. Contractor shall coordinate with manufacturer for all specifications, requirements and procedures for the correct handling and installation of system.
All removals and excavation below existing improvements (existing AC or PCC) necessary to the installation of the Nyloplast Drain Basin Structure shall be included in this bid item.
Payment for Furnish and Install Nyloplast Drain Basin Structure or Approved Equal shall be at the contract unit price per Each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved, complete in place and no additional compensation will be allowed therefor.
Bid Item No. 19 — Furnish and Install Nyloplast 3'X3' Steel Bar Grates Assembly or Approved Equal
This Bid Item shall include all labor, material and equipment required to furnish and install Nyloplast Steel Bar Assembly or approved equal, complete in place per manufacturer recommendation for the project. Contractor shall coordinate with manufacturer for all specifications, requirements and procedures for the correct handling and installation of system.
All removals and excavation below existing improvements (existing AC or PCC) necessary to the installation of the Nyloplast Steel Bar Assembly shall be included in this bid item.
Payment for Furnish and Install Nyloplast Steel Bar Grates Assembly or Approved Equal shall be at the contract unit price per Each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved, complete in place and no additional compensation will be allowed therefor.
Bid Item No. 20 — Construct 12-Inch High -Density Polyethylene (HDPE) Storm Drain Pipe or Approved Equal
Bid Item No. 21 — Construct 18-Inch High -Density Polyethylene (HDPE) Sanitary Sewer Pipe or Approved Equal
This Bid Item shall include all labor, material and equipment required to construct 12- Inch and 18-Inch High -Density Polyethylene (HDPE) Storm Drain Pipe or approved equal for the project. Pipe shall be per approved manufacturer recommendation and shall be placed in accordance with Section 306 of the Standard Specifications for Public Works Construction.
Exhibit 1 B�0A
Payment for Construct High -Density Polyethylene (HDPE) Storm Drain Pipe or approved equal shall be paid for at the contract unit price per Linear Feet (LF) and shall include full compensation for furnishing all labor, materials, tools, equipment, excavation, shoring, backfilling, grading, compacting, forming, pouring, finishing, hauling, proper disposing, and incidentals for doing all the work involved complete in place and no additional compensation will be allowed therefor.
Bid Item No. 22 — Install Inlet Protection Pipe Screen
This Bid Item shall include all labor, material and equipment required to furnish and install 12"NDS Round Grate. Attaching with Skiaswell Joint sealant or approved equal complete in place per manufacturer recommendation for the project. Contractor shall coordinate with manufacturer for all specifications, requirements and procedures for the correct handling and installation of system.
Payment for Install Inlet Protection Pipe Screen shall be at the contract unit price per Each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved, complete in place and no additional compensation will be allowed therefor.
Bid Item No. 23 — Furnish and Install Barracuda Structure with ClearTec Absorbing Material or Approved Equal
This Bid Item shall include all labor, material and equipment required to furnish and install Barracuda Structure with ClearTec Absorbing Material or approved equal, complete in place per manufacturer recommendation for the project. Contractor shall coordinate with manufacturer for all specifications, requirements and procedures for the correct handling and installation of system.
All removals and excavation below existing improvements (existing AC or PCC) necessary to the installation of the Barracuda Structure with ClearTec Absorbing Material shall be included in this bid item.
Payment for Furnish and Install Barracuda Structure with ClearTec Absorbing Material or Approved Equal shall be on Lump Sum (LS) Unit Price basis and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved, complete in place.
Bid Item No. 24 — Furnish and Install ADS MC-4500 Stormtech Chamber System or Approved Equal
This Bid Item shall include all labor, material and equipment required to furnish and install ADS MC-4500 Stormtech Chamber System or approved equal, complete in place per manufacturer recommendation for the project. Contractor shall coordinate with manufacturer for all specifications, requirements and procedures for the correct handling and installation of system.
Exhibit 1 B9014q
All removals and excavation below existing improvements (existing AC or PCC) necessary to the installation of the Stormtech Chamber System shall be included in this bid item. After excavation, there will be excess dirt which can be used for the layers C and D, which is noted on the Stormtech Chamber details.
Payment for Furnish and Install ADS MC-4500 Stormtech Chamber System or Approved Equal shall be on Lump Sum (LS) Unit Price basis and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved, complete in place.
Bid Item No. 25 — Adjust Existing Water Valve Cans and Covers to Finished Grade Adjusting water valve cans and covers shall be in accordance with Section 403 of the Standard Specifications. The Contractor is to contact the water utility and determine if the utility wants the Contractor to lower and raise the water valves sleeves and covers or the water utility will do so on its own. In the latter case the Contractor will not be paid for this work.
All existing water utility covers that can be lowered and raised shall be lowered prior to cold milling/removal and adjusted to finished grade by the Contractor or the Utility Owner. The Contractor shall contact the utility or substructure owner organizations to arrange for adjustment of their respective facilities a minimum of seven (7) working days prior to paving operations in accordance with Section 403-3 of the Standard Specifications.
Adjustment of existing water valve sleeves shall also be performed after finish paving and covers are to be painted should the Utility Owner want the cover to be painted. The Utility Owner will let the City know what color is to be used.
Payment for Adjustment of Water Valve Cans and Covers to Finished Grade shall be based on Each (EA) Unit Price basis and shall be considered full compensation of all costs associated with their adjustment including labor, materials, equipment, tools, traffic control and incidentals for doing all the work involved complete in place.
Bid Item No. 26 — Adjust Existing Water Meter Box and Cover to Finished Grade, Replace Broken Cover/Box
Meter boxes shall be either precast reinforced concrete or of fiber construction and shall conform to the provision in the water purveyor's Standard Specifications. Existing meter boxes in good condition may be reused if not disturbed as approved by the City Engineer and/or the owner. Broken covers and those not conforming to the above or the requirements on the plans shall be replaced. Existing meter boxes not reused or noted for future use shall be removed and salvaged and the area of removal repaired in kind with the surrounding area, but at a minimum to the minimum standards for the said material used.
Payment for Adjustment of Water Meter Boxes and Covers to Finished Grade shall be at the contract unit price per Each (EA) Unit Price basis and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for Exhibit 1 B9(?43
doing all the work involved complete in place.
Bid Item No. 27 — Construction Survey and Staking
It shall be the responsibility of the Contractor to supply any and all construction surveying and staking required. All surveying shall be performed under the direct supervision of a California Licensed Land Surveyor or a Civil Engineer duly licensed to perform land surveying.
Construction Staking consists of furnishing transportation, labor, materials, and equipment to provide surveying and field engineering under the direction of a land surveyor or professional engineer licensed in the State of California. Furnish skilled labor, instrument platforms, ladders and such other temporary structures, required lighting for making and maintaining points and lines in connection with the surveys required.
Construction Staking shall conform to the Standard Specification Section 3-10. Work under this Section includes, but is not limited to, the following-
1. Establish and maintain horizontal and vertical control points from City of Bell Gardens -supplied benchmarks and baselines.
2. Establish temporary benchmarks.
3. Layout of all work.
4. Construction staking for earthwork and paving work required on the project.
5. Control, staking, and grade checking for all earthworks.
6. Control for construction of reinforcing steel, concrete work, and structural steel work.
7. Maintain records on reproducible contract drawings (ASCII points file) of as - constructed locations of project components and features during the course of the project.
The City of Bell Gardens reserves the right to check the accuracy of Contractor's survey measurements and calculations. Regardless of whether or not the City of Bell Gardens exercises this right, the requirements for Contractor accuracy and adequacy will not be waived.
Copies of all completion survey notes, and other data shall be furnished to the City of Bell Gardens prior to beginning work that requires their use.
Prior to completion of Project and when requested by the City of Bell Gardens, Contractor shall submit a copy of project drawing and certificate signed by California Registered Land Surveyor or Professional Engineer as applicable, that elevations and locations of Work are in conformance with Contract Documents.
The contractor shall be responsible to maintain a complete and accurate log of control and survey work as it progresses.
Exhibit 1 B9(?414
Contractor shall field verify locations of survey control points prior to starting any work on the Project Site. Contractor shall establish and submit to the City of Bell Gardens any temporary control points as necessary due to construction activity. The Contractor shall notify the City of Bell Gardens of any discrepancies discovered and resolve prior to starting any work.
The Contractor shall lay out work from the City Engineer's established control points, baselines, ranges and gauges and shall be responsible for all measurements in connection therewith. Furnish, at Contractor's expense, all stakes, templates, platforms, equipment, range markers, and labor as may be required in laying out any part of the Work from the points and lines established by the City of Bell Gardens. The Contractor will be held responsible for the execution of the Work to such lines and grades as may be established or indicated by the City Engineer. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Surveyor/Engineer retained by the Contractor until authorized to remove them. If such marks are destroyed by the Contractor or through negligence prior to their authorized removal, they may be replaced by the City of Bell Gardens. The expense of replacement will be deducted from any amounts due, or to become due, the Contractor.
Surveying shall conform to methods, procedures, and requirements of the Caltrans Survey Manual. Contractor shall set finish grades at a maximum of 25-ft. intervals for dirt, 25-ft. intervals for rock and at all grade breaks. Contractor shall establish or reestablish baselines and field control points as necessary and provide all basic site engineering to assure accurate locations and elevations for construction. It will be Contractor's responsibility to verify location and elevation of existing structures and utilities as required for new work.
Control datum for survey may be indicated on Contract Drawings. Contractor shall locate and protect, or replace survey control and reference points, preserve permanent reference points during construction and provide record of survey for replacement at record monument. The Contractor shall report to the City of Bell Gardens loss or destruction of any reference point or relocation required because of changes in grades or other reasons and replace dislocated survey control points based on original survey control. There will be no changes without prior written notice to the City of Bell Gardens.
Payment for Construction Survey shall be paid for at the contract unit price per Lump Sum (LS) and shall be considered full compensation for furnishing labor, materials, equipment and removal after construction, and no additional compensation will be allowed therefor. Contractor shall submit electronic files of surveys conducted for Progress Payments with each Pay Request.
Bid Item No. 28 — Provide Soil and Pavement Testing Services as Needed - Allowance
This Contract provides an allowance of up to $3,500 (includes actual cost plus 15% overhead of Contractor) for a geotechnical and soil compaction testing, concrete testing and AC density test (field work, office work and AC batch plant inspection). The Exhibit 1 B9d�
Testing/Geotechnical Engineering Firm shall be headed by a California Registered Geotechnical Engineer and shall be approved by the City Engineer prior to start of soil and pavement testing tasks.
All required AC and Soil tests shall be performed per City Engineer requests. All such work required by the City Engineer will be paid by the City to the Contractor on the submittal and approval of invoices of the firm retained by the Contractor plus 15% charge for Contractor supervisorial costs.
Bid Item No. 29A — Cantilevered Canopy
This Bid Item shall include all labor, material and equipment required to furnish and install Cantilevered Canopy by Universal Awning or approved equal, complete in place per manufacturer recommendation for the project. Contractor shall coordinate with manufacturer for all specifications, requirements and procedures for the correct handling and installation of system. The Contractor shall confirm with the shade structure manufacturer that manufacturer's specifications for the supplied structure meet current California requirements and building codes.
Payment for Cantilevered Canopy shall be at the contract unit price per Each (EA) Unit Price basis and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all the work involved complete in place.
Mobilization and Demobilization (NOT A BID ITEM)
Mobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site.
Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor's personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all nonworking days during construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials.
Compensation for mobilization shall be included in the other items of work and no additional compensation will be allowed.
All Other Items of Work (NOT A BID ITEM)
Compensation for all other items of work that are not identified shall be included in the other items of work and no additional compensation will be allowed.
Exhibit 1 BqC
STANDARD PLANS
Exhibit 1 1047
LIST OF STANDARD PLANS
Standard Plans for
Public Works Construction:
SPPWC 122-3
SPPWC 132-4
SPPWC 133-4
SPPWC 134-3
SPPWC 606-5
SPPWC 614-3
Description
Cross and Longitudinal Gutters
Concrete Pavement Replacement
Asphalt Concrete Pavement Replacement
Concrete Pavement Joint Detail
Metal Hand Railing
Reinforced Concrete Retaining Wall Type 5
Exhibit 1 1048
GUTTER TRANSITION (1SO' r�rr7) GU
CURE AA RIDGE
TR GR
FLOW
15, w— -
4500 m
PROPERTY LIE w
FOR 5® TYP B ECF
(1500 rn)
1 ' (45O0 m) WG WG
TRANSITION
WHEN REQUIRED
®R TRANSITION
nFLOWLINE
STIR
10 M-H—
45OO
NORMAL GF
MINUS 2" (50 mm)
G ® 2® (50O warn) TY
STREET SLOPE 4 OR GREATER
STREET CENTERLINE—,,, FLG LINE
EG
PROPERTY
LINE
NORMAL CF RI
0 LEVEL (200 )
SECTION
2s
m) 00 mm)
E
/CURB4 SEE NOTE T
SECTION SECTION
STANDARD PLAN
CROSS AND LONGITUDINAL GUTTERS 122-3
,,,,,,,,,,. ,,,,,,,,.. ,,,,,,,.,,
WWEANCEN E:ICi......EN...ANIE JOINTS
PER NOTES 1 AND 2 ........
% EAKENED—PII..AV^ E JOINT OIR
CDN::1TION+NAU... CONSTRUCTION JOINT
PER IhNOTN:I:S 'N, 2 AN+NN:D
JOINT NEEDED WAN-BIE::N
W -= 4 ' (14 m) OR MOR li:::
:ECff .�
TRANSITION S
. '
WNEAIKIE"�EE—ELA+E JOINTS ('NSCCvm) NYP
5'
PENOTES 'D AND 2 _
1600 mm) TYNa:
---GUTTER �roro
.'5 mirn
2 U �...................r_l.
(0 pro)
m
rOU
If . _......_ ......... .. ... mm_.... SPACED OAWI S
fEL S
FOR CONSTRUCTION
TION
JOINTS SEE NOTE 4
Oro"
100
_................................................m
UTT11:7'
a
V
4" ( SOX IE U,UALLY SPACED
(-100-m-r7r, DOWELS FOR CONSTRUCINON
JOINTS
NOTES
1. WUUIE ANKENEfi:D--IPU...ANE AND/OR CCDNS'•N'RU CTIICDII+N JOINTS SN••BALL IE::HH: PLACED IN CUIRS AND GUTTER AT LOCATIONS SN-NOWN ON TI-NE: TYI::'IICdAL J IIN'T N:;'ILAN Ih•NN:::RN:..'ON.. 20 WEAKENED .......PU...ANE JOINTS SliAII...N... BE PLASTIC CONTROL JOINTS OR 1-1/2" (40 irm'o) EDIE:::El::' SAW CUTS. C O N EN::7•'E SAWING G SN••BAU...II... TAKE PLACE WITHIN 24 HOURS A6:"TER CONCRETE IS PLACED.
.3. DOWELS FOR CONSTRUCTION JOINTS SHALL BE #4 N:UARS 18" LONG (#13M BARS 450 mm LONG).
4. PII...ACE A WEAKENED lf:;°II...ANE OIR CONSTRUCTION JOINT WHERE: LONGITUDINAL A[ LEY GUTTER JOINS CONCRETE ALLEY INTERSECTION.
5. AN...IL E:XP SEND C ORNN: IRS ON PCE CURBS AND GUTTERS SU••BAII...U_ BE ROUNDED WITH 1/2"° ('DS ire m) RADIUS.
6. CONCRETE CRETE SMALL BE INTEGRAL WWN•N•'N••R CUeU IE3 ILUNN...IE:::SS CD"GN••NERWWISE SPIE:::EUIFIIN:E.
7.. ADJACENT TO CURB RA N:,"S, CONCRETE ETE SLOPE SHAaII...IL USE % MAXIMUM II-" R A �DIISTAN�9 E: CAN::• S FEET (1525 mm) FROM THE CURB FACE FOR "N`N••IIE WUICDTI-N OF THE WII D'•N"N-N OF TN --NE RAMP, NOT INCLUDING SIl DN::. TRANSITION CURBS.
STANDARD PLANS FOR PUBL�C WORKS CONSTRUCTION I I
CR*SS AND LONGITUDINAL GUTTERS '122-3
z
E
<
<
E
Z
r
Z
w
0 m
E
E
in z 9 EXCAVATION
Z
X00
=1 v44
T
Ez
®®
LD 3' 1 1
MIN
SAWCUTS PERPENdICULAR
rTO EXISTING JOINTS
EXIST CONCRETE
cl
PAVEMENT
mm
I
cn TRENCH WIDTH
in SAWCUT
mar
CONCRETE, 520—A-2506'.
(310—A-17)
qmn
TRENCH 7
BAClUi KIFILL
REPLACEMENT SECTION
Exhibit
a
NOTES®
1. THE EXTENT OF REPAIRS FOR CONCRETE CUTS NOT SHOWN ON THIS STANDARD PLAN OR CUTS MADE WITHIN 3' (900 mm) OF EXISTING PATCHES, CRACKS. OR DETERIORATED SLABS SHALL DE DETERMINED BY THE ENGINEER.
2. CONCRETE PAVEMENT SHALL BE REMOVED PER SSPWC 401-3.1.
3. BACKFILL AND DENSIFICATION SHALL CONFORM TO SSPWC 306-1.3.
4. TEMPORARY RESURFACING SHALL RE PLACED PER SSPWC 306-1.5.1. rl
0 TRENCH WIDTH
T + T'J25 mm) AC PAVEMENT
I
EXISTING AC PAVEMENT T
®\10 TRENCH
ACKFILL
CASE I AC PVMT ON TRENCH BACKFILL
TRENCH WIDTH
T + V 25 r m) AC PAVEMENT
IN
EX15T1 C AC PAVEMENT [So -
EXISTING ACE
TRENCH
®� ACKFILL
CASE II AC PVMT ON BASE MATERIAL
�- -----TRENCH _WIDTH
EXISTING AC PAVEK
mm:�ii
�• `°'TENCH
ACKFILL
CASE III
exhibit
11 INITIAL SLABSU SECU T SLAB
+RBI
(25 rr m)
N E E
`%1 I Lo
INt Lse—
METALOR WOODENINSERT TO BE
PLACED ON FORMS.
E l —®®®® CONCRETE FORM
KEYWAY1
1, LONGITUDINAL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN. CONSTRUCTION OR WEAKENED PLANE JOINTS MAY BE USED AT THE CONTRACTOR'S OPTION. k TRANSVERSE WEAKENED
OF 15' (4500 mm) AND SHALL BE AT LEAST 5' (1500 mm) FROM ANY TRANSVERSE CONSTRUCTION JOINT. (SEE NOTE 5.)
TRANSVERSE
3. JOINTS BE CONSTRUCTED AS
.
AND AS DIRECTED
4. SPACE TIE BARS ATON-CENTER FOR
TRANSVERSE
AR-
A, LONGITUDINAL PLACE IN MIDDLE THIRD OF iy
CONCRETE5. PAVEMENT CONFORM
�f=STANDARD
PAVEMENTCONCRETE
JOINT DETAILS -3
1� i if
//
H
Exhibit
2" (1 rr m) 0 STD STL PIPE,
RAILS AND POSTS ti
b
PT PIPE
POSTS
2-1/2" (4 ry m) 0
STD PIPE OR
2" (51 m)
EXTRA STRONG PIPE
TYPE
Y'®C
TYPE
0 18"
E (460 rim)
E
180
(460 mm)
SECTION A —A
(36
(3so)
(360 mM)
SECTION E—
SECTION C—C
HANDICAPPEDSEE CALIFORNIA BUILDING CODE
FOR HANDRAIL AND OTHER REQUIREMENTS
FOR
PLANSTHAN CURB RAMPS
STANDARD
---------------
METAL HAND RAILINGS
606
%r
SHEET 1
k,
„ n
w
Exhibit
Top RAIL DETAILS
„__.... SHEET 3
P
Pk
gip �1 p^n II �[ gp�j
Q d� �o'oW� 10 u�roum . WELD ALL ARO UN D--
SEE NOTE
AD WIDTH
(305 mrrl
JE B ClK OF
SEE SHEET I FOR � ....... ,� SUDEWUAILUK
IBOT TOM RAIL, POSTS, w � _m
PICKETS, AND POST
4" CLEAR
(100 mr m) N.
\" STAU CURB
TYPE A TYPE C
°°______
(12,5 mr�a�m)
3" U�48°
0 SUP -JOINT DETAL
DRIVE --ON STEEL
END CAUL
CAP LLD T L FOR RAL END
NOTES:
1. USE TYPE C WHERE ADJACENT GRADE IS MORE "THANE 2'---6°° ('760 mm) BELOW LANDING OR SIDEWALK FINISHED SURFACE.
2. RAILS. POSES, AND PICKETS SHALL BE GALVANIZED STEEL PIPE.
3. PROVIDE SLUFF JOINTS AT STAIRWAY EXPANSION JOINTS, 24' ('7®3 rml) IMA IIUMUM.
4.. MAXIMUM SPACING OF POSES SHALL BE °— " (2.>44 on) ONE STRAIGHT ALIGNMENTS, AND '- 0" (133 irm) ONE CURVED ALIGNMENTS TS WITH LESS THAN 30' (9.1 m) RADIUS. MAKE SPACING UNIFORM BETWEEN CHANGES IN ALIGNMENT.
MEN T..
S,. WELDS SHALL BE SLOT OR FILLET 'WELDS EQUAL TO THICKNESS OF PIPE. WELID ALL JOINTS ALL AROUND.
STANDARD D PLANS FOR PUBLIC WORKS CONSTRUCTION
1200
3Q5 m)
20°(1mm) 0
STD PIPE
TOP RAIL TYPE 1
Amm
12"
305 mm)
rm
TOP RAIL TYPE
F
1"°
(3Ci5 rrsm)
FRONTLOF
BRACKET SPACING 5"®0" (2,44 m)
OR AS SHOWN ON PLANS,
CUNT TOP BRACKET ABOVE
1"° (5 mm)
GRIP RAIL
STD PIPE
SECTION -D
(4O mm)
1°` (25 mm) 0
GRIP FAIL
STD PIPE
SECTION -E
1®1 2'°
(4 mm)
WALL 1°" (25 mm) 0
GRIP RAIL
STD PIPE
SECTION F-F
TOP STAIR NOSE, WALL -MOUNTED HANDRAIL
t
A'Rmo ----- --
LOADINGII C ASE *H-fT
PER STANDARD PLAN 617-2
1117"'M GUTTER ELEVATION OR
#4 (#13M) PER SHEET 2
lm�--
VIA MINAIMM91 �-2" (50 mm) CLEAR
VERTICAL EXPOSED
FACE —
RESLOPE DETAIL, CONSTRUCTION JOINT
SEE FO
SHEET 2
(150 mm Z ULLAK
160® HOOK, (50 mm)
BUT 90' HOOK FOR R=9"
H=10' TO 12' (230 mm)
(3000 TO 3600 mm) 1
3" (75 rim}® G
CLEAR OPTIONAL-'�
KEY
EY GAO
11MIN lunwMIM1150110
im
u9m.
SEE SPPWC 617 FOR STANDARD WALL DETAILS.
Exhibit 1
IFU PER STD PLAN 61
ww
C,
w�
� FOR N m " (1 00 mrn)
OR LESS
pp
FOR H MORE THAN
" (1800 rnmm
H=12" (360 m m)
NUMBER ABOVE BAR 6
DSTANCE, WCHE' (mom), FROM "SOP OF H:=10' (3000 mm )
FOOTING TO TOP OF BAIR E.m._._____. 7.
BARS ALONG EXPOSED IFA, IE
NOT SHOWN H=6' (1800
H=4° (1200 mr m) ��° 9ro
4,10)
1 �raiY� n
CASE n OR IIII ( ��u (� mamru (2 �mmm)
LOAD 1 N" 12 °" 1 4!6 1 4 6 1 -
CA E R (450 innm) ( 00 irnmrn� (13 rmirn)
LI TV �"�N
(1N� mm��� (1� m,�mm�
(1E� mrnirro�� ('�N�� mroirm
REINFORCED
LOAD CASE I
OR 11
H
4'
'
'E72
12_`
(1200 mm)
(1500)
(3600)
gip
Y
6� b1
41kB
0as
EE00)
a��xt(110)
(1470)
30)
(2540)
F
0'-10"
0®�10`°
—10"
�
1 `-0"
(250)
(250)
(250)
(250)
(300)
O
21-4"
3`— "
4'-6"
5`-10"
'-1 "
(710)
(1070)
(1420)
(1780)
(20 0)
O
8. 8"
8"
6"
12"
(200)
(200)
(200)
(200)
(300)
BATTER
NONE
NONE
NONE
NONE
100:1.5
G OARS
#4 @ 16"
#4 @ 12`"
#5 0 16"
#6 0 1451
#7 { 14 1 /2b°
(#13M 0 460)
(#13M1 0 300)
(#16MR 0 4 0)
(#19M 0 360)
(#22 370)
BARS
#5 0 16"
#6 0 14"
#7 0 14 1/2"
(#16M1 0 4 0)
(#19M9 0 360)
(#22M 0 370)
BARS
#4 0 1 "
#5 0 12"
#8 0 16"
#9 0 14`1
#10 0 14 1/2"
(#13M1 0 460)
(#16M 0 300)
(#25M @ 460)
(#29M 0 360)
(#32M @ 370)
TOE SOIL
1110 pf
150
2040
2500
3050
PRESSURE
(55 kPca
(75)
(100)
(120)
(145)
LOAD CASE IV"
H
6'
10`
12'
(
(1600)
(2400)
(30Cb0)
(3600)
w
E8"
5`-- "
7'-11"
10'-3"
12'--8"
(1730)
(2410)
(3120)
(3660)
F
—
Oa-10"
01-11"
1'-0"
1`-2"
(250)
(20)
(275)
(300)
(350)
2'-4"
4'-4"
6'-7"
6`-10"
111-1"
(710)
(130)
(2010)
(290)
(3360)
O
8"
8"
S'
— — - 8"
12"
200)
(200)
(200)
(200)
(300)
PATTER
NONE
NONE
NONE
100:1
100:2
BAARS
#4 0 15"
#4 0 12"
4 10 1/2-
#6 12 1/2-
#7 13"
(#13 40)
(#13M1 305)
#13 265)
(#19 M @ 31)
(#22 330)
BARS
4 10 1/2-
#6 0 12 1/2"
#7 0 13"
—
#13M1 0 265)
(#1M9 @ 315)
(.#22Mf1 @ 330)
BARS
#4 0 1 "
#4 0 12-
10 1/2"
616M
7 12 1/2-
# 13aa
(#13 @ 4 0)
(#13M 305)
@ 265)
#22M @ 315)
(#2 M @ 330)
TOE SOIL
1460 psf
2220
3120
4120
5170
PRESSURE
(70 kPa)
(105)
(150)
(195)
(250)
. v�---=------------====------===---------------------------------------------
DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)
CONTRACTOR REGISTRATION NUMBER FORM
Exhibit 1 1062
Department of Industrial Relations (DIR)
Contractor Registration Number
Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website: httr):// www.dir.ca.gov/Public-Works/PublicWorks.html .
