35 Laguna Woods
Lake Forest
Lake Forest
Los Alamitos
Los Alamitos
Mission Viejo
Mission Viejo
Newport Beach
Newport Beach
Orange ·
Orange
Placentia
Placentia
Rancho Santa Margarita __
Rancho Santa Margarita
.San Clemente
San Clemente
San Juan Capistrano
.San Juan Capistrano
- Sanra An-a
.Santa Ana
Seal Beach
Seal Beach
Stanton
Stanton
Tustin
_ ___ _____ _____ Tustin ___ _
Villa Park
Villa Park
. Westmrn-ster
Westminster
Yorba- Liiida -
Yorba Linda
ORANGE COUNTY GRAND JURY-202212023
WELCOME TO THE NEIGHBORHOOD
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GLOSSARY
ADU
_ 4 __ An_accessory_ dwelling unit, usually just called an ADU, is a secondary housing 5 unit on a s_ingle-family residential lot. These may be converted garages, backyard 6 cottages, or granny flats, for example.
7 8 Brokering
9 10 A referral sy~teril where money or other inducements are exchanged by owners of 11 _ disreputable :homes to get new clients. The recipients may be residents, clinics, or even - 12 -- - members of self-help groups such as AA 12-step programs. 13 14 Code Enforcement
15 16- Activity by-local government agencies to identify and correct problems and abuses by 17 citizens and businesses.
18 19 Congregate Care Living
20 ___ -21 __ A residentiatbome that offers inpatient services to its residents. Generally, the care that -22 - this institutior:i provide~fT$· more intense than what a skilled nursing care facility offers but _ . _ 23 less intense than what a general acute care hospital provides. 24 25 Curbing
26 - -~-- -_ -=27~~~ The act of evicting -residents;-often done late-at -night, -so=-calle-d oecause tliey arrd -=: :-____ :_ .. :-:-28 -:: their belongings~arersent to the curb. Eviction may occur when such residents' ___ . ___ _:_ 29___ insurance runs_out:.o[_for. viotating_house rules. They frequently have nowhere to go and --=:~:...:::: _: ~: 30 often hmm no resources, essentially rendering them homeless. 31 32 Deinstitutionalization
33 _ --34 -nre closing (or reduction·otservices) of residential facilities, often referred to as mental : 35:_· _ hospitals, and the reliance on smaller, more personal "homes" as a means of 36 rehabilitation.
37 38 Detox
39 :40 -- Program cwfacility for-assisting-a person undergoing treatment from an intoxicating or 41 addictive substance.
42 37
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EBT
Acronym for Electronic Benefit Transfer, previously known as Food Stamps, these are debit cards issued to eligible participants for the purpose of buying food and other necessities.
Emotional Wellness Homes
A facility where a person develops the ability to handle their emotions and varied experiences they encounter in:life. Emotional wellness is an awareness, understanding, and acceptance of our fe_elings and the ability to manage and change challenges effectively.
Good Neighbor Policy
A set of principles and activities designed to provide a consistent means of communication between facilities that provide resident services and their respective neighbors. The Gqod Neighbor Policy is applicable for Residential Programs when residents and the services have a potential impact including but not limited to community safety, cleanliness, and security in the surrounding neighborhood(s).
Group Home (GH)*
A residential unit utilized as a supportive living environment for people meeting the legal definition of disabled. Provides housing only for a classified group of people. No medical care, services, or treatment can take place in a Group Home. Only State-licensed facilities can provide .ca·re, services, or treatment under State law (see Residential Care Facilities)
Hospice
.A type- ot health care. that focuses on the palliation of a terminally ill patient's pain and symptoms .and attending to their emotional and spiritual needs at the end of life.
Hospice·care prioritizes comfort and quality of life by reducing pain and suffering.
Housing Element
~-so _ Since .1§69;~California:has required that all local governments (cities and counties) 81 adequately.plan .to meet the housing needs of everyone in the community. California's ·32 local goyernments meet this requirement by adopting housing plans as part of their 83 "general plan":(also.required by the state). General plans serve as a local . . . ... _. .84~ government':s "bluepri t'' for how the city and/or county will grow and develop and __ 85-=--~ .include _eighLelements:.:Jand use, transportation, conservation, noise, open space, 86 safety, environmental justice, and housing.