Per this requirement, provide the following information:
Contractor Name
Contractor Department of Industrial Relations Registration Number:
Expiration Date of Registration Number
*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID)
Exhibit 1 1063
APPENDIX "C"
TRASH COLLECTION SCHEDULE
Exhibit 1 1064
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PUBLIC IMPROVEMENT PROJECT SIGNS
Exhibit 1 1066
PROJECT SIGN
BOLTED TO FRAME
/
/
/
/
r
X
Q / /
O /
N
4'X4'X3/4" /
/
/
/
1/4" CLEAR
PLASTIC COVER ✓ /
ON SIGN FACE
/
/
1/2" BY 8" CARRIAGE
BOLTS (TYP. 6 REQ'D)
SEE PROJECT
SIGN DETAIL FOR
TEXT CONTENT
11 ' X 4" X 4"
8'X2"X6"
4' X 2" X 6" BRACE -
WITH 1/2" X 4" BOLT
�p . 2" X 6" BOARD
BACK OF POST
/
/
/
O
/
I
2" X 6" BOARD
BACK OF POST
1/2" X 8"
BOLT
2" X 4"
4' X 2" X 6" BRACE
WITH 1/2" X 4" BOLT
USE 4" NAILS TO
ATTACH BASE, LEGS
AND BRACES
PUBLIC IMPROVEMENT SIGN
MOUNTING FRAME
NO SCALE
Exhibit 1 1067
1"
7 j8»
12" 0 SEAL
NAME OF THE PROJECT ::�2 k
y. '
Is Being Constructed b'
')) '�2 )/2"ITY OF
BELL GARDENS 4
FRANCIS D. SANCHEZ, MAYOR
JORGEL CHAVEZ, p MAYOR PRO TEM
MARCO BARCENA, L==COUNCILMEMBER
GABRIELA GOMEZ COUNCILMEMBER
MARIA PULIDO, COUNCILMEMBER
ALIGN. TYP.
CONTRACTOR
17 8"
[NAME] [BUSINESS NAME] [BUSINESS PHONE] [EMERGENCY PHONE] 4'-0" SQ. BOARD
SIGN LETTERING DETAIL
NO SCALE
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CITY OF BELL GARDENS
OFFICE OF THE CITY MANAGER
AGENDAREPORT
Item 19.
TO: Honorable Mayor and City Council Members
FROM: Michael B. O'Kelly, City Manager
BY: Bernardo I niguez, Director of Public Works/Facilities Douglas Benash, P.E., City Engineer
SUBJECT: AWARD OF CONSTRUCTION CONTRACT FORTHE SLURRY SEAL IMPROVEMENTS - ZONE 4 (CIP NO. 3921)
DATE: November 13, 2023
RECOMMENDATION:
It is staff's recommendation that the City Council:
1. Award a Construction Contract to Roy Allan Slurry Seal Inc. in the amount of $167,639.30 for the Slurry Se; Improvements - Zone 4; C I P No. 3921;
2. Authorize staff to execute the agreement and approve change orders that may be necessary during construction t cover any unforeseen condition in an amount not to exceed 10% of the construction contract; and
3. Appropriate an additional $27,000 in Measure M funds to complete this project.
BACKGROUND/DISCUSSION:
On September 11, 2023, the City Council approved the plans and specifications and authorized staff to solicit bids forth Slurry Seal Improvement - Zone 4 (the "Project"). The Project scope of work consists of furnishing all material:
equipment, tools, labor, and incidentals, as required by the Plans, Specifications, and Contract documents to slurry se; streets within Zone 4.
The street segments within the scope of the Project are as follows:
Base Bid
Zone 4
1. Perry Road from Florence Place to Florence Avenue
2. Priory Street from Jaboneria Road to Ira Avenue
3. Darwell Avenue from Lubec Street to Loveland Street
4. Live Oak Street from Lubec Street to I ra Avenue
5. Ira Avenue from Lubec Street to Gage Avenue
Zone 5A
1. Hannon Street from Chalet Drive to Scout Avenue
Additive Bid No. 1
Zone 5A
1. Fry Street from Emil Avenue to Perry Road
1077
Additive Bid No. 2
Zone 5A
1. Kress Avenue from Foster Bridge Boulevard to Hannon Street The Project was advertised for bids on September 14, 2023, and bids were publicly opened on October 2, 2023. Th City received a total of four (4) bid proposals for the Project, as illustrated below:
Bidders
Base Bid Amount
Additive Bid #1
Additive Bid #2
Roy Allan Slurry Seal, Inc.
$167,639.30
$22,552.20
$10,166.50
American Asphalt South, Inc.
$184,076.75
$23,935.00
$11,181.25
Pavement Coatings Co.
$202,811.00
$32,050.00
$20,400.00
All American Asphalt
$227,477.50
$45,100.00
$38,600.00
Staff conducted an analysis of the apparent lowest bidder, Roy Allan Slurry Seal, Inc. ("Roy Allan"). This analysi included a review of their bid schedule, bid bond, license, references, and all required documentation. Roy Allan's licens is current and active, and reference checks revealed that the contractor's previous projects were completed satisfactoril, with no contractor -initiated change orders. The Contractor's DIR Registration was also reviewed and deeme satisfactory. It has been determined that Roy Allan is the lowest responsive and responsible bidder. Therefore, sta recommends award of a Construction Contract to Roy Allan for the base bid amount of $167,639.30. Roy Allan will hav thirty (30) working days to complete the Project after the issuance of the Notice to Proceed.
ENVIRONMENTAL ANALYSIS:
Pursuant to the California Environmental Quality Act (CEQA) (Public Resources Code §§ 21000, et seq.) and CEQ, Guidelines (California Code of Regulations, Title 14, §§ 15000, et seq.), the City conducted an environment; assessment. Based on the environmental assessment, the Project was determined to be categorically exempt pursuar to CEQA Guidelines § 15303 (Class 1 — Existing Facilities). A Notice of Exemption for the Project was prepared an filed with the L.A. County Registrar -Recorder's Office.
CONCLUSION:
If the Construction Contract is awarded, staff will process the contract for signatures and coordinate a pre -construction meeting.
FISCAL IMPACT:
A total of $19,388 in Measure M funds has been expended on the Project in previous fiscal years. The City's FY 23-2 Cl P budget includes $180,612 in Measure M funds for the Project. An additional appropriation of $27,000 in Measure I funds is necessary to cover the total estimated Project cost.
The estimated total project expenditures are as follows:
Design (9%) $16,636
Geotechnical Work N/A
Survey Work N/A
Project Management (4%) $7,394
Construction Management & Inspection (7.5%) $13,863
Funding Administration (1.5%) $2,773
1078
E*7 9' t&t)
Contingency (10%)
Publication & Misc. Costs (actual cost)
TOTAL ESTIMATED PROJECT COST
ATTACHMENTS:
Exhibit 1 - Construction Contract
APPROVED ELECTRONICALLY BY:
&)A7,639.30
$16,639
$1,236
$226,618
Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney and/or Susie Altamirano, Assistant City Attorney Manuel Carrillo, Director of Finance and Administrative Services 1079
CITY OF BELL GARDENS
CONSTRUCTION CONTRACT AGREEMENT
FOR
SLURRY SEAL IMPROVEMENTS — ZONE 4
CIP NO. 3921
IN THE CITY OF BELL GARDENS
THIS CONSTRUCTION CONTRACT (hereinafter, "Contract") is made and entered into this day of 1 2023 (hereinafter, the "Effective Date") by and between the CITY OF BELL GARDENS, a municipal corporation (hereinafter, "CITY") and ROY ALLAN SLURRY SEAL, INC. (hereinafter, "CONTRACTOR"). For the purposes of this Agreement, CITY and CONTRACTOR may be referred to collectively by the capitalized term "Parties." The capitalized term "Party" may refer to CITY or CONTRACTOR interchangeably as appropriate.
RECITALS
WHEREAS, CITY requires public works construction services for slurry seal improvements — Zone 4, C.I.P. No. 3921 (hereinafter, the "Project"); and WHEREAS, CITY issued notice inviting competitive bids for the Project on September 14, 2023; and
WHEREAS, following the opening of bids on October 2, 2023, CONTRACTOR was determined to be the lowest responsive and responsible bidder for the Project.
NOW, THEREFORE, for and in consideration of the mutual covenants and conditions herein contained, CITY and CONTRACTOR agree as follows:
ARTICLE I (CONTRACT DOCUMENTS)
The contract documents for the aforesaid project shall consist of the Notice Inviting Sealed Bids, Bidder Information, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, and appendices; together with this Contract and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements (hereinafter "Contract Documents") clarifying, or extending the work contemplated as may be required to ensure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein.
Exhibit 1 1080
ARTICLE II (WORK TO BE PERFORMED
CONTRACTOR agrees to furnish all tools, equipment, apparatus, facilities, labor, transportation, and material necessary to perform and complete in a good and workmanlike manner the Project, as called for, and in the manner designated in, and in strict conformity with, the Contract Documents. It is understood and agreed that the tools, equipment, apparatus, facilities, labor, transportation, and material shall be furnished and the work performed and completed as required in the Drawings and Specifications under the sole direction and control of the CONTRACTOR, and subject to inspection and approval of the CITY, or its representatives.
ARTICLE III (CONTRACT PRICE)
CITY agrees to pay and the CONTRACTOR agrees to accept, in full payment for the work above agreed to be done, the sum of ONE HUNDRED SIXTY SEVEN THOUSAND SIX HUNDRED THIRTY NINE DOLLARS AND THIRTY CENTS ($167,639.30) for the Project (hereinafter, the "Bid Price"). CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance, including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.
As authorized by the City Council at its Regular Meeting of November 13, 2023, and subject to any applicable restrictions set forth under the Bell Gardens Municipal Code as the same may be amended from time to time or applicable State law, CITY, in its sole and absolute discretion, may authorize expenditures in excess of the Bid Price without further City Council approval provided such additional expenditures do not cumulatively exceed an amount equal to ten percent (10%) of the Bid Price. Any such additional expenditures must be approved by the City Manager in writing before they may be incurred.
ARTICLE IV (NOTICE AND SERVICE THEREOF)
Any notice from one party to the other under the 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 whatsoever unless served in the following manner, namely:
(a) If the notice is given to the CITY, by personal delivery thereof, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the CITY at:
Exhibit 1 1081
City of Bell Gardens
Public Works Department
Attn: Director of Public Works/Facilities
Bell Gardens City Hall
7100 Garfield Avenue
Bell Gardens, CA 90201
(b) If the notice is given to the CONTRACTOR, by personal delivery thereof to said CONTRACTOR or to its duly authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the CONTRACTOR at:
Roy Allan Slurry Seal, Inc.
12643 Emmens Way
Santa Fe Springs, CA 90670
Attn: Lawrence Allan, President
Phone: 562-864-3363
(c) If the notice is given to the surety or any other person, by personal delivery to such surety or other person, or by depositing the same in the United States mail, enclosed in a sealed envelope, addressed to such surety or other person, as the case may be, at the address of such surety or person last communicated by it to the party giving the notice, postage prepaid and certified.
ARTICLE V (INSURANCE)
CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for worker's compensations, or to undertake self- insurance in accordance with the provisions of that code and certified compliance with such provisions.
CONTRACTOR agrees to indemnify, defend and hold harmless CITY and all if its officers and agents from any claims, demand or causes of action, including related expenses, attorney's fees, and costs, based on, arising out of, or in any way related to the work undertaken by CONTRACTOR hereunder. The liability insurance coverage values shall be:
Insurance Coverage Requirements
Comprehensive General Liability
Product/Completed Operations Hazard
Comprehensive Automobile Liability
Contractual General Liability
Worker's Compensation
Limit Requirements
$1,000,000
$1,000,000
$1,000,000
$1,000,000
Statute
Exhibit 1 1082
A combined single -limit policy with aggregated limits in the amount of $2,000,000 will be considered equivalent to the required minimum limits.
The issuer shall be an "admitted surety insurer" duly authorized to transact business under the laws of the State of California.
Acceptable insurance coverage shall be placed with the carriers admitted to write insurance in California or carriers with a rating of or equivalent to A:VIII by A.M. Best & Co. Any deviation from this rule shall require specific approval, in writing, from the CITY.
Insurance shall name the CITY and CITY's elected and appointed officials, officers, employees, agents and volunteers as additional. A copy of the endorsement, showing policy limits, shall be provided to the CITY on or before signing this contract.
ARTICLE VI (EXECUTION)
CONTRACTOR affirms that the signatures, titles and seals set forth hereinafter in execution of this Contract Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having principal interest herein.
ARTICLE VII (COMPLETION DATE)
The total contact time for completion of this project is thirty (30) working days from the effective date of notice to proceed to be issued by the CITY.
The liquidated damage for this project is two hundred fifty dollars ($250) per calendar day for each calendar day the project is not completed to the satisfaction of the CITY within the contract time including any extension of time granted by the CITY.
ARTICLE VIII (RECORDS & AUDITS)
The CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to the contract and such other records as may be deemed necessary by the CITY to assure proper accounting for all project funds. These records will be made available for audit purposes to the CITY or any authorized representative and will be retained for 5 years after the expiration of this contract unless permission to destroy them is granted by the CITY.
ARTICLE IX (PREVAILING WAGES)
(a) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1773.8, which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.
Exhibit 1 1083
(b) By the execution of this Contract, CONTRACTOR hereby certifies that it is registered with the California Department of Industrial Relations as required pursuant to Labor Code section 1725.5 (contractor registration).
(c) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The CONTRACTOR shall, as a penalty to the CITY, forfeit no more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by CONTRACTOR or by a subcontractor. (d) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1776 which requires CONTRACTOR and each subcontractor to (i) keep accurate payroll records, (ii) certify and make such payroll records available for inspection as provided by Section 1776, and (iii) inform the CITY of the location of the records. The CONTRACTOR is responsible for compliance with Section 1776 by itself and all of its subcontractors.
(e) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that the CONTRACTOR is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.
(f) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours without approval of the CITY. The CONTRACTOR shall, as a penalty to the CITY, forfeit twenty- five dollar ($25) for each worker employed in the execution of the contract by the CONTRACTOR or by any subcontractor for each calendar day or portion thereof during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code. The CONTRACTOR may, with the approval of the Director of Public Works/Facilities, or their designee, use his employees to carry out work on the project beyond the normal eight (8) hour workday and on Saturdays, Sundays and Holidays provided the employees are paid at the following hourly rates:
• Week days (Monday through Fridays) after eight (8) hours daily and not to exceed twelve (12) hours daily total per day and not exceeding forty- eight (48) hours work in a seven (7) day period week at one and one- half (1.5) times the prevailing hourly wage for the initial eight (8) hours of regular work time for the time worked after the initial eight (8) hours regular time.
• Saturdays, Sundays and Holidays for time worked after forty (40) hours of regular work time in a seven (7) day period week at the rate of two Exhibit 1 1084
(2.0) times the prevailing hourly wage for the initial eight (8) hours of regular weekday work time and not to exceed a total of forty-eight (48) hours of work within the seven (7) day work week period. (g) California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to under self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract."
ARTICLE X (PROMPT PAYMENT)
Prompt Progress Payment to Subcontractors
Attention is directed to Section 7108.5 of the California Business and Professions Code, which requires a prime contractor or subcontractor to pay any subcontractor not later than 10 days of receipt by the Contractor of each progress payment, unless otherwise agreed to in writing.
(SIGNATURES ON NEXT PAGE)
Exhibit 1 1085
IN WITNESS THEREOF the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this Construction Contract to be executed in triplicate by setting hereunto their names, titles, hands, and seals this day of , 20
Contractor:
(Signature)
Name and Title (Printed)
CONTRACTOR'S License No.
CONTRACTOR Business License No.
Federal Tax Identification No.
Subscribed and sworn to this day of
NOTARY PUBLIC
CITY -
Attested -
Date
Approved as
to form:
Date
City Manager
City Clerk
City Attorney
License Class
, 20
Exhibit 1 1086
FAITHFUL PERFORMANCE BOND
FOR
SLURRY SEAL IMPROVEMENTS — ZONE 4
CIP NO. 3921
The CITY OF BELL GARDENS, hereinafter "City," entered into a Contract dated , 20 with
work described as follows:
hereinafter Contractor," for the
Slurry Seal Improvements — Zone 4 — CIP No. 3921
WHEREAS, said Contractor is required under terms of said Contract to furnish a bond for the faithful performance of said Contract; and
WHEREAS, the Contract is by reference made a part hereof.
NOW, THEREFORE, we,
Contractor, as Principal, and
, the undersigned
[corporate surety] , a
corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the City in the penal sum of , lawful money of the United States, said sum being not less than one hundred percent (100%) of the total Contract amount, for the payment of which sum be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT, if the above -bounded Contractor, its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and perform the covenants, conditions, and agreements in said Contract and any alterations thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the City, its officers and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall be and remain in full force and virtue.
As a condition precedent to the satisfactory completion of said Contract, the above obligation in said amount shall hold good for a period of one (1) year after the completion and acceptance of said work, during which time if the above -bounded Contractor, its heirs, executors, administrators, successors or assigns shall fail to make full, complete, and satisfactory repair and replacements or totally protect the City from loss or damage made evident during said period of one (1) year from the date of acceptance of said work, Exhibit 1 1087
and resulting from or caused by defective materials or faulty workmanship in the prosecution of the work done, the above obligation in said sum shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of the Contractor remains.
And the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the work to be performed thereunder or the specifications accompanying the same shall, in any way, affect its obligations on this bond and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil Code of the State of California.
In the event suit is brought upon this bond by the City and judgment is recovered, the Surety shall pay all costs incurred by the City in such suit, including reasonable attorneys' fees to be fixed by the Court.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20
(Seal)
(Seal)
In
(Contractor as Principal)
NOTE: If Contractor is a Partnership, all parties must execute the Bond.
IMPORTANT: Surety companies executing Bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in California.
Exhibit 1 1088
LABOR AND MATERIALS BOND
FOR
SLURRY SEAL IMPROVEMENTS — ZONE 4
CIP NO. 3921
The CITY OF BELL GARDENS, hereinafter "City," has awarded to ,hereinafter "Contractor," a Contract for the work described as follows:
Slurry Seal Improvements — Zone 4 — CIP No. 3921
WHEREAS, the Contractor is required by the Contract and by the provisions of Third Division, Part 4, Title 15, Chapter 7 of the Civil Code to furnish a bond in connection with the Contract, as hereinafter set forth.
NOW, THEREFORE, we,
, the undersigned
Contractor, as Principal, and a corporation
organized and existing under the laws of the State of duly authorized to transact business under the laws of the State of California, as Surety, are held and firmly bound unto the
in the sum of
), said
sum being not less than one hundred (100%) percent of the total Contract amount payable by the City, under the terms of the Contract, for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT, if the Contractor, its heirs, executors, administrators, successors, and assigns or subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams, implements or machinery used in, upon, for or about the performance of the work contracted to be done, or shall fail to pay for any work or labor thereon of any kind, or shall fail to pay any persons named in Civil Code section 9100, or shall fail to pay for amounts due under the Unemployment Insurance Code with respect to such work or labor thereon of any kind, or shall fail to pay for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the Contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work or labor, and provided that the claimant shall have complied with the provisions of that code, the Surety or Sureties hereon will pay for the same in an amount not exceeding the sum specified in the Contract; otherwise, the above obligation shall be Exhibit 1 1089
void. In case suit is brought upon this bond, the Surety will pay reasonable attorneys' fees to the prevailing party to be fixed by the court.
This bond shall insure to the benefit of any and all persons, companies and corporations entitled to file claims under Section 9100 of the Civil Code, so as to give a right of action to them or to their assigns in any suit brought upon this bond.
It is further stipulated that the Surety of this bond shall not be exonerated or released from the obligation of the bond by any change, extension of time for performance, addition, alteration, or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement described above or pertaining or relating to the furnishing of labor, materials, or equipment therefor, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement described above, nor by any rescission or attempted rescission of the Contract, agreement, or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond, and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the City and original contractor or on the party of the obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Sections 8400 and 8402 of the California Civil Code and has not been paid the full amount of its claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration, or modification.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this day of , 20
(Contractor as Principal)
(Seal)
(Seal) By
NOTE: If Contractor is a Partnership, all partners should execute Bond.
IMPORTANT: Surety companies executing Bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in California.
Exhibit 1 1090
PROPOSAL
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO.3921
IN THE CITY OF BELL GARDENS
TO THE CITY OF BELL GARDENS, as AGENCY
In accordance --with AGENCY'S Notice-=lnviting-Sealect Bid, the undersigned -13-I013€R hereby proposes to furnish all materials, equipment, tools, labor and incidentals required for the above -stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instruction to Bidders and all other contract documents. if this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump -sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE
OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump -sum prices bid include all appurtenant expenses, taxes; royalties, and fees, in the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates by the dates stablished by the agency after the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void.
C-1
Exhibit 1 1091
BID SCHEDULE
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
The undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:
Construct improvements as reiterated above, located in the City of BELL GARDENS, California, in accordance with the specifications for the unit price set forth in the following items:
BASE BID SCHEDULE FOR STREETS LISTED ON APPENDIX "A" SHEET C-4 Item
No.
Description
Estimated
Quantity
Unit
Unit
Price $
Extended
Amount $
1 Traffic Control
1 LS
$9,428.00
$9,428.00
2 Place Slurry Seal Type If with 3% Latex
227
ELT
$381.70
$86,645.90
3 Install Crack Seal and Spray Weed Killer
1 LS
$34,416.00
$34,416.00
4 Cold Mill Existing AC Pavement (2" Deep)
1,870
SF
$3.67
$6 862.90
5 Construct 2" Thick Asphalt Concrete Overlay C2-PG 64-10 21 TON
$610.50
$12,820.50
6 Traffic Striping, Markings and Curb Painting
1 LS
$15,466.00
$15,466.00
7 Install Public Improvement Project Signs
2 EA
$1,000.00
$2,000.00
TOTAL AMOUNT BASE BID IN FIGURES:
TOTAL AMOUNT IN WORDS BASE BID:
$167,639.30
One hundred sixty seven
thousand, six hundred thirty nine dollars and thirty cents.
C-2
Exhibit 1 1092
Roy Allan Slurry Seal, Inc.
Company Name
Bidder's Signature
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
If the City determines to award a contract for this Base Bid, the City's determination will be based on the best interest of the City.
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (S) working days for mobilization and twenty-five (26) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY.
C-3
Exhibit 1 1093
BID SCHEDULE
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO.3921
IN THE CITY OF BELL GARDENS
The undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:
Construct improvements as reiterated above, located in the City of BELL GARDENS, California, in accordance with the specifications for the unit price set forth in the following items:
ADDITIVE BID SCHEDULE "A" FOR STREETS LISTED ON APPENDIX "A" SHEET C-4
Item
No.
Description
Estimated
Quantity
Unit
Unit
Price $
Extended
Amount $
1A
Traffic Control
1 LS
$1,500.00
$1,500.00
2A
Place Slurry Seal Type II with 3% Latex
36 ELT
$381.70
1 $13,741.20
3A
Install Crack Seal and Spray Weed Killer
1 LS
$5,458.00
$5,458.00
6A
Traffic Striping, Markings and Curb Painting
1 LS
$853.00
$853.00
7A
Install Public Improvement Project Signs
1 EA
$1,000.00
$1,000.00
TOTAL AMOUNT BASE BID IN FIGURES:
$ 22,552.20
TOTAL AMOUNT IN WORDS BASE BID: Twenty two thousan, five hundred fifty two dollars and twenty Cents.
Ray Allan Slurry Seal, Inc.
Company Name
C-4
Gw\___
Bidder's Signature
Exhibit 1 1094
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
If the City determines to award a contract for this Base Bid, the City's determination will be based on the best interest of the City.
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY.
C-5
Exhibit 1 1095
BID SCHEDULE
�Ko
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
The undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:
Construct improvements as reiterated above, located in the City of BELL GARDENS, California, in accordance with the specifications for the unit price set forth in the following items:
ADDITIVE BID SCHEDULE "B" FOR STREETS LISTED ON APPENDIX "A" SHEET C-4
Item
No.
Description
Estimated
Quantity
Unit
Unit
Price $
Extended
Amount $
1 B
Traffic Control
I
LS
$600.00
$600.00
2B
I Place Slurry Seal Type 11 with 3% Latex
15 ELT
$381.70
$5,725.50
3B
Install Crack Seal and Spray Weed Killer
1 LS
J2,274.00
$2,274.00
6B
Traffic Striping, Markings and Curb Painting
I
LS
$567-00
$567.00
7B
Install Public Improvement Project Signs
1 EA
$1,000.0C
$1,000.00
TOTAL AMOUNT BASE BID IN FIGURES:
$10,166.50
TOTAL AMOUNT IN WORDS BASE BID: Ten thousand, one hundred sixty six dollars and fifty cents
Roy Allan Slurry Seal, Inc.
Company Name
C-6
cqrjv�� -----------
Bidder's Signature
Exhibit 1 1096
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
If the City determines to award a contract for this Base Bid, the City's determination will be based on the best Interest of the City.
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date In the Notice -to -Proceed with the Work to be issued by the CITY.
C-7
Exhibit 1 1097
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work that are in excess of one-half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
Name:
Chrisp Company
Address:
43650 Osgood Rd.
Telephone No..
Frap-mont Cq- M.S.'12
510-656-2840
State License No.:
3Z46()O
Portion of Work:
StEU nri P_ UnrLdnas
Name:
On Paving Company. Inc.
Address:
2890 E. La Cresta Ave.,
Anaheim. Ca. 92806
Telephone No.:
714-632-6699
State License No.:
Portion of Work:
AC RegairS
Name:
Address:
Telephone No.:
State License No.:
Portion of Work:
Name:
Address:
Telephone No.:
State License No.:
Portion of Work:
Name:
Address:
Telephone No.:
State License No.:
Portion of Work:
Name:
Address:
Telephone No.:
State License No.:
Portion of Work:
Prior to award of contract, Contractor shall submit a list of suppliers and vendors, in writing, to the City Engineer.
C-8
Exhibit 1 1098
REFERENCES
The following are the names, addresses, and telephone numbers for three public agencies, being cites, or counties for which BIDDER had performed similar STREET IMPROVEMENT WORK IN THE PUBLIC RIGHT OF WAY within the past 2 years.
Special districts, ie, school, water or taxing districts are not acceptable references:
-SEE ATTACHED
Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
2. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
3. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds:
Coats Su
Services, 949-457-1060
23046 Avenida de la Carlota, Suite 600,
Laguna Hills, Ca. 92653
C.B.I.0 949-341-9115 111 Pacifica, Suite 350
Iryinp ra 9281A
Patriot Risk & Insurance Services, 949-486-7900 2415 Campus Dr., Suite 200, Irvine, Ca. 92612 C-9
Exhibit 1 1099
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any AGENCY, State or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.
AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud. c-10
Exhibit 1 1100
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Bidder's Name Roy Allan Slurry Seal, Inc.