87 88
ORANGE COUNTY GRAND·JURY 20221 2023 Page 30 of 42
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89 Integral Facilities
90 91 Integral facilities means any combination of two or more facilities located on the same or 92 different parcels, collectively serving seven or more persons, not including the licensee - -93 - or members-of the licensee's family or persons employed as facility staff, that are under 94 the control or management of the same owner, operator, management company or 95 licensee or any affiliate.of any of them, and which together comprise one operation. 96 Integral facilities shall include, but not be limited to, the provision of housing in one 97_ _ facility and recovery.programming, treatment, meals, or any other service or services at 98 another facility; or facilities, or by assigning staff, or a consultant or consultants, to _ 99 provide services to or in more than one facility.
100
101 Licensing
102
- -. ----io3 - -A ·permit f_rom· ari ·autho~ity-to-::own or use something or to do a particular thing or carry _- -104 on a trade. In reference to this report's subject matter, licensing from a State or county 105 agency or department.
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107 Like-for-Like
108
-- 109 Identifying the spacing of group homes by type, e.g., sober living within a given distance 110 of sober living, as_sisted living within a given distance of assisted living, etc. Sober living 111 hear assisted living does not meet the like-for-like criteria. 112
113 Model Ordinance
114
115- - A common set -of policies and procedures developed by a government agency to 116. oversee the licensing and operation of group homes. ---·117 ---
118 NIMBY
119
~=- _..:...:..=__120 _ ____:A9ror:iym_f6r_'~N0Uri.:My-Backyard". A term used, among other things, to identify citizens 12L -- who. object to having group homes in their neighborhood. 122
123 Referral Facility
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Either a Residential Care Facility, Group Home, or Sober Living Home where one or -more person'·s re-sidencY- is per a court order or similar directive. Referral facilities must follow tlie-permit procedure according to the base use classification, and are not permitted in the RL (Residential Low Density) zone.
Rehab Riviera
The ilicknam·ef given to ·some sober living facilities in Southern California, referring to the climate. Ofteriused as·a selling-point in advertising to emphasize the outdoor appeal of homes in the region.
ORANGE COUNTY GRAND JURY 2022 I 2023 Page 31 of 42
39 WELCOME TO THE NEIGHBORHOOD
135
136 Rehabilitation
137
138 The action of restoring someone to health or normal life. Care that can help one get 139 back, maintain or improve abilities.
140
141 Residential Care Facilities (RCF)*
142
143 A State Licensed residential facility where care, services, or treatment are provided to 144 persons·living-in a-community residential setting. Provide housing and care/treatment 145 for the elderly, developmentally disabled, chronically ill, and chemical addiction 146 treatment facilities, among others. RCFs that specifically provide drug and or alcohol 147 abuse treatment are licensed by the Department of Health Care Services (DHCS) and 148 are known as·alcoholism or drug abuse recovery or treatment facilities. 149 Homes are required to be licensed by the DHCS when at least one of the following 150 services is ·provided: detoxification, group counseling sessions, individual counseling 151 sessions, educational sessions, or alcoholism or drug abuse recovery or treatment 152 planning.
153
154 Residential Treatment Centers
155
156 Sometimes known as rehab which is a live-in health care facility providing services for 157 substance use disorders, mental illness, or other behavioral problems. 158
159 Saturation
160
_. 161 .. Having several group homes within a neighborhood. 162
163 - Single Housekeeping Units
164
165 Individuals occupying a dwelling unit that have established ties and familiarity with each 166 other; share-a lease agreement, have consent of the owner to reside on the property, or _ 167. ___ own the pmperty; .jointly use.common areas and interact with each other; and share the · ·°168-- household-expenses such as rent or ownership costs, utilities, and other household and 169 maintenance costs activities.
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171 Six or Under
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- 173 Homes with·six -or f~wer residents. Under State law these may not be required to be 174 licensed or registered.