Business Address 12643 Ernmens Way, Santa Fe Springs, Ca. 90670 Telephone 562-864-3363
State Contractors License No. and Class 372798 A
Original Date Issued 4/25/79 Expiration Date 4/30/25
The following are the names, titles, addresses, and telephone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal (use additional 8 Yz" x 11" sheets if needed):
Lawrence Allan - P
Vice Presid-e-n-F.-K-E'�
12 The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venturer of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venturer are as follows:
None
All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
None
C-1 i
Exhibit 1 1101
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seal of all forenamed principals this day of Ate, 20Z3_.
BIDDER Ray Allan Slurry Seal, Inc.
The undersigned declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct.
Jignature of Contractor's Representative
Lawrence Allan
Printed Name
President
Title
Subscribed-41 d-sw xal,og this day of
NOTARY PUBLIC
C-12
20 Exhibit 1 1102
notary public or other officer completing this
�rtiitcate verifies only the identity of the individual io .signed the document to which this certificate
attached, and not the truthfulness, accuracy,'or
lidity of that document.
State of California
County of Oranqe
Subscribed a qd� _swJorn to (or affirmed) before me on this 91 day of ��, 20 2a, by Lawrence Allan
proved to me on the basis of satisfactory evidence to be the T person(s) who appeared before me.
797— ANN•AWRI—E Al—LAN��
Notary Public • California
Orange County
Commission # 2453311
my Comm. Expires Jul 15, 2027
PME
(Seal) Signature
Exhibit 1 1103
Fa • ThOTOR.:1tM+U k
NWO
KNOW ALL PERSONS BY THESE PRESENTS that Roy Allan SiurrySeal, Inc. „
as BIDDER, and Contractors Bonding and Insurance Company , a corporation organized and existing under the laws of the State of Illinois and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Bell Gardens, as AGENCY, in the penal sum of Ten percent of the total amount of the bid Dollars
($ 10% }, which its ten (10) percent of the total amount bid by BIDDER to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally„ firmly by these presents, THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to 'submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and voided, otherwise it shall remain in full force and effect in favor of the AGENCY.
IN WITNESS WHEREOF the parties hereto have set their names„ titles, hands, and seals this 25th day of September , 2023 ,
BIDDER* Roy Allan Slurry Seal, Inc. -12643 Emmens way, Suite A, Santa Fe Springs, CA 90679 - (562)864-3363 SURETY* Contractors Bonding and Insurance Company - 9025 N. Lindbergh Dr,, Peoria, IL 61615 - (949)341-9119 yp ertas, Attorney -in -Fact
Subscribed 2 sworn to this day of--
C-1 S
Exhibit 1 1104
notary public or other officer completing this
irtificate verifies only the identity of the individual io .signed the document to which this certificate
attached, and not the truthfulness, accuracy,'or
tidity of that document.
State of California
County of Orange
Subscribed and sworn to (or affirmed) before me on this day ofo�o2.iC' , 2013, by Lawrence Altars
proved to me on the basis of satisfactory evidence to be the t person(s) who appeared before nee.
ANN-MARIE ALLAN
Notary Public - California
Orange County
Commission 4 2453311
*m2027
y Comm. Expires Jul 15,
(S i nature Ott- a L
Exhibit 1 1105
Provide BIDDER/ADMITTED SURETY name, address, title and telephone number and the name, title, address, and telephone number of authorized representative.
C-14
Exhibit 1 1106
CALIFORNIA ALL -,PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer cornpleting this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Orange
On e_ before me,
Date
personally appeared
Adelaide C. Hunter, Notary Public
Here Insert Name and Title of the Officer
Ryan Butterfas
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
ADELAIDE C. HUNT ER
Notary Pubk - Cadforma
orange cotnty
COMMiSOOn , 2343124 Signature
my Comm. Exp�i Signature of Notary Public
Place Notary Seat Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: . . . .... _... Document Date, Number of Pages: — Signer(s) Other Than Named Above:
Capacity(iies) Claimed by Signer(s)
Signer's Name:
� I Corporate Officer — Title(s):
[I Partner — [_' Limited E] General
El Individual [_1 Attorney in Fact
Eli Trustee E] Guardian or Conservator
El Other:
Signer Is Representing:
Signer's Name:
i 1 Corporate Officer — Title(s):
11 Partner — 7 ' 711 Limited FGeneral
F_ Individual J Attorney in Fact
i=u Trustee iGuardian or Conservator
0 Other:
Signer Is Representing:
@2014 National Notary Association - www.NationalNotary.org - 1- 800- US NOTARY (1 - 800-876-6827) Item#5907 Exhibit 1 1107
POWER OF ATTORNEY
RLI Insurance Company
Contractors Bonding and Insurance Company
9025 N. Lindbergh Dr. Peoria, IL 61615
Phone: 800-645-2402
Know AHMen by These Presents:
That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed, but may be detached by the approving officer if desired.
That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together, the "Company") do hereby make, constitute and appoint:
Linda D. Coats, Matthew J. Coats, Summer Rego, Ryan Butterfas, jointly or severally in the City of Lamina. Niguel , State of California its true and lawful Agent(s) and Attorneys) in Fact, with full power and authority hereby conferred, to sign; execute, acknowledge and deliver for and on its behalf as Surety, in general, any and all bonds and undertakings in an amount not to exceed Twenty Five Million Dollars ( $25,000,000.00 ) for any single obligation.
The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company.
RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of a Resolution adopted by the Boardof Directors of each such corporation, and is now in force, to -wit:
"All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds, policies or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS. WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have caused these presents to be executed by its respective Vice President with its corporate seal affixed this 18 h day of November 2021 .
Nxii
RLI Insurance Company
p��)N4
Contractors Bonding and Insurance Company
Y.av 4
B ,
SEAL : _ {BEAy
Y f Barton W. Davis Vice President
State of lllmots. _. � � 4kar,in�u+u•+ �
County of Peoria
On this 18th day of November 2021 before me, a Notary
Public, personally appeared Barton W. Davis who being by me duly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of the RLI Insurance Company and/or Contractors Bonding and Insurance Company and acknowledged said instrument to be . the voluntary act and deed of said corporation.
By, '
Catherine D. Glover Notary Public
VER
CATHERM D. GLO EVOFFKXALS
ai
>tMy E qF
Exhibit 1 847541 11JZ5
CERTIFICATE
1, the undersigned officer of RLI Insurance Company and/or Contractors Bonding and Insurance Company, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable; and furthermore, that the Resolution of the Company as set forth in the Power of Attorney, is now in force. In testimony whereof; I have hereunto set my hand and the seal of the RLI Insurance Company and/or Contractors Bonding and Insurance Company this 25th day of September . 2023 .
RLI Insurance Company
Contractors Bonding and Insurance Company
By: 44n�tl L
Jeffrey DUiclP U v Corporate Secretary
A0058D19
(21) For all public agency projects in excess of $15,000.00 that you are currently working on or have worked on in the past two years, provide the following information:
Project 1 Name/Number Placing Slurry Seal
Project Description Slurry Seal & Striping
Approximate Construction Dates From: 5/10/21 To: 7/1 1 /21 Agency Name: Cily of Bellflower
Contact Person: Frank Preciado Telephone: 562-804-1424
Address: 16600 Civic Center Dr., Bellflower, Ca. 90706
Original Contract Amount: $ 545 747.00 Final Contract Amount: $ 555,357.00 If final amount is different from original amount, please explain (change orders, extra work, etc.).
Added Streets
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes NM
Did the Agency file any claims against you? Circle one: Yes N® If you answered yes to either of the above two questions, please explain and indicate outcome of claims.
L
Project 2 Name/Number 2021 Slurry Seal
Project Description Crack Seal, Slurry Seal, and Striping Approximate Construction Date From: _ 6/14/21 To: 7/30/21 Agency Name: City of La Mesa
Contact Person: Cesar Romero Telephone: _619-667-1143
Address. 8130 Allison Dr., La Mesa, Ca. 91942
Original Contract Amount: $ 409,148.00 Final Contract Amount: $ 441,552.00 If final amount is different from original amount, please explain (change orders, extra work, etc.).
Added Striping
Exhibit 1 1109
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes (0
Did the Agency file any claims against you? Circle one: Yes a If you answered yes to either of the above two questions, please explain and indicate outcome of claims.
Project 3 Name/Number Slurry Seal Project 2021
Project Description Crack Seal, Slurry Seal, and Striping Approximate Construction Dates
Agency Name: Cily of Oceanside
From: 9/20/21
TO: GIfffent HAVL1
I
Contact Person: Bill Janda Telephone: 760-650-6477
Address: 300 N. Coast HM, Oceanside, Ca. 92054
Original Contract Amount: $ 799,190.00 Final Contract Amount: $ 101i If final amount is different from original amount please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes M
Did the Agency file any claims against you? Circle one: Yes If you answered yes to either of the above two questions, please explain and indicate outcome of claims.
Project 4 Name/NumberPavement Resurfacing
Lewis Road
Project Description, Crack Seal, Slurry Seal, and Striping Approximate Construction Dates
From: 8/9/21 To 9/3/21
Exhibit 1 1110
Agency Name: County Of Ventura
Contact Person: Terry Hanser Telephone: 805-504-5434
Address: 800 S. Victoria Ave., Ventura, Ca. 93009
Original Contract Amount: $ 557,493.00 Final Contract Amount: $ 559,167.00 If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes
Did the Agency file any claims against you? Circle one: Yes If you answered yes to either of the above two questions, please explain and indicate outcome of claims.
Project 5 Name/Number Annual Slurry Seal
Project Description Crack Seal & Slurry Seal
Approximate Construction Dates From: 9/6/21 To: Current Agency Name: City of Mission Viejo
Contact Person: Rich Schlesinger Telephone: 949-470-3079 Address: 200 Clvi Center, Mission Viejo, Ca. 92691
Original Contract Amount: $ 895,577.00 Final Contract Amount: $�� If final amount is different from original amount, please explain (change orders, extra work, etc.).
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes No
Did the Agency file any claims against you? Circle one: Yes No Exhibit 1 1111
If you answered yes to either of the above two questions, please explain and indicate outcome of claims.
Project 6 Name/Number Residential Street Sluay Seal
Project Description AC Repairs, Crack Sealing Slurry Seal and Striping Approximate Construction Dates From: 5/11 /20 To: 6/30/20 Agency Name: City Of Placentia
Contact Person: Kevin KOura Telephone: 714-920-7604
Address: 401 E. Chapman Ave.,Placentia, Ca. 92870
Original Contract Amount: s 974,528.00 Final Contract Amount: $ 1,033,452.00 If final amount is different from original amount, please explain (change orders, extra work, etc.).
Added patching and Slurry Seal.
Did you or any Subcontractor, file any claims against the Agency? Circle one: Yes 0
Did the Agency file any claims against you? Circle one: Yes (M If you answered yes to either of the above two questions, please explain and indicate outcome of claims.
[Continue to Next Page]
Exhibit 1 1112
CITY OF BELL GARDENS
CONTRACT DOCUMENTS
PLANS, SPECIFICATIONS AND STANDARD DRAWINGS
20110
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
PREPARED BY:
%111PIFF, E N G I N E E R, S
3060 Saturn Street Suite 250
Brea, CA 92821
714-940-0100, 714-940-0700
Contact: Douglas Benash, P.E., City Engineer
Infrastructure Engineers Project No. 6027.305
BID OPENING: October 2, 2023, MONDAY AT 11:00 AM
Exhibit 1 1113
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
• Bid Period
• Mandatory Pre -Bid Meeting
BID SCHEDULE
September 14, 2023 — October 2, 2023
September 21, 2023 at 10.00 AM
• Bidder Information Sheet Deadline September 25, 2023 at 5.00 PM • Request for Information Deadline September 25, 2023 at 5.00 PM • Bid Opening
• Award of Contract
• Pre -Construction Meeting
• Construction Begins
October 2, 2023 at 11.00 AM
October 23, 2023, City Council meeting
November 2, 2023
December 4, 2023
Bids will be received at the office of the City Clerk, City Hall, 7100 Garfield Avenue, Bell Gardens, CA 90201, 11.00 AM on October 2, 2023.
These Specifications have been prepared
under the direction of:
_..........._.
Q�pF ESS
M 0
s,
w No. 91136 ' ram"
m
Exp. 03/31/24
OF CA1 �F
Aidan Mousavi, P.E.
Civil No. 91136
Exhibit 1 1'114
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
TABLE OF CONTENTS
NOTICE INVITING SEALED BID.................................................................................A-1 INSTRUCTION TO BIDDERS......................................................................................B-1 PROPOSAL.........................................................................................................
C-1
CONTRACT AGREEMENT.........................................................................................
D-1
GENERAL SPECIFICATIONS..................................................................................GP-1 SPECIAL PROVISIONS - GENERAL SECTION......................................................GP-6 SPECIAL PROVISIONS - BID ITEM DESCRIPTIONS ............................................
BD-1
APPENDIX "A" - CONTRACT DRAWINGS
APPENDIX "B" - DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)
CONTRACTOR REGISTRATION NUMBER FORM
APPENDIX "C" - STANDARD PLANS
APPENDIX "D" - TRASH COLLECTION SCHEDULE
APPENDIX "E" - INSTALL PUBLIC IMPROVEMENT PROJECT SIGNS Exhibit 1 A 15
NOTICE INVITING SEALED BID
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
PUBLIC NOTICE IS HEREBY GIVEN that the City of Bell Gardens as AGENCY, invites sealed bids for the above -stated project and will receive such bids in the offices of the City Clerk, City Hall, 7100 South Garfield Avenue, Bell Gardens, California 90201, up to the hour of 11:00 AM on October 2, 2023, at which time they will be publicly opened.
Copies of the Plans, Specifications, and contract documents are available on the City's website at https://www.bellgardens.org/i-want-to/view-bids-rfps/rfps-and-bids . To be on the Plan Holders List for this project, each bidder must submit a Bidder's Information Sheet which is also available on the City's website, to dbenash(a-)-infengr.com. Bids will not be accepted unless the bidder is on the Plan Holder List. All Bidder Information Sheets are required to be submitted no later than 5:00 PM on September 25, 2023. Bids will not be accepted unless the Bidder Information Sheet is submitted and logged onto the plan holders list. Failure to submit the Bidder Information Sheet by the deadline noted above will result in declaring any submitted bids as non -responsive.
To comply with SB 854, beginning January 1, 2015 the following applies:
1. No contractor or subcontractor may be listed on a bid proposal for public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations (DIR) pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].
2. No contractor or subcontractor may be awarded a contract for public works on a public works project awarded on or after April 1, 2015, unless registered with the DIR.
3. The project is subject to compliance monitoring and enforcement by the DIR.
4. Require the prime contractor to post job site notices prescribed by regulation (regulation not created yet) or the City must post the notices itself.
The Contractor shall fill in the Department of Industrial Relations (DIR) Contractor Registration Number Form provided in Appendix "B" and submit it with the sealed Bid.
A-1
Exhibit 1 1116
Attendance at a pre -bid meeting is mandatory and will be held on Thursday, September 21, 2023 at 10:00 AM at City Hall, 7100 South Garfield Avenue, Bell Gardens, California 90201. All Prime Contractors are required to have a representative attend and sign in at the pre -bid meeting. Failure to comply with this attendance and sign in requirements will result in Bidder's proposal being found non -responsive to the required procedures.
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Pursuant to the provisions of Section 1773.2 of the Labor Code of the State of California, the minimum prevailing rate of per hourly wages for each craft, classification or type of workman needed to execute the contract shall be those determined by the Director of Industrial Relations of the State of California, which are on file at the City Hall, City of Bell Gardens, 7100 South Garfield Avenue, Bell Gardens, California 90201, and are available to any interested party on request.
Attention is directed to the provisions of Section 1777.5 (Chapter 1141, Statutes of 1968) and 1777.5 of the Labor Code concerning the employment of apprentices by the Contractor or any such subcontractor under him. Affirmative action to ensure against discrimination in employment practices on the basis of race, color, national origin, age, marital status, ancestry, sex, religion, or handicap will also be required.
The AGENCY will deduct 5 percent retention from all progress payments as specified in Section 9-3.2 of these specifications. The Contractor may substitute an escrow holder surety of equal value to the retention. The Contractor shall be beneficial owner of the surety and shall receive any interest thereon. Contractor shall provide AGENCY with weekly payroll reports.
The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded full opportunity to submit bids in response to this notice and will not be discriminated against on the basis of race, color, national origin, age, marital status, ancestry, sex, religion, sexual orientation or handicap in any consideration leading to the award of contract.
In entering into a public works contract, or a subcontract, to supply goods, services, or material pursuant to a public works contract, the Contractor, or subcontractor, offers and agrees to assign to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with Section 16700] of part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Contractor, without further acknowledgment by the parties.
Bids must be prepared on the approved Proposal forms or copies thereof in conformance with the Instructions to Bidders and submitted in a sealed envelope plainly marked on the outside as follows:
A-2
Exhibit 1 1117
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
The bid must be accompanied by cash, a certified or cashier's check, or bidder's bond, issued by an "admitted surety insurer" made payable to the AGENCY for an amount no less than 10 percent of the total base bid amount.
All bidders shall be licensed in accordance with the provisions of the Business and Professions Code and shall possess a State Contractor's License, Class A, at the time of bid submittal. The successful Contractor and each of his subcontractors will be required to possess a Business License from the City.
The liquidated damages for this project is five hundred dollars ($500.00) per calendar day the project is not completed within the contract time.
The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all bids under advertisement for a period of sixty (60) days.
The Contractor shall complete all work in every detail within thirty (30) working days, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY BY ORDER OF the City of Bell Gardens, California.
Dated: September 11, 2023
A-3
Exhibit 1 1118
INSTRUCTION TO BIDDERS
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
PROPOSAL FORMS
Bids shall be submitted, in writing, on the Proposal forms provided by the AGENCY or copies thereof. All information requested thereon must be clearly and legibly set forth in the manner and form indicated. The AGENCY will not consider any proposal not meeting these requirements.
PROPOSAL GUARANTEE
Proposals must be accompanied by a proposal guarantee consisting of cash, a certified or cashier's check or bid bond by an "admitted surety insurer" payable to the AGENCY in the amount not less than 10 percent of the total amount bid. Any proposal not accompanied by such a guarantee will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute the contract documents or furnish the required insurance policies and bonds as set forth in those documents, the proposal guarantee shall be forfeited to the AGENCY. The proposal guarantees of all bidders will be held until the successful bidder has properly executed all contract documents.
DELIVERY OF PROPOSAL
Proposals shall be enclosed in a sealed envelope plainly marked on the outside "BID FOR SLURRY SEAL IMPROVEMENT ZONE 4, C.I.P. NO. 3921 — IN THE CITY OF BELL GARDENS — DO NOT OPEN WITH REGULAR MAIL". Proposals may be mailed or delivered by messenger. However, it is the bidder's responsibility alone to ensure delivery of the proposal to the hands of the AGENCY'S designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Late proposals will not be considered.
WITHDRAWAL OF PROPOSALS
A proposal may be withdrawn by a written request signed by the bidder. Such requests must be delivered to the AGENCY'S designated official prior to the bid opening hour stipulated in the Notice Inviting Sealed Bids. Proposals may not be withdrawn after said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will not prejudice the right of the bidder to submit a new proposal, providing there is time to do so.
B-1
Exhibit 1 1119
IRREGULAR PROPOSALS
Unauthorized conditions, limitations or provisions attached to a proposal will render it irregular and may cause its rejection. The completed proposal forms shall be without interlineations, alterations, or erasures. Alternative proposals will not be considered unless specifically requested. No oral, telegraphic, facsimile, electronic, or telephonic proposal submittal, or modification, or withdrawal will be considered.
TAXFR
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.
DISQUALIFICATIONS OF BIDDERS
In the event that any bidder acting as prime contractor has an interest in more than one proposal, all such proposals will be rejected, and the bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may submit quotations to more than one bidder, and while doing so, may also submit a formal proposal as a prime contractor. No proposals will be accepted from bidders who are not licensed in accordance with the provisions of the State Business and Professions Code; and who do not possess a State Contractor's License, Class A, at the time of bid submittal.
DISCREPANCIES AND MISUNDERSTANDINGS
Bidders must satisfy themselves by personal examination of the work site, Plans, Specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements and difficulties under which the work must be performed. No bidder shall at any time after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract documents shall be called to the attention of the AGENCY and clarified prior to the submission of proposals.
EQUIVALENT MATERIALS
Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications a lower cost project/bid may result, the bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he considers to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor may discuss with the AGENCY the use of another product; which may result in a determination by the AGENCY that the other product is equal and possibly that by the B-2
Exhibit 1 1120
AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.
LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made and executed in accordance with State laws relating to bids for contracts of this nature whether the same or expressly referred to herein or not. Any bidder submitting a proposal shall by such action thereby agree to each and all of the terms, conditions, provisions and requirements set forth, contemplated and referred to in the Plans, Specifications, and other contract documents, and to full compliance therewith.
Additionally, any bidder submitting a proposal shall, by such action thereby, agree to pay at least the minimum prevailing per hourly wages as provided in Section 1773, et seq. of the Labor Code for each craft, classification or type of workman required as set forth by the Director of Industrial Relations of the State of California in its wage sheets.
AWARD OF CONTRACT
The award of contract, if made, will be to the lowest responsible bidder as determined solely by the AGENCY. Additionally, the AGENCY reserves the right to reject any or all proposals, to waive any irregularity, and to take the bids under advisement for a period of 60 days, all as may be required to provide for the best interest of the AGENCY. In no event will an award be made until all necessary investigations are made to the responsibility and qualifications of the bidder to whom the award is contemplated. All bids will be compared with the City Engineer's Estimate.
LIQUIDATED DAMAGES
The Liquidated Damages for this project is five hundred dollars ($500.00) per calendar day.
CONSTRUCTION SCHEDULE
The winning bidder must sign and submit the contract to the City within ten (10) days of awarded contract the bonds, insurance certificates and all other documentation necessary prior to start of construction must be submitted to the City at the pre - construction meeting on September 21, 2023. Construction must begin on October 21, 2023.
B-3
Exhibit 1 1121
PROPOSAL
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
TO THE CITY OF BELL GARDENS, as AGENCY
In accordance with AGENCY'S Notice Inviting Sealed Bid, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor and incidentals required for the above -stated project as set forth in the Plans, Specifications, and contract documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans, Specifications, Instruction to Bidders and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or lump -sum prices set forth in the following Bid Schedule. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of the guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in the Bid Schedule are solely for the purpose of comparing bids and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE
OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump -sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S default in executing the required contract and filing the necessary bonds and insurance certificates by the dates stablished by the agency after the AGENCY'S notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the AGENCY and this bid and the acceptance hereof may, at the AGENCY'S option, be considered null and void.
C-1
Exhibit 1 1122
BID SCHEDULE
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
The undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:
Construct improvements as reiterated above, located in the City of BELL GARDENS, California, in accordance with the specifications for the unit price set forth in the following items:
BASE BID SCHEDULE FOR STREETS LISTED ON APPENDIX "A" SHEET C-4 Item
No.
Description
Estimated
Quantity
Unit
Unit
Price $
Extended
Amount $
1 Traffic Control
1 LS
2 Place Slurry Seal Type II with 3% Latex
227
ELT
3 Install Crack Seal and Spray Weed Killer
1 LS
4 Cold Mill Existing AC Pavement (2" Deep)
1,870
SF
5 Construct 2" Thick Asphalt Concrete Overlay C2-PG 64-10 21 TON
6 Traffic Striping, Markings and Curb Painting
1 LS
7 Install Public Improvement Project Signs
2 EA
TOTAL AMOUNT BASE BID IN FIGURES:
TOTAL AMOUNT IN WORDS BASE BID:
DOLLARS.
C-2
Exhibit 1 1123
Company Name
Bidder's Signature
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
If the City determines to award a contract for this Base Bid, the City's determination will be based on the best interest of the City.
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY.
Exhibit 1
C-3
1124
BID SCHEDULE
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
The undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:
Construct improvements as reiterated above, located in the City of BELL GARDENS, California, in accordance with the specifications for the unit price set forth in the following items:
ADDITIVE BID SCHEDULE "A" FOR STREETS LISTED ON APPENDIX "A" SHEET C-4
Item
No.
Description
Estimated
Quantity
Unit
Unit
Price $
Extended
Amount $
1A
Traffic Control
1 LS
2A
Place Slurry Seal Type II with 3% Latex
36 ELT
3A
Install Crack Seal and Spray Weed Killer
1 LS
6A
Traffic Striping, Markings and Curb Painting
1 LS
7A
Install Public Improvement Project Signs
1 EA
TOTAL AMOUNT BASE BID IN FIGURES:
TOTAL AMOUNT IN WORDS BASE BID:
Company Name
Bidder's Signature
DOLLARS.
C-4
Exhibit 1 1125
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
If the City determines to award a contract for this Base Bid, the City's determination will be based on the best interest of the City.
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY.
C-5
Exhibit 1 1126
BID SCHEDULE
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
The undersigned declares that he/she has carefully examined the location of the proposed work, that he/she has examined the specifications and read the accompanying instructions to bidders, and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below:
Construct improvements as reiterated above, located in the City of BELL GARDENS, California, in accordance with the specifications for the unit price set forth in the following items:
ADDITIVE BID SCHEDULE "B" FOR STREETS LISTED ON APPENDIX "A" SHEET C-4
Item
No.
Description
Estimated
Quantity
Unit
Unit
Price $
Extended
Amount $
1 B
Traffic Control
1 LS
2B
Place Slurry Seal Type II with 3% Latex
15 ELT
313
Install Crack Seal and Spray Weed Killer
1 LS
613
Traffic Striping, Markings and Curb Painting
1 LS
713
Install Public Improvement Project Signs
1 EA
TOTAL AMOUNT BASE BID IN FIGURES:
TOTAL AMOUNT IN WORDS BASE BID:
Company Name
Bidder's Signature
DOLLARS.
C-6
Exhibit 1 1127
IN CASE OF DISCREPANCY BETWEEN THE WORDS AND FIGURES, THE WORDS SHALL PREVAIL.
If the City determines to award a contract for this Base Bid, the City's determination will be based on the best interest of the City.
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY.
C-7
Exhibit 1 1128
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work that are in excess of one-half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows- Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work-
Name-
Address -
Telephone No.:
State License No.:
Portion of Work:
Prior to award of contract, Contractor shall submit a list of suppliers and vendors, in writing, to the City Engineer.
c-8
Exhibit 1 1129
REFERENCES
The following are the names, addresses, and telephone numbers for three public agencies, being cities, or counties for which BIDDER had performed similar STREET IMPROVEMENT WORK IN THE PUBLIC RIGHT OF WAY within the past 2 years.
Special districts, ie, school, water or taxing districts are not acceptable references:
1. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
2. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
3. Name and Address of Owner
Name and telephone number of person familiar with project Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers of all brokers and sureties from whom BIDDER intends to procure insurance and bonds:
C-9
Exhibit 1 1130
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any AGENCY, State or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.
AFFIRMATIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals are those named herein; that no officer, agent, or employee of the AGENCY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm, or corporation making a bid for the same work and that this proposal is in all respects fair and without collusion or fraud.
C-10
Exhibit 1 1131
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Bidder's Name
Business Address
Telephone
State Contractor's License No. and Class
Original Date Issued Expiration Date
The following are the names, titles, addresses, and telephone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal (use additional 8'/2" x 11" sheets if needed):
The date of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venturer of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venturer are as follows:
All current and prior DBA's, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
C-11
Exhibit 1 1132
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seal of all forenamed principals this day of , 20 The undersigned declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct.
Signature of Contractor's Representative
Printed Name
Title
Subscribed and sworn to this day of , 20
NOTARY PUBLIC
C-12
Exhibit 1 1133
PROPOSAL GUARANTEE
BID BOND
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
KNOW ALL PERSONS BY THESE PRESENTS that ,
as BIDDER, and a
corporation organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Bell Gardens, as AGENCY, in the penal sum of
Dollars
($ ) which is ten (10) percent of the total amount bid by BIDDER to AGENCY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above -stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and voided, otherwise it shall remain in full force and effect in favor of the AGENCY.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of , 20_
SURETY*
Subscribed and sworn to this day of
NOTARY PUBLIC
1111118411
C-13
Exhibit 1 1134
Provide BIDDER/ADMITTED SURETY name, address, title and telephone number and the name, title, address, and telephone number of authorized representative.
C-14
Exhibit 1 1135
BIDDER'S VIOLATION OF LAW/SAFETY QUESTIONNAIRE
In accordance with Government Code Section 14310.5, the BIDDER shall complete, under penalty of perjury, the following questionnaire.
QUESTIONNAIRE
Has the Bidder, any officer of the bidder or any employee of the Bidder who has a proprietary interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or completing a Federal, State or local government project because of a violation of law or a safety regulation?
Yes
No
If the answer is yes, explain the circumstances in the space provided.
Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the Proposal shall constitute signature of this questionnaire.
C-15
Exhibit 1 1136
CITY OF BELL GARDENS
CONSTRUCTION CONTRACT AGREEMENT
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
THIS CONSTRUCTION CONTRACT (hereinafter, "Contract") is made and entered into this day of 2023 (hereinafter, the "Effective Date") by and between the CITY OF BELL GARDENS, a municipal corporation (hereinafter, "CITY") and [INSERT CONTRACTOR NAME] (hereinafter, "CONTRACTOR"). For the purposes of this Agreement, CITY and CONTRACTOR may be referred to collectively by the capitalized term "Parties." The capitalized term "Party" may refer to CITY or CONTRACTOR interchangeably as appropriate.
RECITALS
WHEREAS, City requires public works construction services for the ,(hereinafter, the "Project"); and
WHEREAS, CITY issued notice inviting competitive bids for the Project on and
WHEREAS, following the opening of bids on , CONTRACTOR
was determined to be the lowest responsive and responsible bidder for the Project.
NOW, THEREFORE, for and in consideration of the mutual covenants and conditions herein contained, City and CONTRACTOR agree as follows:
ARTICLE I (CONTRACT DOCUMENTS)
The contract documents for the aforesaid project shall consist of the Notice Inviting Sealed Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, and appendices; together with this Contract Agreement and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplemental agreements (hereinafter "Contract Documents") clarifying, or extending the work contemplated as may be required to D-1
Exhibit 1 1137
ensure its completion in an acceptable manner. All of the provisions of said contract documents are made a part hereof as though fully set forth herein.
ARTICLE II (WORK TO BE PERFORMED)
The CONTRACTOR agrees to furnish all tools, equipment, apparatus, facilities, labor, transportation, and material necessary to perform and complete in a good and workmanlike manner INSERT PROJECT NAME, as called for, and in the manner designated in, and in strict conformity with, the Contract Documents. It is understood and agreed that the tools, equipment, apparatus, facilities, labor, transportation, and material shall be furnished and the work performed and completed as required in the Drawings and Specifications under the sole direction and control of the CONTRACTOR, and subject to inspection and approval of the CITY, or its representatives.
ARTICLE III (CONTRACT PRICE)
CITY agrees to pay and the CONTRACTOR agrees to accept, in full payment for the work above agreed to be done, the sum of ($ ) for the Project (hereinafter, the "Bid Price"). CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance, including those for well and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.
ARTICLE IV (NOTICE AND SERVICE THEREOF)
Any notice from one party to the other under the 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 whatsoever unless served in the following manner, namely:
(a) If the notice is given to the CITY, by personal delivery thereof, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the CITY at:
City of Bell Gardens
Public Works Department
Attn: Public Works Director
Bell Gardens City Hall
7100 Garfield Avenue
Bell Gardens, CA 90201
D-2
Exhibit 1 1138
(b) If the notice is given to the CONTRACTOR, by personal delivery thereof to said CONTRACTOR or to its duly authorized representative at the site of the project, or by depositing the same in the United States mail, enclosed in a sealed envelope, postage prepaid, and certified; addressed to the CONTRACTOR at:
NAME
ADDRESS
Attn:
Phone: ( )
(c) If the notice is given to the surety or any other person, by personal delivery to such surety or other person, or by depositing the same in the United States mail, enclosed in a sealed envelope, addressed to such surety or other person, as the case may be, at the address of such surety or person last communicated by it to the party giving the notice, postage prepaid and certified.
ARTICLE V (INSURANCE)
CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employer to be insured against liability for worker's compensations, or to undertake self- insurance in accordance with the provisions of that code and certified compliance with such provisions.
CONTRACTOR agrees to indemnify, defend and hold harmless CITY and all if its officers and agents from any claims, demand or causes of action, including related expenses, attorney's fees, and costs, based on, arising out of, or in any way related to the work undertaken by CONTRACTOR hereunder. The liability insurance coverage values shall be:
Insurance Coverage Requirements
Comprehensive General Liability
Product/Completed Operations Hazard
Comprehensive Automobile Liability
Contractual General Liability
Worker's Compensation
Limit Requirements
$2,000,000
$2,000,000
$2,000,000
$2,000,000
Statute
A combined single -limit policy with aggregated limits in the amount of $4,000,000 will be considered equivalent to the required minimum limits.
The issuer shall be an "admitted surety insurer" duly authorized to transact business under the laws of the State of California.
D-3
Exhibit 1 1139
Acceptable insurance coverage shall be placed with the carriers admitted to write insurance in California or carriers with a rating of or equivalent to A:VIII by A.M. Best & Co. Any deviation from this rule shall require specific approval, in writing, from the CITY.
Insurance shall name the City of Bell Gardens, its officers, agents, and employees, including INFRASTRUCTURE ENGINEERS, as additional insured by endorsement of the CONTRACTOR's policy. A copy of the endorsement, showing policy limits, shall be provided to the CITY on or before signing this contract.
ARTICLE VI (EXECUTION)
CONTRACTOR affirms that the signatures, titles and seals set forth hereinafter in execution of this Contract Agreement represent all individuals, firm members, partners, joint ventures, and/or corporate officers having principal interest herein.
ARTICLE VII (COMPLETION DATE
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY
The liquidated damage for this project is five hundred dollars ($500.00) per calendar day for each calendar day the project is not completed to the satisfaction of the CITY within the contract time including any extension of time granted by the CITY.
ARTICLE VIII (RECORDS & AUDITS)
The CONTRACTOR shall maintain accounts and records, including personnel, property, and financial records, adequate to identify and account for all costs pertaining to the contract and such other records as may be deemed necessary by the CITY to assure proper accounting for all project funds. These records will be made available for audit purposes to the CITY or any authorized representative and will be retained for 5 years after the expiration of this contract unless permission to destroy them is granted by the CITY.
ARTICLE IX (PREVAILING WAGES)
(a) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1773.8, which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law. (b) By the execution of this Contract, CONTRACTOR hereby certifies that it is registered with the California Department of Industrial Relations as required pursuant to Labor Code section 1725.5 (contractor registration).
D-4
Exhibit 1 1140
(c) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The CONTRACTOR shall, as a penalty to the CITY, forfeit no more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by CONTRACTOR or by a subcontractor.
(d) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1776 which requires CONTRACTOR and each subcontractor to (i) keep accurate payroll records, (ii) certify and make such payroll records available for inspection as provided by Section 1776, and (iii) inform the Agency of the location of the records. The CONTRACTOR is responsible for compliance with Section 1776 by itself and all of its subcontractors.
(e) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that the CONTRACTOR is responsible for compliance with Section 1777.5 by itself and all of its subcontractors. (f) CONTRACTOR agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours without approval of the CITY. The CONTRACTOR shall, as a penalty to the Agency, forfeit twenty-five dollar ($25) for each worker employed in the execution of the contract by the CONTRACTOR or by any subcontractor for each calendar day or portion thereof during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the provisions of Division, 2, Part 7, Chapter 1, Article 3 of the California Labor Code. The CONTRACTOR may, with the approval of the City Engineer, use his employees to carry out work on the project beyond the normal eight (8) hour workday and on Saturdays, Sundays and Holidays provided the employees are paid at the following hourly rates:
• Week days (Monday through Fridays) after eight (8) hours daily and not to exceed twelve (12) hours daily total per day and not exceeding forty-eight (48) hours work in a seven (7) day period week at one and one-half (1.5) times the prevailing hourly wage for the initial eight (8) hours of regular work time for the time worked after the initial eight (8) hours regular time.
• Saturdays, Sundays and Holidays for time worked after forty (40) hours of regular work time in a seven (7) day period week at the rate of two (2.0) times the prevailing hourly wage for the initial eight (8) hours of regular weekday work time and not to exceed a total of forty-eight (48) hours of work within the seven (7) day work week period.
D-5
Exhibit 1 1141
(g) California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
"I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker's compensation or to under self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract."
ARTICLE X (PROMPT PAYMENT)
Prompt Progress Payment to Subcontractors
Attention is directed to Section 7108.5 of the California Business and Professions Code, which requires a prime contractor or subcontractor to pay any subcontractor not later than 10 days of receipt by the Contractor of each progress payment, unless otherwise agreed to in writing.
(SIGNATURES ON NEXT PAGE)
D-6
Exhibit 1 1142
IN WITNESS THEREOF the parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this contract agreement to be executed in triplicate by setting hereunto their names, titles, hands, and seals this day of , 20
Contractor:
(Signature)
Name and Title (Printed)
Contractor's License No.
AGENCY Business License No.
Federal Tax Identification No.
Subscribed and sworn to this day of
NOTARY PUBLIC
AGENCY -
Attested -
Date
Approved as
to form:
Date
License Class
Mayor of the City of Bell Gardens
City Clerk of the City of Bell Gardens
City Attorney of the City of Bell Gardens
, 20
D-7
Exhibit 1 1143
FAITHFUL PERFORMANCE BOND
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
KNOW ALL PERSONS BY THESE PRESENTS that , as
CONTRACTOR and , a corporation
organized and existing under the laws of the State of and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Bell Gardens, as AGENCY, in the penal sum of Dollars ($ )
which is 100 percent of the total contract amount for the above -stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this day of , 20
CONTRACTOR*
SURETY*
Subscribed and sworn to this day of 20
NOTARY PUBLIC
D-8
Exhibit 1 1144
* Provide CONTRACTOR/ADMITTED SURETY name, address, and telephone number and the
representative.
name, title, address,
and telephone number of authorized
D-9
Exhibit 1 1145
MATERIAL AND LABOR BOND
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
KNOW ALL PERSONS BY THESE PRESENTS that ,
as CONTRACTOR, and a
corporation organized and existing under the laws of the State of , and duly authorized to transact business under the laws of the State of California, as SURETY, are held firmly bound unto the City of Bell Gardens, as AGENCY , in the penal sum of
Dollars ($ ) which is 100 percent of the total
contract amount for the above -stated project, for payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above -stated project, if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall inure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said altercations is hereby waived by SURETY.
IN WITNESS WHEREOF the parties have set their names, titles, hands, and seals this day of , 20
CONTRACTOR*
SURETY*
Subscribed and sworn to this day of 20
NOTARY PUBLIC
D-10
Exhibit 1 1146
Provide CONTRACT/ADMITTED SURETY name, address, and telephone number and the
representative.
name, title, address, and telephone number for authorized D-11
Exhibit 1 1147
NONCOLLUSION AFFIDAVIT TO BE EXECUTED
BY EACH AWARDEE OF A PRINCIPAL CONTRACT
STATE OF CALIFORNIA )
)ss
COUNTY OF )
being first duly sworn, deposes and says that he is
(sole owner, a partner, president, etc.)
of , the party making
the foregoing bid, that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said bidder has not directly or indirectly induced or solicited any other bidder to submit a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to submit a sham bid, or that anyone shall refrain from bidding, that said bidder has not in any manner, directly or indirectly, sought by agreements, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the overhead, profit or cost element of such bid price, or of that of any bidder, or to secure any advantage against the public body awarding the Contractor or anyone interested in the proposed contract; that all statements contained in such bid are true and, further, that said bidder has not, directly or indirectly, submitted his bid price, or any breakdown thereof, of the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection there with to any corporation, partnership, company, association, organization, bid depository or to any member or agency thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said bidder in his general business.
Subscribed and sworn to before me this
Notary Public
Signed
Title
day of , 20_.
D-12
Exhibit 1 1148
GENERAL SPECIFICATIONS
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
SCOPE OF WORK
The work to be done consists of furnishing all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract documents. The general items of work include Slurry Seal, cold milling and overlaying of existing AC Pavement, striping and markings, Curb Painting and all items not mentioned but indicated in the Plans and Specifications.
LOCATION OF WORK
Zone 4:
• Perry Road
• Priory Street
• Darwell Avenue
• Live Oak Street
• Ira Avenue
Zone 5A:
• Fry Street
• Kress Avenue
• Hannon Street
TIME FOR COMPLETION
From Florence Place To Florence Avenue
From Jaboneria Road To Ira Avenue
From Lubec Street To Loveland Street
From Jaboneria Road To Ira Avenue
From Lubec Street To Gage Avenue
From Emil Avenue To Perry Road
From Foster Bridge Boulevard To Hannon Street
From Chalet Drive To Scout Avenue
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY
GP-1
Exhibit 1 1149
NOTIFICATION
The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct:
AT&T INQUIRIES
Attention: Mr. Jospeh Forkert (510) 645-2929
CALIFORNIA WATER SERVICE
Attention: Mr. Philip Delgado (323) 263-4145
CHEVRON
Attention: Ms. Dave Zerler (310) 669-4014
CITY OF BELL GARDENS — WATER & SEWER
Attention: Public Works Inspector (562) 806-7775
CITY OF BELL GARDENS
Attention: Mr. Douglas Benash (562) 806-7770
CITY OF CUDAHY
Attention: Mr. Aaron Hernandez (323) 773-5143
CITY OF DOWNEY
Attention: Mr. Dany Salas (562) 904-7202
CITY OF SOUTH GATE
Attention: Public Works Engineering (323) 357-9657
CRIMSON PIPELINE
Attention: Utility Coordinator (562) 285-4100
CROWN CASTLE — LA & VEN
Attention: Fiber Dig (888) 632-0931
FRONTIER
Attention: Ms. Cathy Brown (310) 264-5100
GOLDEN STATE WATER COMPANY
Attention: Mr. Ray Burk (562) 907-9200
L.A. COUNTY SANITATION DISTRICT
Attention: Engineering Counter (562) 908-4288
LIBERTY UTILITIES
Attention: Jim Elliot (562) 299-5127
MAYWOOD MUTUAL WATER CO.
GP-2
Exhibit 1 1150
Attention: Mr. Steven Rojo
(323) 581-5816
METROPOLITAN WATER DISTRICT — SOTO ST
Attention: Substructures Team
(213) 217-7663
MUTUAL WATER COMPANY
Attention: Mr. Jesus Barrera
(323) 771-6682
PLAINS ALL AMERICAN PIPELINE
Attention: Ms. Paula Bawden
(562) 728-2371
SOUTHERN CALIFORNIA GAS COMPANY — DOWNEY
Attention: Mr. Steve Gomez
(714) 456-2419
SOUTHERN CALIFORNIA GAS COMPANY —TRANSMISSION
Attention: SoCalGas Transmission
(818) 701-4546
SOUTHERN CALIFORNIA EDISON — DISTRIBUTION
Attention: Design Support/UND
(562) 903-3167
SOUTHERN CALIFORNIA EDISON — TELECOMMUNICATIONS
Attention: Design Support/UND
(562) 903-3167
SOUTHERN CALIFORNIA EDISON — TRANSMISSION
Attention: Design Support/UND
(562) 903-3167
SPECTRUM - IRWINDALE
Attention: Engineering
(866) 874-2389
UNDERGROUND SERVICE ALERT
811
EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the Contractor and sub -contractors, or their representatives, shall be filed with the City Engineer, the County Fire Department (local station) and the City Police Department prior to beginning work.
STANDARD SPECIFICATIONS
The Standard Specifications and Plans of the AGENCY are contained in the 2018 Caltrans Standard Plans and Specifications and Latest Edition of the Standard Specifications for Public Works Construction and Standard Plans for Public Works Construction, including all supplements, as written, and promulgated by the Public Works Standards, Inc., and all amendments thereto. Copies of these Standard Specifications and Plans are available from the publisher, Building News, Incorporated, 1612 South Clementine Street, Anaheim, California 92802, telephone (714) 517-0970.
GP-3
Exhibit 1 1151
The Standard Specifications and Plans set forth above will control the general provisions, construction materials, and construction methods for this contract, except as amended by these Plans, Special Provisions, or other contract documents. The following Special Provisions are supplementary and in addition to the provisions of the Standard Specifications unless otherwise noted and the section numbers of the Special Provisions coincide with those of the said Standard Specifications and Plans. Only those sections requiring elaborations, amendments, specifying of options or additions are called out.
ENVIRONMENTAL PROVISIONS
The Contractor shall, as appropriate, comply with all provisions of Public Contracts Code Section 7104 (SB1470). The requirements of this code are summarized as follows:
In the event Contractor is required to dig any trench or excavation that extends deeper than 4 feet below the surface in order to perform the work authorized under this contract, Contractor agrees to promptly notify AGENCY in writing and before further disturbing the site if any of the conditions set forth below are discovered.
1. Materials that the Contractor believed may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing law.
2. Subsurface or latent physical conditions at the site differing from those indicated.
3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally reorganized as inherent in the work of the character provided for in this Contract. a. AGENCY agrees to promptly investigate the conditions, and if AGENCY finds that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor's cost of, or the time required for, performance of any part of the work, shall issue a change order under the procedures described in this Contract.
b. That, in the event a dispute arises between AGENCY and Contractor as to whether the conditions materially increase in Contractor's cost of, or time required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date provided for in this Contract, but shall proceed with all work to be performed under the Contract. Contractor shall retain any and all right provided either by this Contract or by law, which pertain to the resolution of disputes and protests between contracting parties.
GP-4
Exhibit 1 1152
SPECIAL PROVISIONS
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
TABLE OF CONTENTS
PART
GENERAL
SECTION
PAGE
1 TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS
GP-6
2 SCOPE OF THE WORK
GP-8
3 CONTROL OF THE WORK
GP-8
4 CONTROL OF MATERIALS
GP-9
5 LEGAL RELATIONS AND RESPONSIBILITIES
GP-10
6 PROSECUTION AND PROGRESS OF THE WORK
GP-11
7 MEASUREMENT AND PAYMENT
GP-13
8 FACILITIES FOR AGENCY PERSONNEL
GP-15
9 CITY STANDARDS, STANDARD PLANS & DRAWINGS
GP-15
400
PROTECTION AND RESTORATION
GP-16
402
UTILITIES
GP-16
600
ACCESS
GP-16
601
TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION
GP-17
AND MAINTENANCE WORK ZONES
PART 2
BID ITEM DESCRIPTIONS
BID ITEMS
PAGE
1, 1A, 113
Provide Traffic Control
BD-1
2, 2A, 213
Place Slurry Seal Type II with 3% Latex
BD-6
3, 3A, 313
Install Crack Seal and Spray Weed Killer
BD-10
4 Cold Mill Existing AC Pavement (2" Deep)
BD-11
5 Construct 2" Thick Asphalt Concrete Overlay C2-PG 64-10 BD-13
6, 6A, 613
Traffic Striping, Markings and Curb Painting
BD-15
7, 7A, 713
Furnish and Install Public Improvement Sign
BD-16
GP-5
Exhibit 1 1153
SPECIAL PROVISIONS
PART 1 — GENERAL SECTION
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
The work for the completion of the Project shall be performed in accordance with the Standard Specifications for Public Works Construction (SSPWC), latest Edition, including all the supplements.
For purposes of this Project, the following General Provisions are amended, as follows:
SECTION 1 —GENERAL
The following additions/modifications are hereby made to Subsection 1-2 of the Standard Specifications-
1-2 TERMS AND DEFINITIONS.
AGENCY: City of BELL GARDENS
Board: City Council of the City of BELL GARDENS
Caltrans: State of California, Department of Transportation County: County of Los Angeles
Engineer: The City Engineer of the City of BELL GARDENS or his authorized representative
Federal: United States of America
Contractor: The word Contractor means the Contractor as defined herein or his/her authorized representative.
Working Day: The Contractor's activities shall be confined to the hours between
7.00 a.m. and 4.30 p.m., Monday through Friday, excluding holidays. Deviation from these hours will not be permitted without the prior consent of the Engineer, except in emergencies involving immediate hazard to persons or property. In the event of either a requested or emergency deviation, inspection service fees will be charged against the Contractor. The service fees will be calculated at overtime rates including benefits, overhead, and travel time. The service fees will be deducted from any amounts due the Exhibit 1 G1 f 54
Contractor. Should the Contractor choose nighttime work, any and all lighting and traffic control, as needed, shall be provided by the Contractor. 1-7 AWARD AND EXECUTION OF CONTRACT.
Subsection 1-7 of the Standard Specifications is hereby replaced with the following:
Within ten working days after the date of the AGENCY's notice of award, the Contractor shall execute and return the following contract documents to the AGENCY:
• Contract Agreement
• Material and Labor Bond
• Public Liability and Property Damage Insurance Certificate • Worker's Compensation Insurance Certificate
• Project Schedule
Failure to comply with these requirements will constitute non -responsiveness on the part of the Contractor and will result in annulment of the award by the Agency and forfeiture of the Proposal Guarantee by the Contractor.
The Contract Agreement shall not be considered binding upon the AGENCY until executed by the authorized AGENCY official.
A corporation to which an award is made may be required, before the Contract Agreement is executed by the AGENCY, to furnish evidence of its corporate existence, of its right to enter into contracts in the State of California, and of the authority of its officers to sign contracts and bonds for the corporation. 1-7.2 Contract Bonds.
The second sentence of the fourth paragraph of Subsection 1-7.2 of the Standard Specifications is hereby deleted and replaced with the following: The Faithful Performance Bond (Warranty Bond) shall remain in force until one (1) year of recordation of the Notice of Completion. The Material and Labor Bond shall remain in force until thirty-five days after the date of recordation of the Notice of Completion.
The second and third sentences of the third paragraph of Subsection 1.7-2 of the Standard Specifications are hereby deleted and replaced with the following: The "Payment Bond" (Material and Labor Bond) shall be for not less than 50 percent of the contract price, to satisfy claims of material suppliers and of mechanics and laborers employed by it on the work. The Payment Bond shall remain in effect until thirty-five days after the date of recordation of the Notice of Completion.
Exhibit 1 G1 f 55
SECTION 2 — SCOPE OF THE WORK
2-2 PERMITS.
The text of Subsection 2-2 of the Standard Specifications is hereby deleted and replaced with the following:
Prior to the start of any work, the Contractor shall take out the applicable AGENCY permits and make arrangements for AGENCY inspections. The AGENCY will issue the permits at no charge to the Contractor. The Contractor and all subcontractors shall each obtain an AGENCY business license, and shall be licensed in accordance with the State Business and Professions Code. The Contractor shall also obtain any and all other permits, licenses, inspections, certificates, or authorizations required by any governing body or entity.
The Contractor shall pay all costs incurred by the permit requirements.
SECTION 3 — CONTROL OF THE WORK
3-2 SELF -PERFORMANCE.
The whole paragraph of Section 3-2 of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor shall perform or provide, with its own organization, contract labor, materials, and equipment amounting to at least 50 percent of the Contract Price. The contract labor performed or provided by the Contractor shall amount to at least 25 percent of the total contract labor for the Contract. Contract labor shall exclude the Contractor's superintendent. Any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount of contract labor, materials, and equipment required to be performed or provided by the Contractor with its own organization. Where an entire item is subcontracted, the value of contract labor, materials, and equipment subcontracted will be based on the estimated percentage of the Contract Unit or Lump Sum Price, determined from information submitted by the Contractor, subject to approval by the Engineer.
The Contractor with the bid package shall submit a list of all subcontractors intended to perform work on the project. This list shall include the name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the prime contractors total bid. The prime contractor shall provide a description by bid item number or otherwise fully designate the portion of work to be performed by each subcontractor.
Exhibit 1 G1 f 56
3-7 CONTRACT DOCUMENTS.
3-7.1 General.
The following is added to the General Specifications:
The Contractor shall maintain a control set of Plans and Specifications on the project site at all times. All final locations determined in the field, and any deviations from the Plans and Specifications, shall be marked in red on this control set to show the as -built conditions. Upon completion of all work, the Contractor shall return the control set to the Engineer. Final payment will not be made until this requirement is met. 3-10 SURVEYING.
3-10.1 General.
This subsection of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor will furnish a Surveyor as needed for layout of the work and the resetting of monuments and shall be paid under the pertinent Bid item and no additional compensation shall be allowed thereafter.
SECTION 4 - CONTROL OF MATERIALS
4-1 GENERAL.
The following is hereby added to this subsection of the Standard Specification:
The Contractor and all subcontractors, suppliers, and vendors shall guarantee that the entire work will meet all requirements of this contract as to the quality of materials, equipment, and workmanship. The Contractor, at no cost to the AGENCY, shall make any repairs or replacements made necessary by defects in materials, equipment, or workmanship that become evident within one (1) year after the date of recordation of the Notice of Completion. Within this one-year period, the Contractor shall also restore to full compliance with requirements of this contract any portion of the work which is found to not meet those requirements. The Contractor shall hold the AGENCY harmless from claims of any kind arising from damages due to said defects or noncompliance. The Contractor shall make all repairs, replacements, and restorations within thirty (30) days after the date of the City Engineer's written notice. 4-6 TRADE NAMES.
The first and second paragraphs of this subsection of the Standard Specifications are hereby replaced with the following:
Although the bidder may believe that by use of a different material than that specified on/in the plans and specifications, a lower cost project/bid may result, the bidder is to bid the project on the basis of using the material(s) as named keeping in mind that all materials named herein by manufacturer is not to prohibit the bidder considering using in his bid what he consider to be an equal material except where the AGENCY has designated a sole product. Once the bids have been opened the successful Contractor Exhibit 1 G1 f 57
may discuss with the AGENCY the use of another product, which may result in a determination by the AGENCY that the other product is equal and possibly that by the AGENCY allowing the use of the Contractor proposed equal that a change in the contract amount may result.
SECTION 5 — LEGAL RELATIONS AND RESPONSIBILITIES
5-3 LABOR.
5-3.1 General.