175
176 Sober Living Home (SLH)*
177
178 __ Sober Living _Homes are also .group homes, but specifically for people recovering from 179 a.chemical addiction that meets the legal definition of disabled. Provides "housing 180 only~ that 'is primarily meant for people who have just come out of rehab and need a ORANGE COUNTY GRAND JURY 2022 I 2023 Page 32 of 42
40 WELCOME TO THE NEIGHBORHOOD
181 place to live that is structured and supportive for those in recovery. For the purposes of 182 the Ordinance, a Sober Living Home is not state licensed. No medical care, services, or 183 treatment can occur in a Living Home. Only State licensed facilities can provide care, 184 services, or treatment under State law (see Residential Care Facilities). 185
186 Tracking
187
188 A method to obtain data, monitor movements and a system to identify and map the 189 location of group homes.
190
191 Treatment Center
192
193 A facility where a clientor clients go under one roof for services to improve their 194 physical or mental health. A residential treatment center (RTC), sometimes called ---: --·- - - 195 rehab,-: is -a-live-in health _care facility providing therapy for substances abuse use 196 disorders,-rriental illness, or other behavioral problems. Residential treatment may be 197 --considered_the "last-ditch" approach to treating abnormal psychology or 198 psychopathology.
199
200 - *For the purposes of this-report, th(} City of Huntington Beach's definitions of group living 201 homes is being used as published on the city's website. 202
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ORANGE COUNTY GRAND JURY 202212023 Page 33 of 42
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BIBLIOGRAPHY
Teri Sforza, Will U.S. Supreme Court engage on Costa Mesa's sober living rules?, Orange County Register, Wednesday, March 15, 2023
Teri Sforza, Addiction centers flee Costa Mesa, move to less regulated OC cities, Orange County Register, Sunday, February 19, 2023
David Zisser, Letter from CA Department of Housing and Development to City of Huntington Beach Planning Department- RE "Ordinance to Ban "Builder's Remedy" Projects under the Housing Accountability Act {HAA) - Notice of Potential Violation", California Department of Housing and Community Development web site, Monday, February 13, 2023 Ring Bender Law, SoCal Recovery and Raw Recovery v City of Costa Mesa: Amici Curiae Brief Of The League Of California Cities, The Association Of California Cities Of Newport Beach, Fountain Valley, Mission Viejo, And Orange In Support Of Appellee's Petition For Rehearing En Banc, Court Filings, Thursday, February 9, 2023
Teri Sforza, Sober homes gain some ground in fight with Costa Mesa, Orange County Register, Sunday, January 15, 2023
Covenant Hills, Day Patientana Outpatient Addiction Treatment in Orange County, YouTube Posting, Friday, November 4, 2022
General Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, Orange County.Sober Living.I Sober Living Near You in SoCal {kaizenhouserecovery.com), Wednesday, October 19, 2022 --------- --- -------------- GeneraUnformation, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, 225 - - sober Livir:rg l=lomes for Men -& W General Information omen - Orange County Recovery, 226 Wednesday,October19,2022
227 -General-Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, 228 Orange County Sober Living Homes I Sober Living Homes near me 229 (ocs·oberlivingbestsolution.com), Wednesday, October 19, 2022 230 - Gen-eral-=lnformation, Lin~s To-Sober Ljving Group Homes, Advertisements And Biogs In Oc, Drug 231 Rehab .Orange County ~.Ligbthouse Treatment Center, Wednesday, October 19, 2022 232 _- .General-Information, links To Sober Living Group Homes, Advertisements And Biogs In Oc, -. ..... -.: - 233 Huntington.Beach Rehab I Drug & Alcohol Substance Abuse Recovery .234-- _:__:(orangecountyrecovery.com), Wednesday, October 19, 2022 ·- 235 - General·lnformatio·n, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, 236 _ S.ober_LivingHomes in Southern Ca'lifornia - Elysium Health Care, Wednesday, October 19, 2022 ORANGE COUNTY GRAND·JURY 2022 I 2023 Page 34 of 42
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General Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, Zinnia Heal ing - Drug & Alcohol Rehab (serenitylodgelakearrowhead.com), Wednesday, October 19, 2022
General Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, _. Californi~ addiction rehab. centers (sunshinebehavioralhealth.com), Wednesday, October 19, 2022
General Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, Halfway"Houses I ¾ way Houses.I Sober Homes in California (addictionblog.org), Wednesday, October 19, 2022
_ General Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, Requirements_ F.or California Rehabilitation and Sober Living Houses (hypogalblog.com), Wednesday, October 19, 2022
General Information, Links To Sober Living Group Homes, Advertisements And Biogs In Oc, A Place for Mom, Wednesday, October 19, 2022
- Jeff Collins, These Southern California.governments have approved housing plans, Orange County Register, Tuesday, October 18, 2022
Jeff Collins, Most Southern Cal ifornia cities miss complete new deadline to complete housing plans, Orange County Register, Tuesday, October 18, 2022 Alicia Robinson, Anaheim should allow home for homeless women with mental health issues, California Attorney General says, Orange County Register, Wednesday, October 5, 2022 _ .. · _____ 257 .-=-Alicia _Robinson,:Anaheim.should·all_o_w _homefoLl:1-omele_s._s_women with mental health j s_S__ues, ______ _ 258 · California.Attorney Ge·neral says, Orange County Register, Tuesday, October 4, 2022 __ zS.9~·.::.Public Notice ~ City of Mission.Viejo;.Council passes Sober Living and-Group Home Ordinance to 260 ··· ensure su.chfacilities :operate:witb:the confines of the law, City of Mission Viejo web site Home · · 261 I City of Mission Viejo, Wednesday, August 24, 2022 · 262 =-Public· Notice:-Council passes -Sober Living and Group Home Ordinance to ensure such facilities . 263 · · __ 9perate within the confines of the law, City of Mission Viejo website __ ..:_, . ' . 264 . · https://cityofmissionviejo.org/, Wednesday, August 24, 2022 .. __ ... 265 . __ Teri Sforza; Rehab Riviera: New.law.hopes to keep misleading rehabs from misleading patients, _· ~.---: ;- : _ 266 · _ fami lies pcJtients, families, Orange County Register, Wednesday, August 24, 2022 267--- -=Teri -Sforza;={~alifornia.rehab.doctor pleads guilty to insurance fraud, Orange County Register, 268 Tuesday, August 16, 2022
·· ...269 :..::-_-_ vanes·s·a·serna; Real:dife.Fr~nkenstein' Beverly Hills su rgeon and his girlfriend plead guilty to 270 .. $600~Million fraud schem·e·:-used 'body brokers' to find drug addicts to get unnecessary shots so ORANGE COUNTY GRAND JURY 202212023 Page 35 of 42
43 WELCOME TO THE NEIGHBORHOOD
271 they could bill insurance companies to fund their life of luxury, DailyMail.com, Tuesday, August 272 16,2022
273 California Codes, Various Codes, California Code Search "Text" of the following- using "sober" 27 4 and "living"., Monday, August 8, 2022
275 City of Laguna Beach Department of Community Development, City of Laguna Beach General 276 _Plan Housing Element, City of Laguna Beach Web Site 638115638915170000 277 (lagunabeachcity.net}, Thursday, July 21, 2022
278 Matt Meyer, What is 'California sober' - and does it actually work?, Nexstar Media Inc Fox 279 News San Diego, Saturday, June 25, 2022
280 Website Information Idea Flight, 9 Different Types of Group Home in California, Idea Flight Web 281 Site Page 9 -Different Types.of Group Home in California - ideaflight, Friday, April 1, 2022 282 City of Westminster, Adopted Housing Element 2021-202-, City of Westminster website 283 https://www.westminster-ca.gov/, Wednesday, January 26, 2022 284 Scott D. Tenley and Kelly M. Hagemann of Michelman & Robinson LLP, Federal Authorities Have 285 Their Eyes On Sober Living Home Operators And Marketers, Especially In Orange County, 286 Mondaq web site, Friday, November 19, 2021