The following is hereby added to this subsection of the Standard Specifications:
The Contractor, and all subcontractors, suppliers, and vendors, shall comply with all AGENCY, State and Federal orders regarding affirmative action to ensure equal employment opportunities and fair employment practices. Failure to file any report due under said orders will result in suspension of periodic progress payments. The Contractor shall ensure unlimited access to the job site for all equal employment opportunity compliance officers. In accordance with the labor Code, as provided in Section 1773 et seq., the City has on file in the City Clerk's office the latest prevailing rates as established by the Director of Industrial Relations of the State of California. The Contractor shall not pay less than these rates.
5-4 INSURANCE.
5-4.2 General Liability Insurance.
The liability insurance coverage values are hereby amended to be:
Insurance Coverage Requirements
Comprehensive General Liability
Product/Completed Operations Hazard
Comprehensive Automobile Liability
Contractual General Liability
Worker's Compensation
Limit Requirements
$2,000,000
$2,000,000
$2,000,000
$2,000,000
Statute
A combined single limit policy with aggregate limits in the amount of $4,000,000 will be considered equivalent to the required minimum limits. A pro forma copy of the policy(s) shall be submitted to the City. A certificate of endorsement naming the City and its Agents as additional insured identifying the coverage limits, dates of coverage insurance provided, and project number is required.
5-7 SAFETY.
5-7.1 Work Site Safety.
Exhibit 1 GP11A
5-7.1.1 General.
Subsection 5-7.1.1 is hereby added to Section 5 of the Standard Specifications as follows:
It is part of the service required of the Contractor to make whatever provisions are necessary to protect the public. The Contractor shall use foresight and shall take such steps and precautions as its operations warrant to protect the public from danger, loss of life or loss of property, which would result from interruption or contamination of public water supply, interruption of other public services, or from the failure of partly completed work or partially removed facilities. Unusual conditions may arise on the work, which will require that immediate and unusual provisions be made to protect the public from danger or loss, or damage to life and property, due directly or indirectly to prosecution of work under this contract.
Whenever, in the opinion of the Engineer, an emergency exists against which the Contractor has not taken sufficient precaution for the public safety, protection of utilities and protection of adjacent structures or property, which may be damaged by the Contractor's operations and when, in the opinion of the Engineer, immediate action shall be considered necessary in order to protect the public or property due to the Contractor's operations under this contract, the Engineer will order the Contractor to provide a remedy for the unsafe condition. If the Contractor fails to act on the situation within a reasonable time period, the Engineer may provide suitable protection to said interests by causing such work to be done and material to be furnished as, in the opinion of the Engineer may seem reasonable and necessary.
The cost and expense of said labor and material, together with the cost and expense of such repairs as are deemed necessary, shall be borne by the Contractor. All expenses incurred by the AGENCY for emergency repairs will be deducted from the progress payments and the final payment due to the Contractor. However, if the AGENCY does not take such remedial measures, the Contractor is not relieved of the full responsibility for public safety.
SECTION 6 — PROSECUTION AND PROGRESS OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
The following is hereby added to this subsection of the Standard Specifications:
The Contractor's proposed Construction Schedule shall be submitted to the Engineer within ten working days after the date of the Agency's execution of the Contract Agreement. The schedule shall be supported by written statements from each supplier of materials or equipment indicating that all orders have been placed and acknowledged and setting forth the dates that each item will be delivered.
Prior to issuing the Notice to Proceed, the Engineer will schedule a preconstruction meeting with the Contractor to review the proposed Construction Schedule and delivery dates, arrange utility coordination, discuss construction methods, and clarify inspection procedures.
Exhibit 1 GP1�b
The Contractor shall submit periodic Progress Reports to the Engineer by the last day of each month. The Report shall include an updated Construction Schedule. Any deviations from the original schedule shall be explained. Progress payments will be withheld pending receipt of any outstanding reports.
6-2 PROSECUTION OF THE WORK.
The following is hereby added to this subsection of the Standard Specifications:
6-2.1 A noise level limit of 86 dba at the distance of fifty feet shall apply to all construction equipment on or related to the job whether owned by the Contractor or not.
The use of excessively loud warning signals shall be avoided except in those cases required for the protection of personnel.
6-2.2 All noise producing project equipment and vehicles using internal combustion engines shall be equipped with mufflers, and air inlet silencers where appropriate, in good operating condition that meet or exceed original factory specifications. Mobile or fixed "package" equipment (e.g., arc -welders, air compressors) shall be equipped with shrouds and noise control features that are readily available for that type of equipment. 6-2.3 All mobile or fixed noise producing equipment used on the project, which is regulated for noise output by a local, state, or federal agency, shall comply with such regulation while in the course of project activity.
6-2.4 Electrically powered equipment instead of pneumatic or internal combustion powered equipment shall be used, where feasible.
6-2.5 Material stockpiles and mobile equipment staging, parking, and maintenance areas shall be located as far as practical from residences. 6-2.6 The hours of conventional construction activities shall be restricted to the periods and days permitted by the local noise or other applicable ordinance. In accordance with the City of BELL GARDENS Noise Ordinance, these activities include (but are not limited to) construction, noisy maintenance activities, all spoils and material transport, demolition, and grading and are prohibited between the hours of 4.00 p.m. and 7.00 a.m. on weekdays (Monday through Friday), Saturday and Sundays, and legal holidays, except in cases of emergency as determined and approved in writing by the City Engineer.
6-2.7 The use of noise producing signals, including horns, whistles, alarms, and bells shall be for safety warning purposes only.
6-2.8 No project related public address, paging, two-way radio, or music system shall be audible at any adjacent residence.
6-2.9 The on -site construction supervisor shall have the responsibility and authority to receive and resolve noise complaints. An appeal process to the City shall be Exhibit 1 GP1F0
established prior to construction commencement that will allow for resolution of noise problems that cannot be immediately solved by the site supervisor. 6-2.10 The Contractor shall develop a project noise control plan, which shall be approved and implemented prior to commencement of any construction activity. 6-2.11 Noise control features and plans shall be reviewed and approved by a noise control engineering professional.
6-2.12 Contract incentives may be offered to the construction contractor to minimize or eliminate noise complaints resulting from project activities. 6-2.13 The erection of temporary sound wall barriers shall be considered where project activity is unavoidably close to residences.
6-2.14 Caltrans Standard Specifications (Sections 7 and 42) and Standard Special Provisions (that provide limits on construction noise levels) shall be applied and enforced by the City on the project Contractor.
6-2.15Arrange noisiest operations together in the construction program to avoid continuing periods of annoyance.
6-2.16 If practical, implement project noise abatement features prior to construction. 6-3 TIME OF COMPLETION.
6-3.1 General.
This subsection of the Standard Specifications shall be replaced by the following:
The Contractor shall complete all work in every detail within thirty (30) working days comprised of five (5) working days for mobilization and twenty-five (25) working days for construction, after the effective date in the Notice -to -Proceed with the Work to be issued by the CITY
6-9 LIQUIDATED DAMAGES.
The liquidated damages value is hereby amended to be $500.00 per day.
SECTION 7 — MEAUSREMENT AND PAYMENT
7-3 PAYMENT.
7-3.2 Partial and Final Payment.
The text of Subsection 7-3.2 of the Standard Specifications is hereby deleted and replaced with the following:
Exhibit 1 Gyjt'
The closure date for the purpose of making partial progress payments will be on or about the twenty-fifth (25th) day of each month. The Contractor shall prepare the approximate measurement of the work performed through the closure date and submit it to the AGENCY for approval along with an updated construction schedule.
When the work is complete, the Engineer will determine the final quantities of the work performed and prepare the final progress payment.
Payments are commonly authorized and made within forty five days following the last day of the month submitted. However, payments will be withheld pending receipt of any outstanding reports required by the contract documents. In addition, the final progress payment will not be released until the Contractor returns the control set of Plans and Specifications showing the as -built conditions and any other required documents.
A full five percent (5%) retention will be deducted from all progress payments. The final retention will be authorized for final payment forty (40) days after the date of recordation of the Notice of Completion.
The Contractor, however, may receive interest on the retention for the length of construction, or receive the retention itself as long as the retention is substituted with escrow holder surety of equal value.
At the request and expense of the Contractor, surety equivalent to the retention may be deposited with the State Treasurer or a State or Federally chartered bank as the escrow agent, who shall pay such surety to the Contractor upon satisfactory completion of the contract.
Sureties eligible for investment shall include those listed in Section 16430 of the State Government Code or bank or savings and loan certificates of deposit.
Any escrow agreement entered into shall contain the following provisions:
(a) The amount of surety to be deposited;
(b) The terms and conditions of conversion to cash in case of default of the Contractor; and
(c) The termination of the escrow upon completion of the contract. 7-3.3 Delivered Materials.
This subsection of the Standard Specifications is hereby replaced in its entirety by the following:
Materials and equipment delivered but not incorporated into the work will not be included in the estimate for progress partial payment.
Exhibit 1 GP1t4
SECTION 8 — FACILITIES FOR AGENCY
8-1 GENERAL.
The following is hereby added to this Subsection 8-1 of the Standard Specifications:
No field offices for AGENCY personnel will be required, however, the AGENCY personnel shall have the right to enter upon the project at all times and shall be admitted to the offices of the Contractor for the project in the City if so provided by the Contractor for his own personnel.
SECTION 9 — CITY STANDARDS, STANDARD PLANS AND DRAWINGS Section 9 is hereby added to the Standard Specifications as follows:
All public improvements, construction and dedications required and described in this manual shall conform to the standards and specifications of the City. Standards, Standard Plans and Drawings of the following agencies are used by the City of BELL GARDENS and are part of the City's standards. Where there is ambiguity or conflict between standards over which standard shall apply, the City Engineer shall determine what shall apply, and his determination shall be final. All construction is subject to the approval of the City Engineer.
Standard Plans — Standard Plans for Public Works Construction, SPPWC, "Latest Edition and Supplement."
Los Angeles County Public Works Department — Greybook and all plans except those modified or replaced by City Standards.
Los Angeles County Waterworks District - Applicable water.
Los Angeles County Flood Control District - Applicable storm drains.
Sanitation Districts of Los Angeles County - Applicable sewer and manholes.
State of California — California Department of Transportation (Caltrans) Standard Specifications and Standard Plans - Pavement markings and traffic loops.
City Standards - All applicable standard plans.
Standard Specifications - The latest edition of, and applicable amendments to, the "Standard Specifications for Public Works Construction (SSPWC)." California Manual on Traffic Control Devices (CA-MUTCD), "Latest Edition." Exhibit 1 GP1t�
SECTION 400 — PROTECT AND RESTORATION
400-1 GENERAL.
The second paragraph of Subsection 400-1 of the Standard Specifications is hereby deleted and replaced with the following:
The Contractor shall relocate, repair, replace or re-establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged or removed as a result of the operations or as required by the Plans and Specifications.
Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the Contractor's operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements.
Reallocations, repairs, replacements, or re -establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified.
All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re-establishing existing improvements shall be included in the bid. 400-2 PERMANENT SURVEY MARKERS.
The following is added after the first paragraph of this subsection of the Standard Specifications:
The Contractor shall reset distributed monuments and provide a Corner Record Survey filed with the County Surveyor and City engineer. Corner Record Surveys shall be completed by a Surveyor licensed in the State of California to practice surveying.
SECTION 402 - UTILITIES
402-1 LOCATION.
The agency did not perform any utility investigation. The Contractor shall be responsible to contact USA to mark all utilities and shall conduct this operation to protect all marked utilities in place. Any damaged utility line shall be repaired at the contractor's sole expense. The price for protecting all utilities in place shall be considered as paid for in the various Bid items and no additional compensation shall be allowed thereafter.
SECTION 600 — ACCESS
600-1 GENERAL.
The following is hereby added to this subsection of the Standard Specifications:
Exhibit 1 GP1t%
The Contractor shall notify the occupants of all affected properties in writing at least forty-eight hours (2 working days) prior to any temporary obstruction of access.
Vehicular access to the property shall be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer.
600-2 VEHICULAR ACCESS.
There are some driveways that require replacement in order to be American with Disabilities Act (ADA) compliant. Where a property has two driveways, only one driveway at a time can be closed for replacement. Where a single driveway to a property has a considerable width, half of the driveway is to be closed, worked on and reopened for usage before the other half of the driveway can be worked on.
All driveways have to be open for access during project non -construction hours and days which may require use of plating and other devices or methods.
No driveway can be worked on until the owner/tenant has been informed in writing with five (5) working days' notice of the scheduled work and has agreed to the planned schedule of the Contractor.
Under situations of driveway closure to pedestrians, the Contractor shall post advance notice on barricades to direct pedestrian to use the sidewalk on the opposite side of the street or the Contractor may elect to provide continuous K-rail in the curb lane to allow pedestrians to walk in the curb lane behind the K-rail. Any and all devices such as plates, barricades, K-rails and notices shall be continuously maintained for pedestrian and vehicle safety. No curb lanes shall be closed during non -working days of the week.
Appropriate advance warning signs shall be continuously maintained as needed during the project. All such devices, warning signs and interruptions of normal vehicle lanes, parking lanes and pedestrian walkways shall be shown on the Traffic Control Plan for advance approval by the Agency.
SECTION 601 — TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND
MAINTENANCE WORK ZONES
601-1 GENERAL.
This subsection is added to section 600-1 of the Standard Specifications:
Street closures will not be allowed except as specifically permitted by the Engineer.
At the Pre -Construction meeting, the Contractor shall submit to the Engineer a detailed written plan for traffic control and construction sequencing for the project. The plan shall include drawings as necessary to clearly outline how traffic flow and pedestrian walkways will be handled during the course of construction and where detour and advance notice signs will be posted.
Exhibit 1 G11t75
601-3 TEMPORARY TRAFFIC CONTROL (TTC) ZONE DEVICES.
601-3.6 Channelizing Devices.
601-3.6.1 General.
Traffic lane transitions shall not be sharper than a taper of thirty to one.
Temporary traffic channelization shall be accomplished with barricades, K-rail sections or delineators. Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed to remain on finished pavement surfaces.
In no case shall traffic be diverted from the existing traveled way without prior approval of the City Engineer.
601-3.7 Traffic Sign Enhancement Devices.
601-3.7.1 General.
The contractor shall include in his Traffic Control Plan use of lighted message boards to notify traffic of project and any changes in vehicle or pedestrian travel routes.
If the Contractor shall fail to provide and install any of the signs or traffic control devices ordered by the Engineer, the Engineer may either stop the work or cause such signs or traffic control devices to be placed by others and charge the cost therefor against the Contractor, and deduct same from the next progress payment 601-5 TRAFFIC LANE WIDTHS AND CLEARANCES.
601-5.2 Lane Widths.
601-5.3 Clearances.
Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.
Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.
Any striped roadway shall be delineated by the Contractor with temporary raised reflective markers when it is to be left un-striped overnight.
Exhibit 1 G11t8
SPECIAL PROVISIONS
PART 2 — BID ITEM DESCRIPTIONS
FOR
SLURRY SEAL IMPROVEMENT ZONE 4
C.I.P. NO. 3921
IN THE CITY OF BELL GARDENS
All Bid Items shall be in accordance with the Greenbook Standard Plans and Specifications for Public Works Construction (SPPWC & SSPWC), Latest Edition including supplements, State of California (Caltrans) Standard Plans and Specifications, Latest Edition, and the Special Provisions and General Conditions of these specifications.
Bid Items No. 1, 1A, 1 B — Provide Traffic Control
Traffic Control, Traffic Control plan, construction signing and traffic maintenance shall comply with the provisions of Subsections 5-7, 600 and 601 of the Standard Specification, Subsection 56-2 of the Caltrans Standard Specifications, and the current requirements set forth in the "Manual of Traffic Controls for Construction and Maintenance Work Zones" published by the Department of Transportation, State of California, and Manual on Uniform Traffic Control Devices (CA-MUTCD), Latest Edition, by the Federal Highway Administration and California, the traffic control plans and these Special Provisions.
The Contractor shall maintain the following clearances from the edge of traffic lanes:
1) 5 feet to any excavation,
2) 2 feet to curbs or temporary concrete barriers,
3) 10 feet to poles and other obstructions on uncurbed roadways.
If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, the Contractor shall provide all protective devices required by the Engineer to adequately protect the public.
PUBLIC CONVENIENCE
Within ten working days after the date of the Agency's execution of the Contract Agreement the Contractor shall submit a proposed Construction Schedule for approval.
Based on the approved project schedule, the Contractor shall notify residents and businesses of the proposed work and post temporary "NO PARKING" signs at no cost to the City. Signs shall be posted at all intersections, and on each side of the street a maximum of 200 feet between signs. Signs may not be attached to existing poles, streetlights standards or trees. All signs must be posted on delineators or stakes provided by the Contractor. The "NO PARKING" signs shall be in place not less than Exhibit 1 BN7
seventy two (72) hours prior to performing the work; therefore a request for changes in the schedule requiring additional posting shall be submitted by the Contractor for approval by the Engineer at least seventy-two (72) hours prior to reconstruction and paving the street. All conflicting parking signage shall be covered.
Due to the nature of this project involving major inconvenience to residents and businesses, a good Public Relations Program is mandatory and evidence of satisfactory past performance in this area will be required.
The Contractor is to distribute two (2) "Public Notice" to each residence and business affected by the project. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least seventy two (72) hours prior to the start of work on a specific section of the street. A sample copy of the notice must be approved by the City. Said notice shall be attached to a red information hanger provided by the Contractor and hung on the gate or front doorknob. The Contractor shall also coordinate with the bus services to ensure the safe operation of buses and access to bus stops in the construction area. Notices shall be in English and Spanish languages.
The Contractor shall also coordinate with the street sweeping, trash disposal, Bell Gardens Bus Lines and postal services agencies to ensure the safe operation of their vehicle and access in the construction area.
All complaints received by the City associated with the construction project alleging damage to private property and vehicles shall be responded to by the Contractor within twenty-four (24) hours (one working day) of notification. Failure to comply with this provision may result in a penalty of One Hundred dollars ($100.00) per occurrence.
All trucks which the Contractor proposes to use, that exceed the legal load limit when loaded will be required to have overweight permits issued by the City.
The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Subsection 601 of the General Provisions.
PROTECTION OF WORK AND PUBLIC
The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contractor shall repair the defective area in accordance with these special provisions.
CONSTRUCTION SIGNING
Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the "California Manual on Uniform Traffic Control Devices," CA-MUTCD. The traffic control system shall be installed on a road prior to starting work for that road and shall not be removed until all work has been completed on that road. Existing speed limit signs, which conflict with the work zone Exhibit 1 BN8
speed limit, shall be covered during the entire construction period.
TRAFFIC MAINTENANCE
The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 601 of the Standard Specifications and these Special Provisions.
The Contractor shall prepare all necessary traffic control plans and submit to the City for approval at the pre -construction meeting. The traffic control plans shall be prepared by a California Licensed Traffic Engineer and shall show:
1. Notification Signs.
2. Existing and temporary lane lines.
3. Dimensions of the work zone and street improvements.
4. Advance warning signs.
5. Delineators
6. Lighting, for nighttime work.
The plans shall be submitted to the City at the preconstruction meeting prior to commencing work and shall incorporate a complete and separate plan for each stage of construction proposed by the Contractor. This plan shall indicate the sequence of lanes or portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction. The traffic control plans shall state-
1. That the plan will conform to "California Manual on Uniform Traffic Control Devices," CA-MUTCD.
2. Emergency contact person and phone number.
3. Minimum lane widths and minimum clearance to obstructions.
The traffic control plan shall be approved by the City of Bell Gardens prior to beginning any removals.
The Contractor shall cooperate with the City of Bell Gardens relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.
The Contractor shall furnish and install construction notification signs as shown on traffic control plans and as specified by the City of Bell Gardens.
The Contractor shall provide for controlled pedestrian crossings through the work.
Crossings shall provide pedestrians with a means of passing over or through the work without tracking tack coat or hot asphalt concrete or P.C.C. work or endangering pedestrian safety. All temporary pedestrian crossings shall be in compliance with the latest Americans with Disabilities Act design standards and supplements.
At intersections, if a crossroad needs to be temporarily closed when work is in progress through the intersection and the anticipated traffic delay is more than five (5) minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing of the detour route Exhibit 1 BTf 69
shall be approved by the Engineer prior to installation of the detour and closure of the road.
The Contractor shall provide for one lane of travel in each direction at all times unless approved by the Engineer. When two-way traffic is restricted to one lane in each direction, and when applying paving past intersecting roads, traffic shall be controlled as required by the "California Manual on Uniform Traffic Control Devices," CA-MUTCD. A pilot car and driver will be required at various locations if control by flaggers and/or control devices proves deficient in the opinion of the Engineer. In no case shall the Contractor provide less than one (1) lane of travel in each direction through the construction zone including cross -streets.
Contractor's equipment and personal vehicles of the Contractor's employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment shall be confined to an approved storage site selected by the Contractor and approved by the City.
TEMPORARY GUIDE MARKERS
Temporary guide markers shall be portable Caltrans Standard Specifications approved delineators. Only one type of temporary guide marker shall be used on any road at any one time.
Temporary guide markers shall be placed adjacent to the edge of all vertical lips or excavations that exceed 3/4 inches. If the temporary guide markers are damaged, or are not in an upright position, from any cause, said markers should immediately be replaced or restored to their original locations, in an upright position by the Contractor.
PORTABLE DELINEATORS
The vertical portion of the portable delineators shall be brilliant orange or predominantly orange in color. The posts shall be not less than 100 square inches, measured through the vertical axis of the delineator, normal to the roadway. The minimum height shall be thirty-seven (37) inches above the traveled way.
Two 4-inch nominal width reflective bands shall be mounted a minimum of 1 '/2 inches apart and at a height on the post so that one reflective band will be between 2.5 feet and 3 feet above the roadway surface.
Reflective bands shall be flexible vinyl plastic, either white or yellow, and shall have not less than the following dry reflective values at a 0.2-degree divergence angle, expressed I units if candlepower per foot-candle per square foot. The wet reflective values shall not be less than ninety percent (90%) of the dry values.
Dry Reflective Value
Angle of Incidence 40 50 300
White 250 165 50
Exhibit 1 BTf 70
Yellow 10 110 50
All tests for reflective values shall be performed in accordance with California Test Method No. 642.
The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed thirty (30) feet on tangents or twenty (20) feet on curves.
FLUORESCENT TRAFFIC CONES
Provide lighted flashers and lighting for nighttime. Traffic cones shall be fluorescent new or reconditioned and of good commercial quality, flexible material suitable for the purpose intended. The outer section of the portion above the base of the cone shall be highly pigmented fluorescent orange polyvinyl compound. The overall height of the cone shall be anchored in a manner such that the traffic cone will remain in an upright position. Lighted flashers and lighting shall be provided additionally for nighttime.
The fluorescent traffic cones shall be spaced as necessary for proper delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.
STRIPING
Temporary striping and marking which has no further use shall be removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.
RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES
The Contractor shall conduct all operations so as to provide access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public.
The Contractor shall construct temporary A.C. ramps or equal to provide safe and drivable access to residents and business properties daily.
The Contractor shall coordinate all shipments and deliveries to businesses. If steel plates are required, they shall be provided by the Contractor at no additional cost to the City.
The Contractor shall be responsible for furnishing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done.
No additional amounts shall be paid for erosion control, erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil deposited on public streets by construction traffic.
Payment for Traffic Control shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for providing and maintaining safe traffic control including all temporary signs, striping and delineation, preparing and providing traffic Exhibit 1 BTf 71
control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, public agencies and the City of Bell Gardens; and complying with the requirements specified in those licenses and permits, coordination, field office facility; and incidentals necessary to perform all related items of work.
Bid Item No. 2, 2A, 2113 — Place Slurry Seal Type II with 3% Latex SECTION 203-5 — EMULSION -AGGREGATE SLURRY
203-5.2 Materials
Materials shall conform to Subsection 203-5 of the Standard Specifications, except as modified herein. Emulsion — aggregate slurry shall be Type II, unless otherwise indicated on the plans or in these specifications. The amount and type of accelerator used shall be approved by the Engineer.
Emulsified asphalt shall be CQS-1h
Prior to a change of emulsion, Contractor shall thoroughly clean all emulsion tanks and mixing units to prevent any chemical reaction between the two applications.
Contractor shall schedule and coordinate the delivery of aggregate to the stockpile(s) such that: (1) deliveries originate at the plant and arrive at the stockpile site within normal work hours on the same calendar day, (2) delivery site and project name are explicitly state on each delivery ticket, (3) successive deliveries on the same calendar day show the cumulative total for that day, (4) copies of all delivery tickets are delivered to the Engineer before the end of the working day, whereas any delivery tickets not so delivered may be rejected be the Engineer. Any deviation from this process must have the prior approval of the Engineer.
203-5.6 Test Reports and Certification. A certification of material compliance shall be provided at least 48 hours prior to delivery of emulsion to the project.
Testing shall be accomplished by an accredited materials testing laboratory approved by the Engineer and paid for by the Contractor. Tests performed shall provide values corresponding to all parameters set forth in the table of requirements for the materials specified.
SECTION 302 — ROADWAY SURFACING
302-4 EMULSION —AGGREGATE SLURRY
302-4.2 Mixing
302-4.2.1 General. Transit mix trucks shall not be used.
Contractor shall arrange with the City for appropriate areas for stockpiling and batching.
The stockpile areas shall be thoroughly cleaned, removing all excess material and all Exhibit 1 BT1 92
material contaminated by spilled oil, and left with a neat, orderly appearance upon completion of slurry operations in that area.
All trucks which the Contractor proposes to use that exceed the legal load limit will be required to have overweight permits from the Agency.
Prior to the beginning of slurry operations, Contractor shall furnish, at no cost to the Agency, a current licensed weigh master's certificate indicating the net weight capacity of the aggregate bin.
Contractor shall supply the Engineer with licensed weigh master's certificates of weights for all aggregate delivered to the job during the course of each day. Aggregate so certified as being delivered for use in the contract shall be used only in the slurry mixture for this contract. Contractor shall also present weigh master's certificates for the amount of such aggregate remaining unused at the completion of the contract at no cost to the Agency. Payment shall be determined by deducting the amount of unused aggregate from the total amount of aggregate delivered, all as shown on the licensed weigh master's certificates. The certificates shall be presented to the Engineer on the same day the aggregate is delivered.
Water (excluding that water in the emulsified asphalt) shall be added at a rate of from 5 to 10 percent by weight of dry aggregate to ensure proper dispersion of the emulsified asphalt and proper workability, while (1) avoiding excess water which would allow separation and settlement of the aggregate, (2) avoiding insufficient water which would result in balling and coagulation in the mixer, and (3) permitting uncontrolled vehicular traffic as specified herein. The exact rate will be determined by the Contractor based upon field conditions subject to approval of the Engineer. 302-4.2.2 Continuous -Flow Mixers. The mixing unit shall be equipped with a fines feeder for addition of accelerator.
The spreader box shall be equipped with a suitable drag to erase ridges. A minimum 2- foot length of burlap material shall be attached to the entire width of the drag. The spreader box shall be equipped with a steering device.
The slurry spreader box shall be maintained in a good state of repair at all times. The spreader box main strike off squeegee (rubber) shall be new at the beginning of the contract and shall be maintained in a good state of repair throughout the contract.
Equipment shall be available for inspection before the beginning of the contract and again before work is to be accomplished.
302-4.3 Application
302-4.3.1 General. The first paragraph of Subsection 302-4.3.1 of the Standard Specifications is hereby deleted and replaced with the following:
The work shall consist of preparation, mixing asphaltic emulsion, aggregate, accelerator and water, and spreading the mixture on the pavement where shown on the plans.
Exhibit 1 BTf 73
Type II slurry shall be applied at an approximate rate of 1,100 square feet per extra long ton.
Actual spread rates shall be approved by the Engineer.
302-4.3.1.1 Preparation. Prior to application of the slurry, all cracks '/4 inch wide or greater shall be cleaned by blowing out debris with high pressure compressed air and the surrounding area shall be swept the same day. See following Section on Crack Sealing.
All isolated holes and spalls greater than 12 inch in width shall be skin patched and filled with AC F-AR-4000 compacted flush with existing surface.
Preparation shall include protection of pavement markers, manhole and valve covers, trimming of interfering trees, shrubbery and ground growth, removing trimmed vegetation, controlling nuisance water, and sweeping. Immediately prior to slurry application, the surface shall be cleaned of dust, dirt and other foreign material.
Contractor shall protect existing raised pavement markers, vault covers, manholes, valve box covers by means approved by the Agency prior to the commencement of any slurry application.
Slurry on each street should be spread from projection of curb/gutter line of crossing street.
Slurry shall not be applied over any manhole, valve, survey monument, or miscellaneous frames and covers. Any material used to protect such devices shall be removed and disposed of lawfully by the Contractor.
302-4.3.2 Spreading The first sentence of Subsection 302-4.3.2 is hereby deleted and replaced with the following:
Slurry seal shall be placed only when the ambient temperature is above 50 degrees Fahrenheit and rising and the weather and air is dry. No slurry shall be placed during inclement weather or the threat of. Contractor will bear the responsibility of cancellation of work on these days and will be responsible for any damages which may arise from non -cancellation. The Contractor will be responsible for making corrective measures as necessary for removing and replacing any sealed surface that does not cure sufficiently within five days to prevent tire tracking. The weather and air of the day prior to beginning of slurrying shall have been dry and above 50 degrees Fahrenheit.
Each slurry crew shall be composed of a coordinator at the project site at all times, a competent quick -set mixing person, a competent driver, and sufficient laborers for any handwork and cleanup.
Prior to commencement of work, Contractor shall perform test sections for review and approval by the Engineer. The area of the test sections shall be at least 5,000 square feet. The section locations shall be in the area of the work, to be specified prior to construction. In no case will the Contractor begin operations until the test sections have Exhibit 1 BR 4
adequately cured and he has received written approval by the Engineer. The approved mix design and test section shall be considered the standards for the operation.
No slurry seal shall be placed on a wet street or crossing without the Engineer's consent.
In areas with existing asphalt berms, the slurry application shall include the entire berm.
Intersections and commercial driveways shall be completed in two parts to allow ingress and egress to traffic. Sand may be spread over the fresh slurry only with the permission of the Engineer.
The cost of cleanup and/or damage caused by vehicles tracking through the slurry seal will be born solely by the Contractor.
All slurried streets shall be swept by power broom six (6) days after spreading. 302-4.4 Public Convenience and Traffic Control. The spreading schedule shall list the street segments in order of proposed application and denote which segments are to be completed each day.
The first paragraph of Subsection 302-4.4 of the Standards Specifications is hereby deleted and replaced with the following:
At least 7-working days prior to commencing work, the Contractor shall submit this slurrying schedule to the Engineer for approval. This schedule shall allow ample on - street parking within a reasonable distance from homes and businesses for people affected by the slurry work on the streets. Requests for changes in the schedule shall be submitted by the Contractor to the Engineer for approval at least 48 hours (2 working days) prior to the scheduled slurry of the streets involved.
Temporary "No Parking" signs shall be posted at least 48 hours, but no more than 72 hours, in advance of the work. The signs shall be placed no more than 240 feet apart on each side of the street and at shorter intervals if conditions warrant. The Contractor shall provide the signs and will be responsible for adding the dates and hours of closure to the signs, removal of the signs, and furnishing and placing of barricades, if necessary, for posting of the signs. All signs shall be removed within 48 hours after the effective date. No signs shall be attached to trees, buildings, boxes, etc. in the right-of- way. Temporary traffic cone posts shall be used.
Failure of the Contractor to meet and complete his daily schedule due to conditions under his control once a street has been posted and the aforesaid time provisions for changes in the schedule have elapsed will result in damages being sustained by the Agency. Such damages are, and will continue to be, impractical and extremely difficult to determine. For each day the Contractor fails to meet and complete the schedule after posting and after the aforesaid time provisions for changes in the schedule have elapsed, the Contractor shall pay to the Agency, or have withheld monies due to him the sum of five hundred dollars ($500) as liquidated damages for each calendar day.
Exhibit 1 BTf 75
In addition, the Contractor shall hand deliver a public notice to all adjacent residents and businesses affected by the work at least 48 hours (2 working days) in advance of the application of slurry.
Contractor shall provide barricades and other traffic control devices as necessary to eliminate traffic on areas of fresh slurry that might sustain damage from such traffic.
Whenever striping is obliterated, temporary reflective raised pavement markers shall be placed prior to the end of the working day that the striping is obliterated. The minimum striping delineation to be provided shall be temporary reflective raised pavement markers placed at longitudinal intervals of not more than 24 feet. The temporary reflective raised pavement markers shall be double yellow for the centerline and white for the lane line.
Temporary reflective raised pavement markers shall be placed in accordance with the manufacturer's instructions and shall be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive which shall not be used. 302-4.2 Measurement and Payment. The second paragraph of Subsection 302-4.5 of the Standard Specifications is hereby deleted and replaced with the following:
The contract unit price per Extra Long Ton (ELT) shall include full compensation for furnishing and installing emulsion polymer as specified, accelerator or retardant and water, and all preparation, traffic control, temporary striping delineation, rubber tire rolling where specified, and other incidentals described in the work and no additional compensation shall be allowed thereof.
Bid Item No. 3, 3A, 3B — Install Crack Seal and Spray Weed Killer Crack Sealing
Add the following section:
Cracks to be repaired shall include longitudinal and transverse cracks and/or combination thereof and shall include cracks equal to'/4 inch and greater wide.
The contractor shall spray all cracks to be sealed with "Round Up" weed killer solution manufactured by Monsanto Company or approved equal; at the rate recommended by the manufacturer. The chemical solution shall be mixed with purple dye to facilitate inspection. Any crack without purple color showing after spraying, the Contractor shall be directed to spray these cracks again at no additional cost to the City.
Seven (7) calendar days after chemical application, the Contractor shall remove all weed and vegetation by mechanical means using a 1/4 inch wide rotating blade to ensure proper vegetation removal in narrow cracks.
Exhibit 1 B91 A
All cracks shall be routed. Those cracks that are inch to % inch wide shall be routed to a minimum of '/2 inch wide and 1 inch deep. Those cracks greater than % inch wide shall be cleaned and routed to a depth of a minimum of 1.5 inches.
All routed material and foreign debris shall be blown and/or removed from the cracks using no less than a 175 cfm air compressor at 100 psi (with a special sand for blowing) to ensure cleanliness of asphalt walls.
Moisture shall be removed using a hot air lance accompanied by no less than a 175 cfm compressor producing an air stream velocity of 3,000 ft/sec and heated air temperature of 295F with no direct flame.
The routed and cleaned cracks shall be filled with crack sealant RS-1 or equal, by inserting a nozzle into the crack and filing it from the bottom up, in such manner that does not result in sealant bridging or entrapped air pockets. With larger cracks settlement and temperature shrinkage may occur, thus requiring a second application to bring the material up to the surface. Immediately after sealant installation, the material shall be squeegeed with a "U" shaped squeegee, striking off excess material and providing a band -aid effect with the sealant. Any excess sealant material shall be removed from asphalt surfaces and sealed cracks should be covered with sand.
Measurement and Payment
Payment for weed killer and crack sealing shall be at the contract Lump Sum price bid for this item of work. Payment shall include all labor, material, equipment and incidental required to complete all of the work as detailed above and no additional compensation shall be allowed thereof.
Bid Item No. 4 — Cold Mill Existing AC Pavement (2" Deep) The following is applicable for all cold milling. Cold milling shall conform to the provisions of Section 404 of the Standard Specifications for Public Works Construction.
The Contractor shall cold mill existing asphalt concrete (AC) pavement to the depth required for the placement of new pavement as shown on the Plans and as directed in the field by the Engineer. All work shall be completed in accordance with lines and grades, and typical cross -sections shown on the drawings. Any extra cold milling beyond the shown limits shall be at the Contractor's expense.
All existing asphalt concrete (AC) pavement to join new construction shall be sawcut in a straight line. Contractor shall exercise due caution to avoid any damage to existing improvements, protecting in -place of existing water mains, sewers, storm drains, meters, valve covers, wall, fences, curbs, fire hydrants, telephone and power poles, and other existing structures.
It is the Contractor's responsibility to perform whatever additional exploration is necessary to avoid causing any damage to the existing utilities under the work area.
Any damage done by the Contractor shall be repaired or replaced as called out in Section 402 of the Standard Specifications for Public Works Construction at the Exhibit 1 B91V2
Contractor's expense.
This work shall consist of cutting existing asphalt concrete (AC) pavement to facilitate its removal. Any sawcutting shall be accomplished by the use of a power -driven saw to provide a clean, straight break without loosening, cracking, or damaging adjoining asphalt or concrete. A clean sawcut edge shall be maintained until surface course AC is constructed. Under this item, the use of a grinder will not be allowed in lieu of power - driven saw.
During the cold milling operation, the Contractor shall remove all loosened materials from milled areas, haul away and dispose of them at a legal site and submit evidence of the proper disposal to the City of Bell Gardens. The Contractor shall abate dust nuisance by cleaning, sweeping, and sprinkling with recycled water (if available) or other means as necessary.
Any petromat found during grinding shall be removed by scraping and by burning it with a torch.
The Contractor shall be responsible to assume the cost of removing, hauling, recycling and any other incidental of any petromat found during grinding operation and no adjustment on the Bid price shall be made. Also, The Contractor shall remove all asphalt residuals along existing gutter.
Crack Sealing (Not a Bid item)
After the completion of the cold milling operation, 1/4" wide cracks and larger shall be cleaned by hot air blowing to provide intact bonding surfaces which are free of moisture and debris. After the cracks have been properly cleaned, they shall be sprayed with an approved soil sterilant, and then filled with SS-1 H asphaltic emulsion and sanded.
Cracks and pop -outs larger than 1" wide shall be sealed with a D2-SC-800 stockpile mix.
Payment for Cold Milling of Existing Asphalt Concrete (AC) Pavement shall be paid for at the price bid per Square Foot (SF) and shall be considered full compensation for furnishing labor, materials, equipment, sawcutting, removals, hauling and disposal of asphalt concrete materials excavated or grinded, grade for the base, crack sealing, compaction and no additional compensation will be allowed therefore. Payment for the removal of Petromat fabric material shall be included in this bid item of work and no additional compensation will be allowed.
Exhibit 1 B91F8
Bid Item No. 5 — Construct 2"-Thick Asphalt Concrete Overlay Type C2-PG 64-10 The work in this section shall include all labor, materials, and equipment required to complete all asphalt concrete paving work as follows.
• C2-PG 64-10 — Depth as indicated on the plans.
This bid item includes the placement of asphalt concrete (AC) Overlay course over existing or proposed AC Base course to a minimum depth of 2 inches as shown on the project plans.
Work shall conform to Sections 203-6 of the Standard Specifications for Public Works Construction, these Specifications and as directed by the Engineer.
The Contractor shall submit to the City Engineer a written Construction Plan for the project that include; street sweeping equipment, paving equipment and speed, finish roller type, number of passes required, amplitude and period of roller vibration (if used) and truck haul route.
Pneumatic rollers shall not be used. Placement of asphalt concrete shall be installed with a 3 or 5-ton tandem roller. Either vibratory or static will be determined by the City Engineer.
All asphalt concrete work shall be performed in accordance with Subsection 302-5 "Asphalt Concrete Pavement" of the Standard Specifications for Public Works Construction and these Specifications.
Prior to the placement of asphalt concrete, Contractor shall clean up milled surface by sweeping or washing before any overlay pavement takes place. Otherwise the dirt and dust will decrease the bond between the new overlay and the existing pavement. When sweeping, more than one pass is needed to remove all the dirt and dust. If the milled surface is washed, the pavement must be allowed to dry prior to pavement. All debris, dirt, and gravel from the surface should be removed and a tack coat of grade SS-1H emulsified asphalt conforming to the provision in Subsection 203-3 "Emulsified Asphalt" of the Standard Specifications of Public Works Construction shall be uniformly applied to all existing pavement surfaces and contact surface edges.
A Certificate of Compliance shall be required from the supplier of the asphalt concrete and delivered to the Engineer not less than Ten (10) working days prior to any scheduled asphalt concrete work. Asphalt concrete shall be placed, compacted to 95% relative density.
The field density of compacted Asphalt Concrete (AC) pavement shall be determined by a nuclear asphalt testing device, tested and calibrated in conformance with California Test 375, in the field designed to measure the density of pavement of the thickness being constructed. All test sections (and any such areas where cores are taken for calibration) shall have compactions consistently in excess of 95% based on the nuclear gauge.
Exhibit 1 Bqj 7%
Mix designs submitted for review shall have been performed within Fifteen (15) days from Award of Contract. At the beginning of the paving operation, Contractor shall cooperate with City Engineer and establish a rolling pattern to obtain acceptable density in the compacted asphalt concrete surface. Once the rolling pattern is established, Contractor shall follow this pattern unless otherwise directed by the Engineer.
Tack Coat (Not a Bid Item)
Asphalt emulsion binder shall comply with Section 302-5.4, "Tack Coat, of Standard Specification for Public Works Construction and these Specifications, and as directed by the Engineer.
When asphalt concrete is placed in contact with existing asphalt concrete, the surface shall be completely dry of water, clean of dirt and debris, and a tack coat of asphaltic emulsion shall be applied to insure proper bond. Asphaltic emulsion shall be applied to all vertical surfaces of existing pavement, curbs, and gutters, and construction joints against which asphalt concrete material is to be placed, to pavement to be surfaced and to other surfaces designated in the specifications or as directed by the City Engineer.
The overlay shall not be placed until the binder has cured to the point where it is tacky to the touch and as directed by the Engineer. Asphalt emulsion binder shall be applied so far in advance of placing the surfacing as permitted by the City Engineer.
Immediately in advance of placing the overlay, additional asphalt emulsion binder shall be applied as directed by the Engineer to areas where the asphalt emulsion binder has been damaged, and loose or extraneous material shall be removed, and additional compensation will not be allowed.
The area to which asphalt emulsion binder has been applied shall be closed to public traffic. Care shall be taken to avoid tracking binder material onto existing pavement surfaces beyond the limits of the construction.
A tack coat shall be applied to all concrete or gutter surfaces that will be in contact with the asphalt surfacing. The tack coat shall consist of PG-64-10 paving asphalt. It shall be furnished and applied in accordance with the requirements of Section 203, and 302- 5 of the SSPWC.
Apply tack coat at a rate not to exceed one -tenth (1/10) gallon per square yard uniformly in one coat on all vertical joins of AC patching and PCC surfaces and edges against which AC is to be placed. The surface to be covered shall be thoroughly cleaned of all dirt and loose materials prior to application of the asphalt binder.
The contract unit price paid for "Asphalt Concrete Pavement," shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in constructing asphalt concrete overlay complete in place as shown on the project plans found and as specified in these specifications.
Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the specifications of the Exhibit 1 Bq1�$
contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be al- lowed for hauling rejected material.
Payment for asphalt emulsion binder (Tack Coat) and preparation for overlay shall be included in the contract unit price paid for Asphalt concrete pavement.
Payment for Asphalt Concrete Overlay (2"-Thick) will be measured and paid by the Ton (TON) actually placed accompanied by weight certificates which shall be furnished by the Contractor to the Engineer at the job site upon delivery of the material.
Certificates shall be a legible copy of a licensed weigh master's certificate showing gross tare, and net weight of each truckload of asphalt concrete. Measurement shall conform to Section 7-1 of Standard Specifications of Public Works Construction.
Bid Item No. 6, 6A, 6B — Traffic Striping, Markings and Curb Painting Traffic stripes, pavement markings of arrows, symbols, numbers and words, shall conform to the California Department of Transportation Standard Specifications: Section 84-3 Painted Traffic Stripes and Pavement Markings, latest edition.
Raised pavement markers shall conform to the California Department of Transportation Standard Specifications Section 85, current edition, and shall be of type as called for on the plans.
Traffic signs shall conform to the California Department of Transportation Standard Specifications: Section 56-2 Roadside Signs, current edition and California MUTCD current edition.
The Contractor shall furnish the necessary control points for all striping and markings, and shall be responsible for the completeness and accuracy thereof to the satisfaction of the City Engineer.
Painted and raised pavement marker removal shall conform to Section 15 of the CALTRANS Standard Specifications, current edition. All striping and/or red/blue curb designated or required to be removed shall be removed by a method approved by the City Engineer. All residue remaining as a part of the removal operations shall be removed from the site. See plans for use of paint only, City stencils and painting beyond project paving at intersections.
Layout shall be approved, in writing, by the City Engineer prior to painting.
Markings, as used in these Specifications, include both lines and miscellaneous markings applied to the pavement surface, painting of red and blue curb and the installation of raised pavement markers. Materials and installation for painted and raised pavement marking shall conform to Sections 84 and 85 of CALTRANS Standard Specifications, current edition.
Existing paint removal by either wet sandblast or grinding shall conform to Section 15 of Exhibit 1 Bq1�)
the CALTRANS Standard Specifications, current edition. All residue remaining as a part of the removal operations shall be immediately removed from the site.
The Contractor shall provide cat tracking for the centerline and lane lines the same day, following paving operations. Reflectorized "slurry tabs" may be used in lieu of painted cat tracking.
Payment for Traffic Striping, Markings and Curb Painting shall be a Lump Sum amount and shall be considered full compensation for furnishing all labor, materials (including adhesives, glass beads, and paint), tools, equipment and incidentals necessary to perform all work, involved in, or appurtenant to the installation of pavement striping, raised reflective pavement markers, painting curbs, grinding -off concrete surface, including removal and installation of traffic signs and posts as indicated, complete in place for the width specified, and pavement markings of arrows, symbols, numbers and words, as shown on the plans and as required by the Project Specifications and no additional compensation will be allowed.
Bid Item No. 7, 7A, 7B — Furnish and Install Public Improvement Project Signs The Contractor shall supply, erect, and maintain, in good standing free of graffiti markings, public improvement project signs for the duration of construction according to the specifications set forth below. A scaled layout of the sign shall be submitted to the City Engineer for approval prior to fabrication. The sign is illustrated in Appendix "E." Size: 4 feet by 4 feet sheet plywood mounted on posts with a 7 feet clearance above ground level.
Materials: 3/4-inch (exterior type) plywood (C-C EXT-DFPA grade).
Support: 4-inch by 4-inch by 11 feet posts.
Mounting: Frame shall be constructed using 2 inches by 6 inches by 8 feet skids centered on each post and 2 inches by 4 inches by 5 feet 6 inches 60 degree brace for each skid and a 2 inches by 6 inches cross -strut between the bottom of the posts all of bolted construction. Plywood panel shall be mounted using 1/2 inch by 8 inch carriage bolts at 24 inches (maximum) on center.
Paint: Panel Face: Three coats outdoor enamel (sprayed) Panel Rear and Frame: Two coats outdoor enamel (sprayed).
Color: Stark white background and blue lettering.
Lettering: Silkscreen enamels, Helvetica medium.
Covering: 1/4 inch clear plastic.
Exhibit 1 B91 3Z
Location: The signs shall be placed at each end of the street that work is being constructed on. If various locations of work are included, the signs will be moved by the Contractor per the AGENCY's schedule.
Disposition: After the Notice of Completion is issued, the sign shall become the property of the AGENCY, and the Contractor shall deliver the sign to the Public Works Facility at no expense to the AGENCY.
Payment for Furnish and Install of Public Improvement Project Signs shall be based on Each (EA) Unit Price basis and shall include full compensation for all labor materials, tools, equipment, and for doing all work involved, including delivery of the signs to the Public Works Facility at the end of the project.
Exhibit 1 B91g
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CONTRACT DRAWINGS
Exhibit 1 1184
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DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)
CONTRACTOR REGISTRATION NUMBER FORM
Exhibit 1 1185
Department of Industrial Relations (DIR)
Contractor Registration Number
Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website: httr):// www.dir.ca.gov/Public-Works/PublicWorks.html .
Per this requirement, provide the following information:
Contractor Name
Contractor Department of Industrial Relations Registration Number:
Expiration Date of Registration Number
*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID)
Exhibit 1 1186
APPENDIX "C"
STANDARD PLANS
Exhibit 1 1187
LIST OF STANDARD PLANS
CALTRANS
Std. Plan No. Description
A20A, A20B & A20D Pavement Markers and Traffic Lines
A24A, A2413, A24C, A24D, Pavement Markings Arrows, Symbols, Numerals, A24E, A24F & A24G Words, Limit Lines, Crosswalks
Exhibit 1 1188
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ALEJANDRA CORTEZ, MAYOR
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JORGEL CHAVEZ, COUNCILMEMBER
MARIA PULIDO, COUNCILMEMBER
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OFFICE OF THE CITY MANAGER
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AGENDAREPORT
Item 20.
TO: Honorable Mayor and City Council Members
FROM: Michael B. O'Kelly, City Manager
BY: Bernardo I niguez, Director of Public Works/Facilities SUBJECT: RESOLUTION APPROVING ATHIRD AMENDMENT TO ENGINEERING SERVICES AGREEMENT WITH BOWMAN INFRASTRUCTURE ENGINEERS LTD. DBA
INFRASTRUCTURE ENGINEERS TO EXTEND THE TERM FOR ONE ADDITIONAL MONTH
DATE: November 13, 2023
RECOMMENDATION:
It is staff's recommendation that the City Council adopt the attached Resolution authorizing the City Manager to execute the Third Amendment with Bowman Infrastructure Engineers Ltd. dba Infrastructure Engineers.
BACKGROUND/DISCUSSION:
The City Council awarded a three-year agreement to Bowman Infrastructure Engineers Ltd. dba Infrastructure Engineers ("I E") on November 13, 2017, with an effective date of November 27, 2017, which included an option to renew for two (2) additional years. The agreement was renewed for the optional two (2) years and on June 13, 2022, the City Council approved the Second Amendment to the agreement, which extended the term through November 27, 2023, to allow the City to undergo a rigorous Request for Proposals process.
On October 10, 2023, Public Works released a Request for Proposals for Municipal Engineering Services ("RFP"). Proposals in response to the RFP are due on November 9, 2023, and a recommendation of award to the City Council is anticipated by December 11, 2023, for a new multi -year contract with the successful proposers.
CONCLUSION:
Approving the Third Amendment would extend the I E agreement term for one additional month, which will allow staff to complete the process for a competitive engineering services procurement without interruptions in engineering services.
FISCAL IMPACT:
Funding for contract engineering services is available in the FY 2023/24 budget.
ATTACHMENTS:
Exhibit 1 - Resolution No. 2023-106
Exhibit 2 - Third Amendment
APPROVED ELECTRONICALLY BY:
Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney and/or Susie Altamirano, Assistant City Attorney 1212
Manuel Carrillo, Director of Finance and Administrative Services 1213
RESOLUTION NO. 2023-106
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELL
GARDENS, CALIFORNIA, APPROVING A THIRD AMENDMENT TO THE
PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF
BELL GARDENS AND BOWMAN INFRASTRUCTURE ENGINEERS
LTD. DBA INFRASTRUCTURE ENGINEERS
WHEREAS, on November 27, 2017, the City of Bell Gardens ("City") entered into a Professional Services Agreement with Infrastructure Engineers for engineering services; and
WHEREAS, the Master Agreement was revised by way of an Amendment that was executed on January 31, 2019 (hereinafter, "First Amendment"); and WHEREAS, the Master Agreement was later extended by way of a side letter that was executed on October 5, 2020 (hereinafter, "Side Letter No. 1"); and WHEREAS, the Master Agreement was once again extended by way of a side letter that was executed on October 5, 2021 (hereinafter, "Side Letter No. 2"); and WHEREAS, on June 13, 2022, the Master Agreement was further amended by way of a second amendment (hereinafter, the "Second Amendment") for purposes of extending the Agreement for an additional one (1) year to allow the City to undergo a rigorous Request for Proposals Process; and
WHEREAS, the Agreement is set to expire on November 27, 2022; and WHEREAS, staff issued a Request for Proposals for engineering services and anticipates bringing to the City Council a recommendation at the December 11, 2023, City Council Meeting; and
WHEREAS, the Parties wish to modify the Agreement to extend the Term of the Agreement to December 31, 2023 to prevent a lapse in services.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Bell Gardens as follows:
SECTION 1. The City Council, after consideration of the staff report and discussion, hereby finds that the above recitals are true and correct and incorporate them herein.
SECTION 2. Based upon the above recitals, the staff report accompanying this Resolution, and such other oral and written evidence, the Bell Gardens City Council hereby approves a Third Amendment to the Agreement with Bowman Infrastructure Exhibit 1 1214
Resolution No. 2023-1064
Engineers Ltd. dba Infrastructure Engineers which is attached to the staff report as Exhibit
2. SECTION 3. The City Council further authorizes and directs the City Manager and staff to execute the Third Amendment and take all actions necessary and appropriate to implement and effectuate the intent of the City Council as set forth in this Resolution.
SECTION 4. The City Clerk shall attest and certify to the passage and adoption of this Resolution and enter it into the book of original resolutions, and it shall become effective immediately upon its approval.
PASSED, APPROVED and ADOPTED this 13t" day of November, 2023.
APPROVED AS TO FORM:
THE CITY OF BELL GARDENS
Francis De Leon Sanchez, Mayor
ATTEST:
Stephanie Vasquez Daisy Gomez
City Attorney City Clerk
[Signatures on the following page]
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Exhibit 1 1215
Resolution No. 2023-1064
I, , City Clerk of the City of Bell Gardens, hereby CERTIFY that City Council Resolution No. was adopted by the Bell Gardens City Council at a regular meeting of the City Council held on
approved and passed by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
Daisy Gomez
City Clerk
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and was
Exhibit 1 1216
2023
THIRD AMENDMENT TO PROFESS IONALSERVICES AGREEMENT
(Engagement: Engineering Services)
(Parties: City of Bell Gardens and Bowman Infrastructure Engineers Ltd. dba Infrastructure Engineers)
THIS THIRD AMENDMENT (hereinafter, "Third Amendment") to that certain agreement entitled "Professional Services Agreement Between the City of Bell Gardens and Infrastructure Engineers" and dated November 27, 2017 (hereinafter, "Master Agreement"), is hereby made and entered into this day of November 2023 (hereinafter, "Effective Date") by and between CITY OF BELL GARDENS, a municipal corporation (hereinafter, "City") and BOWMAN INFRASTRUCTURE ENGINEERS LTD.
DBA INFRASTRUCTURE ENGINEERS (hereinafter, "Consultant"). For purposes of this Third Amendment, the capitalized term "Parties" shall be a collective reference to both City and Consultant. The capitalized term "Party" may refer to either City or Consultant interchangeably, as appropriate.
RECITALS
This Third Amendment is made and entered into with respect to the following facts:
WHEREAS, on November 27, 2017, the Parties executed and entered into a Professional Services Agreement for the Consultant to provide engineering services; and WHEREAS, the Master Agreement was revised by way of an Amendment that was executed on January 31, 2019 (hereinafter, "First Amendment"); and WHEREAS, the Master Agreement was later extended by way of a side letter that was executed on October 5, 2020 (hereinafter, "Side Letter No. V); and WHEREAS, the Master Agreement was once again extended by way of a side letter that was executed on October 5, 2021 (hereinafter, "Side Letter No. 2"); and WHEREAS, on June 13, 2022, the Master Agreement was further amended by way of a second amendment (hereinafter, the "Second Amendment") for purposes of extending the Agreement for an additional one (1) year to allow the City to undergo a rigorous Request for Proposals Process; and
WHEREAS, for purposes of this Third Amendment, the Master Agreement as amended by way of the Second Amendment, First Amendment, Side Letter No. 1, and Side Letter No. 2, may be referred to collectively as the "Agreement". The Agreement is attached and incorporated hereto as Exhibit "A"; and
WHEREAS, the Agreement is set to expire on November 27, 2022; and 1 Exhibit 2 1217
WHEREAS, staff issued a Request for Proposals for engineering services and anticipates bringing to the City Council a recommendation at the December 11, 2023, City Council Meeting; and
WHEREAS, the Parties wish to modify the Agreement to extend the Term of the Agreement to December 31, 2023, to prevent a lapse in services.
NOW, THEREFORE, in consideration of the mutual agreements contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and intending to be legally bound hereby, the Parties agree as follows:
SECTION 1. Section 4.1 (TERM) of the Master Agreement is hereby amended to extend the term of the Master Agreement through December 31, 2023.
SECTION 2. Except as otherwise set forth in this Third Amendment, the Master Agreement, First Amendment, Side Letter No. 1, Side Letter No. 2 and Second Amendment shall remain binding, controlling, and in full force and effect. Section 18.9 of the Master Agreement notwithstanding, this Third Amendment, together with the Master Agreement, First Amendment, Side Letter No. 1, Side Letter No. 2 and Second Amendment shall constitute the entire, complete, final, and exclusive expression of the Parties with respect to the matters addressed in both documents.
SECTION 3. The provisions of this Third Amendment shall be deemed a part of the Master Agreement, First Amendment, Side Letter No. 1, Side Letter No. 2 and Second Amendment and except, as otherwise provided under this Third Amendment, the Master Agreement, First Amendment, Side Letter No. 1, Side Letter No. 2 and Second Amendment and all provisions contained therein shall remain binding and enforceable.
In the event of any conflict or inconsistency between the provisions of this Third Amendment and the provisions of the Master Agreement, First Amendment, Side Letter No. 1, Side Letter No. 2 and Second Amendment, the provisions of this Third Amendment shall control, but only in so far as such provisions conflict with the Master Agreement, First Amendment, Side Letter No. 1, Side Letter No. 2 and Second Amendment, and no further.
[SIGNATURES ON NEXT PAGE]
2 Exhibit 2 1218
IN WITNESS WHEREOF, the Parties hereto have caused this Third Amendment to be executed on the day and year first appearing above.
CITY:
CONSULTANT:
CITY OF BELL GARDENS BOWMAN INFRASTRUCTURE
ENGINEERS LTD. DBA
INFRASTRUCTURE ENGINEERS
By: By:
Michael B. O'Kelly, City Manager
Name:
Title:
Date:
Date:
APPROVED AS TO FORM:
By:
Stephanie Vasquez, City Attorney
Date:
3 Exhibit 2 1219
EXHIBIT "A"
AGREEMENT
Exhibit 2 1220
2022
SECOND AMENDMENT TO PROFESSIONALSERVICES AGREEMENT
(Engagement: Engineering Services)
(Parties: City of Bell Gardens and Infrastructure Engineers) THIS SECOND AMENDMENT (hereinafter, "Second Amendment") to that certain agreement entitled "Professional Services Agreement Between the City of Bell Gardens and Infrastructure Engineers" and dated November 27, 2017 (hereinafter, "Master Agreement"), is hereby made and entered into this day of _ 2022 (hereinafter, "Effective Date") by and between CITY OF BELL ARDENS, a municipal corporation (hereinafter, "City") and INFRASTRUCTURE ENGINEERS (hereinafter, "Consultant"). For purposes of this Second Amendment, the capitalized term "Parties" shall be a collective reference to both City and Consultant. The capitalized term "Party" may refer to either City or Consultant interchangeably, as appropriate.
RECITALS
This Second Amendment is made and entered into with respect to the following facts:
WHEREAS, on November 27, 2017, the Parties executed and entered into a Professional Services Agreement for the Consultant to provide solid waste consultant services; and
WHEREAS, the Master Agreement was revised by way of an Amendment that was executed on January 31, 2019 (hereinafter, "First Amendment"); and WHEREAS, the Master Agreement was later extended by way of a side letter that was executed on October 5, 2020 (hereinafter, "Side Letter No. 1 "); and WHEREAS, the Master Agreement was once again extended by way of a side letter that was executed on October 5, 2021 (hereinafter, "Side Letter No. 2"); and WHEREAS, for purposes of this Second Amendment, the Master Agreement as amended by way of the First Amendment, Side Letter No. 1 and Side Letter No. 2 may be referred to collectively as the "Agreement". The Agreement is attached and incorporated hereto as Exhibit "A"; and
WHEREAS, the Agreement is set to expire on November 27, 2022; and WHEREAS, the Parties wish to modify the Agreement to extend the Term of the Agreement to allow the City to undergo a rigorous Request for Proposals process; and WHEREAS, the Parties further wish to adopt the revised "2022-2023 Hourly Rate Schedule", which is attached and incorporated hereto as Exhibit "B" (hereinafter, Exhibit 2 1221
"Revised Rate Schedule") which shall take effect November 28, 2022 in order to cover the extended term of the Agreement.
NOW, THEREFORE, in consideration of the mutual agreements contained herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and intending to be legally bound hereby, the Parties agree as follows:
SECTION 1. Section 4.1 (TERM) of the Master Agreement is hereby amended to extend the term of the Master Agreement through November 27, 2023.
SECTION 2. Section 5.1 (CONSULTANT SERVICES) of the Master Agreement is hereby amended to remove mention of hourly fees which shall now be addressed in the Compensation Section.
SECTION 3. Section 6.1 (COMPENSATION) of the Master Agreement is hereby amended to read as follows:
6.1 Consultant shall perform the services identified in the Scope of Services in accordance with the "2022-2023 Hourly Rate Schedule" which is attached and incorporated hereto as Exhibit "B" (hereinafter, "Revised Rate Schedule") which shall take effect November 28, 2022.
SECTION 4. Except as otherwise set forth in this Second Amendment, the Master Agreement, First Amendment, Side Letter No. 1 and Side Letter No. 2 shall remain binding, controlling, and in full force and effect. Section 18.9 of the Master Agreement notwithstanding, this Second Amendment, together with the Master Agreement, First Amendment, Side Letter No. 1 and Side Letter No. 2, shall constitute the entire, complete, final, and exclusive expression of the Parties with respect to the matters addressed in both documents.
SECTION 5. The provisions of this Second Amendment shall be deemed a part of the Master Agreement, First Amendment, Side Letter No. 1 and Side Letter No. 2 and except, as otherwise provided under this Second Amendment, the Master Agreement, First Amendment, Side Letter No. 1 and Side Letter No. 2 and all provisions contained therein shall remain binding and enforceable. In the event of any conflict or inconsistency between the provisions of this Second Amendment and the provisions of the Master Agreement, First Amendment, Side Letter No. 1 and Side Letter No. 2, the provisions of this Second Amendment shall control, but only in so far as such provisions conflict with the Master Agreement, First Amendment, Side Letter No. 1 and Side Letter No. 2 and no further.
[SIGNATURES ON NEXT PAGE]
Exhibit 2 1222
IN WITNESS WHEREOF, the Parties hereto have caused this Second Amendment to be executed on the day and year first appearing above.
CITY:
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Michael
Byl B. O'Ke ly, I ler
Date:
APPROVED AS TO FORM:
By:,_� on behalf of
........... .......... ..................
Rick Olivarez, City Attorney
Date:_,,,, AT 9,q§! 11, ?P??....
CONSULTANT:
INFRASTRUCTURE ENGINEERS
By:
Name:
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Title:
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Date.--.,
Exhibit 2 1223
EXHIBIT "A"
AGREEMENT
Exhibit 2 1224
PROFESSIONAL SERVICES AGREEMENT
BETWEEN THE CITY OF BELL GARDENS AND
INFRASTRUCTURE ENGINEERS
1. IDENTIFICATION
THIS PROFESSIONAL SERVICES AGREEMENT ("Agreement") is entered into by and between the City of Bell Gardens, a California municipal corporation ("City") and Infrastructure Engineers ("Consultant").
2. RECITALS
2.1. City has determined that it requires the following professional services from a consultant: Review, analysis, preparation and filing of state mandated cost claims for a variety of categories of claims listed on "Attachment A" entitled "Scope of Work."
2.2. Consultant represents that it is fully qualified to perform the professional services described in Recital 2.1. of this Agreement by virtue of its experience and the training, education and expertise of its principals and employees. Consultant further represents that it is willing to accept responsibility for performing such services in accordance with the terms and conditions set forth in this Agreement.
NOW, THEREFORE, for and in consideration of the mutual covenants and conditions herein contained, City and Consultant agree as follows:
3. DEFINITIONS
3.1 "Scope of Services": Such professional services as are set forth in Consultant's "Scope or Work" attached hereto as Attachment A.
3.2 "Commencement Date": November 27, 2017.
4. TERM
4.1 The term of this Agreement shall be for three years beginning on the date set forth above with an option to renew for two additional years exercisable by the City Manager and shall terminate in accordance with Section 16 below.
5. CONSULTANT'S SERVICES
5.1 Consultant shall perform the services identified in the Scope of Services attached hereto as Attachment A. City shall have the right to request, in writing, changes in the Scope of Services. Any such changes mutually agreed upon by the parties, and any corresponding increase or decrease in compensation, shall be incorporated by written amendment to this Agreement. In no event shall the total compensation and costs payable to Consultant under this Agreement exceed $157 per hour unless specifically approved in advance, in writing, by City.
Exhibit 2 1225
5.2 Consultant shall obtain a City business license prior to commencing performance under this Agreement. Consultant shall perform all work to the highest professional standards of Consultant's profession and in a manner reasonably satisfactory to City. Consultant shall comply with all applicable federal, state, and local laws and regulations (including the conflict of interest provisions of Government Code Section 1090 and the Political Reform Act (Government Code Section 81000 el seg.)). During the term of this Agreement, Consultant shall not perfonn-- any work for another person or entity for whom Consultant was not working at the Commencement Date if both (i) such work would require Consultant to abstain from a decision under this Agreement pursuant to a conflict of interest statute; and (ii) City has not consented in writing to Consultant's performance of such work.
5.3 Consultant represents that it has, or will secure at its own expense, all personnel required to perform the services identified in the Scope of Services. All such services shall be performed by Consultant or under its supervision, and all personnel engaged in the work shall be qualified to perform such services. Consultant shall identify a project administrator and shall have direct responsibility for management of Consultant's performance under this Agreement.
No change shall be made in Consultant's project administrator without City's prior written consent.
6. COMPENSATION
6.1 City agrees to compensate Consultant for the services provided under this Agreement and Consultant agrees to accept payment in full satisfaction for such services.
6.2 Payments for any services requested in writing by City and not included in the Scope of Services shall be made to Consultant by City on a time -and -materials basis using Consultant's standard fee as stated in schedule of fees in the proposal.
7. OWNERSHIP OF WRITTEN PRODUCTS
All reports, documents or other written material ("written products") developed by Consultant in the performance of this Agreement shall be and remain the property of City without restriction or limitation upon its use or dissemination by City,
8. RELATIONSH.IP OF PARTIES
Consultant is, and shall at all times remain as to City, a wholly independent contractor.
Consultant shall have no power to incur any debt, obligation, or liability on behalf of City or otherwise to act on behalf of City as an agent. Neither City nor any of its officers, employees or agents shall have control over the conduct of Consultant or any of Consultant's employees, except as set forth in this Agreement. Consultant shall not represent that it is, or that any of its agents or employees are, in any manner employees of City. Consultant is not, nor shall become, by virtue of performance of the professional services provided under this Agreement, entitled to any City employee benefits, including but not limited to health insurance, dental insurance, vacation pay, retirement pension, unemployment insurance or workers' compensation insurance.
Exhibit 2 1226
4. CONFIDENTIALITY
All data, documents, discussion, or other information developed or received by Consultant or provided for performance of this Agreement are deemed confidential and shall not be disclosed by Consultant without prior written consent by City. City shall grant such consent if disclosure is legally required. Upon request, all City data and any copies thereof shall be returned to City upon the termination or expiration of this Agreement.
10. INDEMNIFICATION
10.1 The parties agree that City, its officers, agents, employees and volunteers should, to the extent permitted by law, be fully protected from any loss, injury, damage, claim, lawsuit, cost, expense, attorneys' fees, litigation costs, or any other cost arising out of or in any way related to the performance of this Agreement, subject to the application of paragraph 10.8.
Consultant acknowledges that City would not enter into this Agreement in the absence of Consultant's commitment to indemnify and protect City as set forth herein.
10.2 Subject to the application of paragraph 10.8, to the full extent permitted by law, Consultant shall indemnify, hold harmless and defend City, its officers, agents, employees and volunteers from and against any and all claims and losses, costs or expenses for any damage due to death or injury to any person and injury to any property resulting from any alleged intentional, reckless, negligent, or otherwise wrongful acts, errors or omissions of Consultant or any of its officers, employees, servants, agents, or subcontractors in the performance of this Agreement.
Such costs and expenses shall include reasonable attorneys' fees incurred by counsel of City's choice.
10.3 City shall have the right to offset against the amount of any compensation due Consultant under this Agreement any amount due City from Consultant as a result of Consultant's failure to pay City promptly any indemnification arising under this Section 10 and related to Consultant's failure to either (i) pay taxes on amounts received pursuant to this Agreement or (ii) comply with applicable workers' compensation laws.
10.4 The obligations of Consultant under this Section 10 shall not be limited by the provisions of any workers' compensation act or similar act. Consultant expressly waives its statutory immunity under such statutes or laws as to City, its officers, agents, employees and volunteers.
10.5 Consultant agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section 10 from each and every subcontractor or any other person or entity involved by, for, with or on behalf of Consultant in the performance of this Agreement. In the event Consultant fails to obtain such indemnity obligations from others as required herein, Consultant agrees to be fully responsible and indemnify, hold harmless and defend City, its officers, agents, employees and volunteers from and against any and all claims and losses, costs or expenses for any damage due to death or injury to any person and injury to any property resulting from any alleged intentional, reckless, negligent, or otherwise wrongful acts, errors or omissions of Consultant's subcontractors or any other person or entity involved Exhibit 2 1227
by, for, with or on behalf of Consultant in the performance of this Agreement. Such costs and expenses shall include reasonable attorneys' fees incurred by counsel of City's choice.
10.6 City does not, and shall not, waive any rights that it may possess against Consultant because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. This hold harmless and indemnification provision shall apply regardless of whether or not any insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost or expense. 103 Consultant shall be responsible for performing the work under this agreement in a professional manner and shall be responsible for the acts of its employees as it relates to this agreement.
10.8 Notwithstanding any provision contained herein to the contrary, liability of Consultant to City with regard to all work and services performed or provided by Consultant for City under this Agreement, including but not limited to any loss, injury, damage, claim, lawsuit, cost, expense, attorneys' fees, litigation costs, or any other cost arising out of or in any way related to the performance of this Agreement, shall be limited to the total fee actually paid by City to Consultant under the applicable Scope of Work. Under no circumstances shall Consultant have any liability to City in excess of the amount of such fees or compensation. City acknowledges and agrees that but for the above limitation of liability, Consultant would not be able to provide the services for City under this Agreement for the prices applicable to the Agreement, and that this limitation of liability is reasonable.
11. INSURANCE
11.1 During the term of this Agreement, Consultant shall carry, maintain, and keep in frill force and effect insurance against claims for death or injuries to persons or damages to property that may arise from or in connection with Consultant's performance of this Agreement.
Such insurance shall be of the types and in the amounts as set forth below:
11.1.1 Comprehensive General Liability Insurance with coverage limits of not less than One Million Dollars ($1,000,000) including products and Completed operations hazard, contractual insurance, broad form property damage, independent Consultants, personal injury.
11.1.2 Professional Liability Insurance providing coverage for performance of work included in this Agreement with coverage limits of not less than One Million Dollars ($1,000,000) covering claims or losses caused by negligence, error, or omissions of Consultant.
11.1.3 Automobile Liability Insurance for vehicles used in connection with the performance of this Agreement with minimum limits of One Million Dollars ($1,000,000) per claimant and One Million dollars ($1,000,000) per incident.
11.1.4 Worker's Compensation insurance as required by the laws of the State of California.
Exhibit 2 1228
11.2 Consultant shall require each of its subcontractors, if any, to maintain insurance coverage that meets all of the requirements of this Agreement.
11.3 The policy or policies required by this Agreement shall be issued by an insurer admitted in the State of California and with a rating of at least A:VII in the latest edition of Best's Insurance Guide.
11.4 Consultant agrees that if it does not keep the aforesaid insurance in full force and effect City may either (i) immediately terminate this Agreement; or (ii) take out the necessary insurance and pay, at Consultant's expense, the premium thereon.
11.5 At all times during the term of this Agreement, Consultant shall maintain on file with City's Risk Manager a certificate or certificates of insurance showing that the aforesaid policies are in effect in the required amounts and naming the City as an additional insured. Consultant shall, prior to commencement of work under this Agreement, file with City's Risk Manager such certificate(s).
11.6 Consultant shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Such proof will be furnished at least two (2) weeks prior to the expiration of the coverages.
11.7 The general liability and automobile policies of insurance required by this Agreement shall contain an endorsement naming City, its officers, employees, agents and volunteers as additional insureds. All of the policies required under this Agreement shall contain an endorsement providing that the policies cannot be canceled or reduced except on thirty (30) days' prior written notice to City, Consultant agrees to require its insurer to modify the certificates of insurance to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice provisions.
11.8 The insurance provided by Consultant shall be primary to any coverage available to City. Any insurance or self-insurance maintained by City, its officers, employees, agents or volunteers, shall be in excess of Consultant's insurance and shall not contribute with it.
11.9 Any deductibles or self -insured retentions must be declared to and approved by the City. At the option of City, Consultant shall either reduce or eliminate the deductibles or self -insured retentions with respect to City, or Consultant shall procure a bond guaranteeing payment of losses and expenses.
11.10 Procurement of insurance by Consultant shall not be construed as a limitation of Consultant's liability or as full performance of Consultant's duties to indemnify, hold harmless and defend under Section 10 of this Agreement.
Exhibit 2 1229
12. MUTUAL COOPERATION
City shall provide Consultant with complete access to information for the proper performance of Consultant's services under this Agreement.
13. RECORDS AND INSPECTIONS
Consultant shall maintain full and accurate records with respect to all matters covered under this Agreement for a period of three (3) years after the expiration or termination of this Agreement. City shall have the right to access and examine such records, without charge, during normal business hours. City shall further have the right to audit such records, to make transcripts therefrom and to inspect all program data, documents, proceedings, and activities.
14. PERMITS AND APPROVALS
Consultant shall obtain, at its sole cost and expense, all permits and regulatory approvals necessary in the performance of this Agreement.
15. NOTICES
Any notices, bills, invoices, or reports required by this Agreement shall be deemed received on: (i) the day of delivery if delivered by hand, facsimile or overnight courier service during Consultant's and City's regular business hours; or (ii) on the third (3rd) business day following deposit in the United States mail if delivered by mail, postage prepaid, to the addresses listed below (or to such other addresses as the parties may, from time to time, designate in writing).
If to City:
City of Bell Gardens
7100 Garfield Ave.
Bell Gardens, California 90201
16. SURVIVING COVENANTS
If to Consultant:
Infrastructure Engineers
3060 Saturn Street, Suite 250
Brea, CA 92821
The parties agree that the covenants contained in Sections 9 and 10 and Section 12, Paragraph 12.2, of this Agreement shall survive the expiration or termination of this Agreement.
17. TERMINATION
17. L City shall have the right to terminate this Agreement for any reason on two (2) calendar days' written notice to Consultant. Consultant shall have the right to terminate this Agreement for any reason on sixty (60) calendar days' written notice to City. Consultant agrees to cease all work under this Agreement on or before the effective date of any notice of termination. All City data, documents, objects, materials or other tangible things shall be returned to City upon the termination or expiration of this Agreement.
Exhibit 2 1230
17.2 If City terminates this Agreement due to no fault or failure of performance by Consultant, then Consultant shall be paid based on the work satisfactorily performed at the time of termination. In no event shall Consultant be entitled to receive more than the amount that would be paid to Consultant for the fill performance of the services required by this Agreement.
18. GENERAL PROVISIONS
18.1 Consultant shall not delegate, transfer, subcontract or assign its duties or rights hereunder, either in whole or in part, without City's prior written consent, and any attempt to do so shall be void and of no effect. City shall not be obligated or liable under this Agreement to any party other than Consultant.
18.2 In the performance of this Agreement, Consultant shall not discriminate against any employee, subcontractor, or applicant for employment because of race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition or sexual orientation. Consultant will take affirmative action to ensure that subcontractors and applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition or sexual orientation.
18.3 The captions appearing at the commencement of the sections hereof, and in any paragraph thereof, are descriptive only and for convenience in reference to this Agreement.
Should there be any conflict between such heading, and the section or paragraph thereof at the head of which it appears, the section or paragraph thereof, as the case may be, and not such heading, shall control and govern in the construction of this Agreement. Masculine or feminine pronouns shall be substituted for the neuter form and vice versa, and the plural shall be substituted for the singular form and vice versa, in any place or places herein in which the context requires such substitution(s).
18.4 The waiver by City or Consultant of any breach of any term, covenant or condition herein contained shall not be deemed to be a waiver of such term, covenant or condition or of any subsequent breach of the same or any other tern, covenant or condition herein contained. No term, covenant or condition of this Agreement shall be deemed to have been waived by City or Consultant unless in writing.
18.5 Consultant shall not be liable for any failure to perform if Consultant presents acceptable evidence that such failure was due to causes beyond the control and without the fault or negligence of Consultant.
Exhibit 2 1231
18.6 Each right, power and remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise shall be cumulative and shall be in addition to every other right, power, or remedy provided for herein or now or hereafter existing at law, in equity, by statute, or otherwise. The exercise, the commencement of the exercise, or the forbearance of the exercise by any party of any one or more of such rights, powers or remedies shall not preclude the simultaneous or later exercise by such party of any of all of such other rights, powers or remedies. In the event legal action shall be necessary to enforce any term, covenant or condition herein contained, the party prevailing in such action, whether reduced to judgment or not, shall be entitled to its reasonable court costs, including accountants' fees, if any, and attorneys' fees expended in such action subject to the limitations contained in Section 10. The venue for any litigation shall be Los Angeles County, California.
18.7 If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be invalid or unenforceable, then such term or provision shall be amended to, and solely to, the extent necessary to cure such invalidity or unenforceability, and in its amended form shall be enforceable. In such event, the remainder of this Agreement, or the application of such teen or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby, and each term and provision of this Agreement shall be valid and be enforced to the fi►llest extent permitted by law.
18.8 This Agreement shall be governed and construed in accordance with the laws of the State of California.
18.9 All documents referenced as exhibits in this Agreement are hereby incorporated in this Agreement. In the event of any material discrepancy between the express provisions of this Agreement and the provisions of any document incorporated herein by reference, the provisions of this Agreement shall prevail. This instRiment contains the entire Agreement between City and Consultant with respect to the transactions contemplated herein. No other prior oral or written agreements are binding upon the parties. Amendments hereto or deviations herefrom shall be effective and binding only if made in writing and executed by City and Consultant.
TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. cc City"
City of Bell Gardens
By:
Philil WagnCity anager
Date:
"Consultant"
Infrastruettim Engineers
By:
Date:��
Exhibit 2 1232
Approved as to form:
By �._
AriioPl M. Al arez-Glasman,'City A Attorney
Attest:
By..........
Kristina Santana, City Clerk
Exhibit 2 1233
Exhibit 2 1234
u r� „
N
Proliosal for Engineering Sertices
Methods ti n
The method of compensation for each type of service is as follows:
City Engineer Retainer: $3,768 Lump sum per month
For the proposed retainer fee Infrastructure Engineers proposes to provide 24 hours of City Engineering services. The City Engineer/Deputy City Engineer will attend all City Council meetings and any Traffic Commission meetings, as requested by the Director of Public works. During other hours of the week, the City Engineer will be available to respond to any City enquiries via email or telephone calls. The retention payment will provide the City up to 24 hours per month of City Engineering Services. Any hours beyond 24 hours will be charged as extra.
Traffic Engineer Retainer: $1,807 Lump sum per month
Traffic Engineer will be available to respond to any inquiries from the City by email or phone calls during any business hours and attend any traffic commission meetings that director of Public Works may require. The lump sum fee will cover the hours up to 13 hours per month of Traffic engineering services. Any hours beyond the 13 hours per month will be at the hourly rate of $139 per hour.
Water Engineer: Hourly rate per Hourly Rate Schedule
It is estimated the Water Engineer will be available to provide engineering consultation on various City water matters on as -needed bases. Based on the current work load, we anticipate those services will be approximately eight (8) hours per month. The fee for these services will be based on rates listed in the Hourly Rate Schedule.
Planning/Redevelopment Agency Engineer Retainer: $1,192 Lump sum per month The retainer will provide the City up to eight (8) hours per month of consultation on various development projects. Services may include participation at meetings, attendance at the Planning Commission meetings, review of development plans or other assignments from the Community Development Department. Any hours beyond 8 hours per month will be charged at $149 per hour.
Public Works Permit and Inspection: $89/hour (hourly rates) An estimated two (2) days per week, three (3) hours per day of utilities/public works permits and inspection services will be provided at the rate of $89 per hour.
Public Works Projects
Other public works studies, reviews and projects not listed here will be charged at hourly rates as listed in the Infrastructure Engineers 2017 Hourly Rate Schedule (attached). A lump sum, not -to -exceed fee will be provided at the start of each task.
ENGINEERS
Exhibit 2 1235
F'r posal for E'rrgin l®n .S 2°es°
d
Capital Improvement Projects: Percentage of the total cost of final contract construction Capital improvement design fees will be based on the estimated cost of construction. Once the project is defined, the engineering team will estimate the construction cost and, in accordance with the chart below, will set the design fee. After finalization of design and upon receiving formal bids for construction of the project, the actual design fee will be determined and the engineering design fee will be adjusted to reflect the exact amount.
Construction costs will be the average of three (3) lowest bids for the project. If there are only two (20 bids, the average of two (2) bids will be used for construction cost.
Construction cost less than $499,999 ................. the design fee will be 9% of the construction cost Construction cost $500, 000 - $999,999.............. the design fee will be 8% of the construction cost Construction cost $1,000,000 -- 4,999,999.......... the design fee will be 7% of the construction cost Construction cost over $5,000,000 ..................... the design fee will be 6% of the construction cost In addition to these percentages, Infrastructure Engineers fees for project management and administration will be 4% of the construction cost. In addition, funding management will be 1.5% for local funds and 2.5% for state and federally funded projects.
Construction Management and Inspection: Percentage of total construction cost Upon on receiving the bids for the construction of a capital improvement project, the engineering team will prepare the fee for construction management and inspection services in accordance with the following chart.
The fee will be calculated based on average cost of the three (3) lowest bids and, if there are only two (2) bids, an average of two bids will be used.
Construction cost less than $499,999 ................. the CM services 3% + inspection services 4.5% for a total fee of 7.5% of the construction cost
Construction cost $500, 000 - $999,999.............. the CM services 3% + inspection services of 4% for a total fee of 7% of the construction cost
Construction cost $1,000,000 and more ............. the CM Services fee of 3% + inspection services of 3% for a total fee of 6% of the construction cost
Labor compliance will be charged on an as -needed basis and based on actual hourly rates per the Hourly Rate Schedule.
NPDES: Hourly rates
All NPDES services will be provide on as -needed bases at the following rates:
Program Manager................$175/hour
Senior Engineer ...................$168/hour
Engineering Associate..........
$125/hour
Engineering Assistant ..........$105/hour
ENGINEERS
Exhibit 2 1236
RME
Building and Safety and Civil Engineering Plan Checks: 65% of the building plan check fees, based on Los Angeles County's latest fee schedule and hourly rate. If the City uses its "City Fees" for public works projects, then civil engineering fees will be charged at 90% of those City fees.
Plan check fees include first, second and third plan checks. Fourth and all subsequent plan checks will be at the plan checkers' hourly rate listed here. The rates listed here are Infrastructure Engineers' discounted rates for the City of Bell Gardens only, due to our long-term relationship with the City. Expedited plan checks will be provided at 90% of the plan check fees. Fourth and subsequent plan checks will be charged at 1.75 times the normal hourly rate.
Building Official ....................$147
Plan Check Engineer ...........$137
Plan Examiner ......................$126
Sr. Building Inspector ...........
$105
Building Inspector................$88
Counter technician ..............$79
Notes:
Land surveying, geotechnicai services and funding administration and compliance for capital projects will be provided by subconsultants. The fee for these services will be a negotiated cost + 15%.
Any other subconsultant services that might be needed will be charge at a negotiated cost + 15%.
Hourly rates and the retainer fees are subject to increases at the annual Consumer Price Index for All Urban Consumers (CPI-U), Los Angeles area increase rates or a 5% increase, whichever is greater, effective July 1, 2019 and all subsequent years. We will inform the City of the rate of increase by April of each succeeding year. u, ENGINEERS
Exhibit 2 1237
2M
INPRASTRUCTURE
2017 HOURLY RATE SCHEDULE ENGINEERS
As of July 1, 2017
wM
Principal in Charge $205
Civil Engineering
Project Manager
$168
Senior Engineer
$147
Senior Plan Check Engineer
$157
Plan Check Engineer
$147
Engineering Associate
$125
Engineering Assistant
$105
GIS Analyst
$136
CAD Manager
$136
CAD Operator
$100
Traffic Engineering
Principal Engineer
$168
Senior Traffic Engineer
$142
Traffic Engineer
$136
Plan Checker
$136
Engineering Associate
$125
Engineering Assistant
$105
Engineering Technician
$89
Surveying
Project Manager
$168
Survey Analyst
$136
Plan Checker (subdivision & survey Document)
$147
Construction Management
Construction Manager
$168
Resident Engineer
$157
Scheduler/Controller
$136
Senior P.W. Observer
$105
Public Works Observer
$89
Technician
$85
Utilities Coordinator
$115
Program Management
Project Director
$175
Sr. Program Coordinator
$125
Program Assistant
$105
Labor Compliance Coordinator
$95
Fund Administrator
$125
Community Development & Planning
Director
$180
Planning Manager
$155
Principal Planner
$150
Project Manager
$160
Senior Planner
$137
Associate Planner
$125
Planning Technician
$80
Municipal Engineering Support
Interim City Manager
$194
Assistant/Deputy City Manager
$173
City Engineer
$157
City Traffic Engineer
$147
Deputy City Engineer
$147
Deputy City Traffic Engineer
$142
Plan Check Engineer
$157
Plan Checker
$136
CIP Manager
$168
Engineering Technician
$89
Building & Safety
Building Official
$157
Plan Check Engineer
$147
Plan Examiner
$136
Senior Building Inspector
$115
Building Inspector
$98
Counter Technician
$89
WaterlWastewater/NPDES
Water Engineer
$158
Program Manager (NPDES)
$175
Senior Water Engineer
$168
Engineering Associate
$125
Engineering Assistant
$105
Architectural Services
Principal Architect
$180
Development Manager
$180
Senior Architect
$168
Architect
$157
Technician
$145
Administrative & Clerical Services
Organizer/Supervisor $100
Administrative Assistant $85
Clerk Typist $74
Other Charges
Delivery $100
Mlleage (Current federal guideline rate @ time of billing)/Mlle Travel Cost + 15%
Reimbursements Cost + 15%
•
.,, ��/%///,�/,,,/�., i,. o. r i. / / /,., , �. ////� r ../i r, r�i% ,,, ...%/��/�%�,�,,,,,.�„/�%%.,/o„nail n, �/�r,,,,�' /�i/,/,il„ . ,,,�,,, /%!l�„%Oi//r,,,%/,,;,,.Gain/r ��i/�.; //,, ,,✓r/, ; Exhibit 2 1238
AMENDMENT TO THE ENGINEERING SERVICES AGREEMENT
BETWEEN THE CITY OF BELL GARDENS AND
INFRASTRUCTURE ENGINEERS
This amendment (AMENDMENT) to the engineering services agreement ("AGREEMENT") is entered into by and between the City of Bell Gardens, a California municipal corporation ("CITY") and Infrastructure Engineers ("CONSULTANT"), this 31 `*day of January, 2019.
The CITY has entered into an Agreement with the United States of America through its Department of Housing and Urban Development (HUD) to execute the LOS ANGELES COUNTY Community Development Block Grant (CDBG) Program under the Housing and Community Development Act of 1974, Public Law 93-383, as amended, and WHEREAS, CITY AND CONSULTANT entered into a certain agreement dated November 27, 2017 for engineering services; and
WHEREAS, the engineering services provided by CONSULTANT are necessary for various Community Development Block Grants (CDBG) funded projects, and City will use CDBG funds to pay for these services; and
WHEREAS, the CONSULTANT will assist the CITY in utilizing such funds.
NOW, THEREFORE, in consideration of the mutual covenants, benefits, and promises CDBG contract and federal provisions CITY and CONSULTANT hereby agree to amend the professional services agreement of November 27, 2017, to add a new Section 19, and accompanying exhibits, to read as follows: "Section 19. Consultant's Compliance with CDBG Requirements. Consultant hereby agrees to abide by all requirements set forth in Exhibits B, C, and D, attached hereto, in relation to Consultant's provisions of services as previously set forth in Section S of this agreement."
All other terms and conditions of the Agreement shall remain unaffected by this Amendment.
TO EFFECTUATE THIS AGREEMENT, the parties have caused their duly authorized representatives to execute this Agreement on the dates set forth below. "City" "Consultant"
City of Bell Gardens Infrastructure Engineers
ME
Dat
Date ��- „F,
Exhibit 2 1239
Attested:
By: Kristina Santana._.._..._...m......e..........._.
, City Clerk
Approved as to form:
&P111—j
By _ Y '1 , Ms%• C" A7lef,4y
Rick R. Olivarez, Interim City Attorney
2Ai g
Date ......�.� _ �
Exhibit 2 1240
EXHIBIT B
COMMUNITY DEVELOPMENT BLOCK GRANT (CDBG) CONTRACT
AND FEDRAL PROVISIONS
During the performance of this Agreement, CONSULTANT agrees to comply with the following Federal provisions:
1. Non -Discrimination and Equal Employment Opportunity.
A. Consultant shall not discriminate as to race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition, or sexual orientation, in the performance of its services and duties pursuant to this Agreement, and will comply with all rules and regulations of City relating thereto. Such nondiscrimination shall include but not be limited to the following: employment, upgrading, demotion, transfers, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship.
B. Consultant will, in all solicitations or advertisements for employees placed by or on behalf of Consultant state either that it is an equal opportunity employer or that all qualified applicants will receive consideration for employment without regard to race, color, creed, religion, sex, marital status, national origin, ancestry, age, physical or mental handicap, medical condition, or sexual orientation.
C. Consultant will cause the foregoing provisions to be inserted in all subcontracts for any work covered by this Agreement except contracts or subcontracts for standard commercial supplies or raw materials.
D. Executive Order 11246 requires that during the performance of this Agreement, Consultant agrees not to discriminate against any employee or applicant for employment because of race, religion, sex, color or national origin. Consultant will take affirmative action to ensure 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, but not be limited to the following: employment, upgrading, demotion, or transfer, rates of pay or other forms of compensation, and selection for training, including apprenticeship. Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the Consultant setting forth the provisions of this nondiscrimination clause.
E. Section 3 of the Housing and Community Development Act of 1968, as amended, 12 U.S.C. 1701 et seq., requires that, to the greatest extent feasible, opportunities for training and employment be given to lower income residents of the project area and contracts for work in connection with the project be awarded to business concerns which are located in or owned in substantial part by persons residing in the area of the project.
F. Title VI of the Civil Rights Act of 1964 provides that no person shall, on the ground of race, color or national origin, be excluded from participation in, be denied the benefits of, or be subject to discrimination under any program or activity receiving federal financial assistance.
1 Exhibit 2 1241
G. Section 109, Title I of the Housing and Community Development Act of 1974 provides that no person shall, on the grounds of race, color, national origin, or sex be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program of activity funded in whole or in part with funds made available under this title.
H. Any prohibition against discrimination on the basis of age under the Age Discrimination Act of 1975, or with respect to an otherwise qualified handicapped individual, as provided in Section 504 of the Rehabilitation Act of 1973, shall also apply.
2. Conflict of Interest
The Consultant, its agents and employees shall comply will all applicable Federal, State and County laws and regulations governing conflict of interest including, but not limited to, 24 CFR Section 570.611 and 24 CFR Part 85, Section 85.36(b). The Consultant agrees to incorporate the language found in this Section, Conflict of Interest, in contracts using CDBG funds and subject to compliance with conflict of interest Federal, State and County laws.
The general rule shall be that no person described in the Persons covered section below of this Section, Conflict of Interest, who exercise, or has exercised any function or responsibilities with respect to CDBG activities, or who is in a position to participate in a decision making process or gain inside information with regards to such activities, may obtain a financial interest or benefit from a CDBG-assisted activity, or have a financial interest in any contract, subcontract, or agreement with respect to CDBG-assisted activity, or with respect to the proceeds of the CDBG-assisted activity, either for themselves or those with whom they have business or immediate family ties, during their tenure or for one year thereafter.
Persons covered -The conflict of interest provisions of this Section, Conflict of Interest, shall apply to any person who is an employee, agent, consultant, officer, or elected official or appointed official of the City, or of any designated public agencies, or of any subrecipients that are receiving CDBG funds.
The Consultant represents, warrants and agrees that to the best of its knowledge, it does not presently have, nor will it acquire during the term of the Contract, any interest direct or indirect, by contract, employment or otherwise, or as a partner, joint venture or shareholder (other than as a shareholder holding a one (1 %) percent or less interest in publicly traded companies) or affiliate with any business or business entity that has entered into any contract, subcontract or arrangement with the County or County of Los Angeles Community Development Commission. Upon execution of this Contract and during its term, as appropriate, the Consultant shall, disclose in writing to the County any other contract or employment during the term of this Contract by any other persons, business or corporation in which employment will or may likely develop a conflict of interest between the County's and/or Commission's interest and the interests of the third parties.
3. Records and Audits
The Consultant shall maintain accounts and records, including personnel, property and financial records, adequate to identify and account for all costs pertaining to this Agreement and such other records as may be deemed necessary by the CITY to assure proper accounting for all project funds, both federal and non-federal shares. These records will be made available for audit purposes to the CITY or any authorized representative, and will be 2 Exhibit 2 1242
retained five (5) years after the expiration of this Agreement unless permission to destroy them is granted by the CITY. (24 CFR Part 84, Sec. 84.53)
4. County Lobbying Certification.
The Consultant certifies that:
A. It is understood that each person/entity/firm who applies for a Community Development Commission contract, as part of that process, shall certify that they are familiar with the requirements of the Los Angeles County Code Chapter 2.160, (Los Angeles County Ordinance 9.-0031) and;
B. That all persons/entity/firm who seek a contract with the Community Development Commission shall be disqualified therefrom and denied that contract and, shall be liable in civil action, if any lobbyist, lobbying firm, lobbyist employer or any other person or entity acting on behalf of the above named firm fails to comply with the provisions of the County Code.
5. Consultant's Warranty of Compliance with County's Defaulted Property Tax Reduction Program:
A. The Consultant acknowledges that the County has established a goal of ensuring that all individuals and businesses that benefit financially from the County through contract are current in paying their personal and real property tax obligations (secured and unsecured roll) in order to mitigate the economic burden otherwise imposed upon the County and its taxpayers. Unless the Consultant qualifies for an exemption or exclusion, the Consultant warrants and certifies that to the best of its knowledge it is now in compliance, and during the term of this Agreement will maintain compliance, with the County's Defaulted Tax Program, found at Los Angeles County Ordinance No. 2009-0026 and codified at Los Angeles County Code, Chapter 2.206.
B. Failure of the Consultant to maintain compliance with the requirements set forth in the "County's Defaulted Property Tax Reduction Program " shall constitute default under this Agreement. Without limiting the rights and remedies available to the City under any other provision of this Agreement, failure of the Consultant to cure such default within 10 days of notice shall be grounds upon which the City may suspend or terminate this Agreement pursuant to the County's Defaulted Property Tax Reduction Program found at Los Angeles County Ordinance No. 2009-0026 and codified at Los Angeles County Code, Chapter 2.206.
6. Federal Lobbying Certification.
The Consultant certifies that:
A. No Federal appropriated funds have been paid or will be paid, by or on behalf of the Consultant, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, and officer or employee of Congress, or an employee of any Member of Congress in connection with the awarding of any Federal contract, the making of any cooperative agreement, and the extension, continuation renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. 3 Exhibit 2 1243
B. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the Consultant shall complete and submit Standard Form-LLL, "Disclosures Form to Report Lobbying", in accordance with its instructions.
C. The Consultant shall require that the language of this certification be included in all subcontracts and that all subcontracts shall certify and disclose accordingly. 4 Exhibit 2 1244
COUNTY LOBBYIST CODE CHAPTER 2.160
COUNTY ORDINANCE NO.93-0031
CERTIFICATION
Name of Firm:. GG�/�✓
Address 30p__..�
2,50
State: CA Zip Code: �� �' i Phone No: 1_.`�..._ .. .`yd— -alaO Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the County of Los Angeles and the Community Development Commission, County of Los Angeles:
1. It is understood that each person/entity/firm who applies for a Community Development Commission contract, and as part of that process, shall certify that they are familiar with the requirements of the Los Angeles County Code Chapter 2.160, (Los Angeles County Ordinance 93-0031) and;
2. That all persons/entities/firms acting on behalf of the above named firm have and will comply with the County Code, and;
3. That any person/entity/firm who seeks a contract with the Community Development Commission shall be disqualified therefrom and denied the contract and, shall be liable in civil action, if any lobbyist, lobbying firm, lobbyist employer or any other person or entity acting on behalf of the above named firm fails to comply with the provisions of the County Code.
The certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into contract with the Los Angeles County and the Community Development Commission, County of Los Angeles.
Authorized Official:
Name: ,,. , �....m_...,_ ........ _....,...__ Title.... ....._t Signature:—�'�.�. _..��.�w. _ Date: 1t
Exhibit 2 1245
FEDERAL LOBBYIST REOUIREMENTS CERTIFICATION
_ " f e r S Date: / a`"/'i ,,'%,F
Name of Firm Li'1 e'-� 5Ta
Address -.-3Q red` `. eh_.. 50
State: �....m.�._...._.CA......_........m__.Zip Code: ....... Phone No: w..... w"' �?_-01ea'....
Acting on behalf of the above named firm, as its Authorized Official, I make the following Certification to the Department of Housing and Urban Development (HUD) and the Community Development Commission, County of Los Angeles:
1. No Federal appropriated funds have been paid, by or on behalf of the above named firm to any person for influencing or attempting to influence an officer or employee of a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of and Federal grant, loan or cooperative agreement, and any extension, continuation, renewal, amendment, or modification thereof, and;
2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee or any agency, a Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with the Federal contract, grant loan, or cooperative agreement, the above named firm shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying", in accordance with its instructions, and;
3. The above name firm shall require that the language of this certification be included in the award documents for all sub -awards at all tiers (including subcontracts, sub -grants, and contracts under grants, loans, and cooperative agreement) and that all sub -recipients shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into the transaction imposed by Section 1352 Title 31, U.S. Code.
Any person who fails to file the required certification shall be subject to a civil penalty of not less that $10,000 and not more than $100,000 for each such failure.
Authorized Official:
Name:
Signature:,_.� � � KK, Date: 3 /it !
Exhibit 2 1246
7100 Gafflefd Avenue •Bell Gardens, CA 90201 • $62-806-7700 • bell " ergs org October 5, 2020
Farzad Dorrani, CEO
Infrastructure Engineers
3060 Saturn Street, Suite 250
Brea, CA 92821
Re; Letter Agreement for One (1) Year Extension to Infrastructure Engineers Agreement Dear Mr. Dorrani,
This Letter confirms the mutual agreement between the City of Bell Gardens ("City") and Infrastructure Engineers ("Consultant") (collectively the "Parties") to extend the existing agreement between the Parties for professional engineering services. The term of the existing Agreement is for three years beginning on the date set on November 27, 2017 with an option to renew for two additional years exercisable by the City Manager.
Accordingly, the City and Consultant now desire to extend the term of the Agreement one (1) year for the period commencing November 27, 2020 and ending. November 27, 2021 ("Extension Term"). The Parties agree that all remaining terms of the Agreement shall remain in full force.
By executing below, the undersigned Parties agree to the Extension Term as described herein.
Please sign where indicated below and return the signed original of this Letter to address above at your earliest convenience. If you have any questions, please feel free to contact me at (562) 334- 1790.
Sincerely,
City of Bell Gardens "City")
z,
Michael B. O'Kelly, City Manger
Infrastructure Engineers ("Consultant")
.r......o ,...
rani, CEO � m.
Fa D®
October 5, 2021
Sid J. Mousavi, Chief Executive Officer
Infrastructure Engineers
3060 Saturn Street, Suite 250
Brea, CA 92821
Re: Letter Agreement for One (1) Year Extension to Infrastructure Engineers Agreement Dear Mr. Mousavi,
This Letter confirms the mutual agreement between the City of Bell Gardens ("City") and Infrastructure Engineers ("Consultant") (collectively the "Parties") to extend the existing agreement between the Parties for professional engineering services. The term of the existing Agreement is for three years beginning on the date set on November 27, 2017 with an option to renew for two additional years exercisable by the City Manager.
Accordingly, the City and Consultant now desire to extend the term of the Agreement one (1) year for the period commencing November 27, 2021 and ending November 27, 2022 ("Extension Term"). The Parties agree that all remaining terms of the Agreement shall remain in full force.
By executing below, the undersigned Parties agree to the Extension Term as described herein.
Please sign where indicated below and return the signed original of this Letter to address above at your earliest convenience. If you have any questions, please feel free to contact me at 562-806-7702.
Sincerely,
City of Bell Gardens ("City")
Michael B. O'Kelly, City Mangy:
Infrastructure Engineers ("Consultant")
�a o
Sid J. Pfousavi, Chief Executive Offic
er
EXHIBIT "B"
REVISED RATE SCHEDULE
Exhibit 2 1249
City of Bell Gardens
2022-2023 HOURLY RATE SCHEDULE #VINFRASTRUCTURE
(effective March 1, 2022) 14ENGINEERS
Principal in Charge $238 Community Development— Fire Prevention Civil Engineering/Traffic Engineering Environmental & Planning Fire Marshal $165 Project Manager
$185
Director
$195
Fire Investigator
$154
Principal Engineer
$180
Development Services Manager
$189
Fire Plans Examiner
$143
Senior Engineer
$170
Project Manager
$173
Senior Fire Inspector
$138
Senior Plan Check Engineer
$175
Planning Manager
$167
Fire Inspector
$120
Plan Check Engineer
$165
Principal Planner
Senior Planner
$163
$153
Counter Technician
$93
Associate Engineer
$155
Associate Planner
$139
Architectural Services
Assistant Engineer
$145
Assistant Planner
$129
Director
$200
Engineering Associate
$135
Planning Technician
$98
Studio Manager
$184
Engineering Assistant
$115
CEQA/NEPA Specialist
$175
Senior Project Manager/
$176
GIS Analyst
$150
Environmental Specialist
$170
Senior Architect
CAD Manager
$135
Senior Environmental Planner
$165
Project Manager/Project Architect
$155
CAD Designer
$110
Environmental Planner II
$155
Senior Job Captain
$126
CAD Technician
$100
Environmental Planner 1
$144
Job Captain
$105
Engineering Technician
$105
Environmental Technician
$ 100
Drafter
$90
Principal Traffic Engineer
$185
Municipal Engineering Support
Program Management/Public Outreach
Senior Traffic Engineer
$170
Interim City Manager
$220
Program Director
$184
Traffic Engineer
$150
Assistant/Deputy City Manager
$197
Web Designer
$150
Water/Wastewater/NPDES
City Engineer
$178
Media Specialist
$145
City Traffic Engineer
$169
Program Coordinator
$135
Senior Water Engineer
$167
Deputy City Engineer
$169
Photographer
$128
Water Engineer
$158
Deputy City Traffic Engineer
$161
Outreach Specialist
$125
Program Manager (NPDES)
$168
Plan Check Engineer
$178
Interpreter/Translator
$125
Inspector (NPDES)
$110
Plan Examiner
$155
Production Assistant
$85
Environmental Scientist
$105
CIP Manager
$178
Fund Administrator
$138
Surveying
y g
Associate Engineer
Engineering Associate
$149
$142
Labor Compliance Coordinator
$105
Project Manager
$185
Engineering Assistant
$118
Administrative & Clerical Services
Plan Checker
$162
Engineering Technician
$106
Organizer/Supervisor
$108
(Subdivision & Survey Document)
Building & Safety
Administrative Assistant
$90
Survey Analyst
Survey Crew (2-man)
$150
$236
Building Official
$175
Clerk Typist
$80
Survey Crew
$278
Plan Check Engineer
$165
Other Char g es
(2-man, prevailing wages)
Landscape Plan Checker
$162
Delivery
$110
Construction Management
Senior Certified Access Specialist
Certified Access Specialist
$165
$155
Mileage (Current federal guideline
rate @ time of billing)/Mile
Construction Manager
$188
Plans Examiner
$145
Travel Cost +
15%
Resident Engineer
$188
Code Enforcement Manager
$145
Reimbursements Cost +
15%
Scheduler/Controller
$163
Code Enforcement Officer
$127
Utilities Coordinator
$138
Senior Building Inspector
$127
Senior PW Observer/Inspector
$130
Building Inspector
Grading Inspector
$120
$120
Senior PW Observer/Inspector
$191
Counter Technician
$105
(prevailing wages)
PW Observer/Inspector
$113
PW Observer/Inspector
$159
(prevailing wages)
Additional billing classifications may be added to the above list throughout the year as new positions are created. The above schedule is for straight time. Overtime will be charged at 1.5 times. Sundays and Holidays are charged at 2.0 times the standard time. Deposition and court appearances will be charged at 1.5 times the listed billing rates. mom I
PRIME
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Exhibit 2 1250
CITY OF BELL GARDENS
OFFICE OF THE CITY MANAGER
f b.
AGENDAREPORT
Item 21.
TO: Honorable Mayor and City Council Members
FROM: Michael B. O'Kelly, City Manager
BY: Bernardo Iniguez, Director of Public Works/Facilities SUBJECT: RESOLUTION AUTHORIZING THE CITY OF BELL GARDENS TO PARTICIPATE IN THE PROPOSED CLASS ACTION SETTLEMENTS WITH 3M COMPANY ("3M")AND THE
DUPONT DEFENDANTS IN THE PUBLIC WATER SYSTEMS' PORTION OF THE
MULTI -DISTRICT LITIGATION MATTER RELATING TO PFAS CONTAMINATION OF
DRINKING WATER
DATE: November 13, 2023
RECOMMENDATION:
It is staff's recommendation that the City Council approve the attached Resolution authorizing the City to continue to be a part of the partial settlements with defendants.
BACKGROUND/DISCUSSION:
On December 7, 2018, litigation involving the contamination of water and soil by Per- and Polyfluoroalkyl Substances ("PFAS") manufactured by various entities was consolidated in the United States District Court of South Carolina.
Settlements have been filed on behalf of manufacturers 3M and The Chemours Company, The Chemours Company FC, LLC, DuPont de Nemours, I nc., Corteva, I nc. and E.1. DuPont de Nemours and Company n/k/a E I D P, I nc., to compensate public water systems, including the City of Bell Gardens' ("City's") water system, for the contamination and remediation of PFAS. The City must decide whether it wants to opt out of the settlement agreements by December 4, 2023 (DuPont opt -out deadline) and December 11, 2023 (3M opt -out deadline). Once the settlement agreements are finalized they will be brought back to Council for consideration.
CONCLUSION:
Approving the attached Resolution would authorize Outside Counsel to file claims for the City in public drinking water settlements and would permit the City to continue to be part of the settlement discussions.
FISCAL IMPACT:
None.
ATTACHMENTS:
Exhibit 1 - Resolution No. 2023-107
APPROVED ELECTRONICALLY BY:
Michael B. O'Kelly, City Manager
Stephanie Vasquez, City Attorney and/or Susie Altamirano, Assistant City Attorney Manuel Carrillo, Director of Finance and Administrative Services 1251
RESOLUTION NO. 2023-107
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF BELL
GARDENS, CALIFORNIA, AUTHORIZING THE CITY OF BELL
GARDENS TO PARTICIPATE IN THE PROPOSED CLASS ACTION
SETTLEMENTS WITH 3M COMPANY ("3M") AND THE DUPONT