287 City of Newport Beach, Community Meeting o~ Group Residential Uses Meeting Summary, City 288 of Newport Beach web site City of Newport Beach I Home newportbeachca.gov), Monday, 289 October 11, 2021
290 City of Newport:Beach, Power Point from Community Meeting Sober Living Homes, Group _ ____.. 2~9~1 __ .H.ome.s,_aod_S!ate_License.clR.esjdential Care Facilities, City otNewport Beach web site City of~---- _ __ 292 N·ewport Beach.I Home newportbeachca.gov), Monday, October 11, 2021 - 293- _. City-:Newport.Beach~-oocument :comparing City of Newport Beach Group Home Ordinance to .294 City of Costa Mesa Group Home_Ordinance, City of Newport Beach web site City of Newport 295 ___ -:Beach-I Home newportbeachca.gov), Friday, September 24, 2021 ·· - -296 _Staff, How to Open ~-Sol;>er Living Home in California, Blog Post at Sober Living App, Tuesday, 297 May 11, 2021
- 298 - - Web .S-ite Posting, How Much .Profit Can Be Made From a Halfway House?, HALFWAY GROUP 299 ·LLC website How Much Profit Can Be Made From A Halfway 300 - ·.:1-1ouse?.openupahalfwayhouse.com), Tuesday, February 2, 2021 -301 - _ eognty·ofOrange Press·Release;.Ending Rehab Riviera: Orange County First, County of Orange 302 website, Thursday, October 1, 2020
-303 County of Orange, County -ofOrange Group Home Ordinance, County of Orange website, 304 Tuesday, July 28, 2020
ORANGE COUNTY GRAND JURY 2022 12023 Page 36 of 42
44 WELCOME TO THE NEIGHBORHOOD
305 David Gorn, Doing the 'sober-living dance' on the Orange County coast, Cal Matters, Tuesday, 306 June 23, 2020
307 Elysia Richardson, Do Drug Treatment Centers Increase Local Crime Rates?, California Highlands 308 Vista Drug Treatment Centers Web Site https://californiahighlandsvistas.com/blog/crime309 rates/, Monday, February 10, 2020 310 Orange.County Public Works, .Fact Sheet on Group Home Requirements, County of Orange 3~1 website https://myoceservices.ocgov.com, Saturday, February 1, 2020 312 _ Michelle Mears, Orange-County Tackles Homeless Issue by regulating Group Homes, Glove, 313 Friday, September 27, 2019
314 - Michelle Mear s, Orange CouhtyTackles Homeless Issue by Regulating Group Homes, California 315 Globe, Friday, September 27, 2019
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316 City of Newport Beach, Gm.up Home List, City of Newport Beach web site City of Newport -317 ---·Beach -I.Home newportbeachca.gov), Thursday, September 19, 2019 - ~18 Frank Kim, OC County Executive Officer, Memo regarding proposed ordinance to regulate Sober -319 · Living Homes, County of Orange Web Site, Wednesday, June 19, 2019 320 _ California Department of Social Services,.Overview of the Group Home Rate Classification 321 · lev·els, DSS Website information sheet, Thursday, April 4, 2019 322 Miami-Dade County Form, Miami-Dade County Group Home Application, Miami-Dade County 323 Website.Group Home Application-no aff disc 2019 {miamidade.gov), Monday, April 1, 2019 324 Steven P. Dinkin, Utilizing the Safe Streets Now playbook, San Diego Union-Tribune, Sunday, - 325 - January 13,-2019 - · -----
- 326 _ .. Brady .P. Hdrn,-AakritJoshi,·Johanna Catherine Maclean, Substance Use Disorder Treatment =- · ..321.--Center:s-Ariq Pr.operty-Values, Nat76nal Bureau Of Economic Research, Tuesday, January 1, 2019 · _ 328 - Teri Sfoi'zi1,~New rehab Jaws may revamp addiction treatment in California, Orange County 329 Register, Thursday, September 27, 2018
·· 330 _ -·c_ity oft;aguna _ Niguel, ~Grnup Home Permit Application, City of Laguna Niguel website -. · 331 __ https://cityoflagunaniguel.org/, Wednesday, July 4, 2018 _ _:__ 332 , _ William. Leonard, SoberJivin-g.homes in Orange County California, Sober Living Local, Saturday, 333 May 5, 2018
334~- Tony-Saavedra-,-Teri Sforza, De·ath· in rehab generates $7 million award, Orange County Register, 335 Sunday, February 18, 2018
---.336 _ · Teri Sforza,--ToriySaavedra, Quest for sobriety often ends in sexual assault at some rehabs in 337. Southern California, Orange County Register, Friday, January 19, 2018 ORANGE COUNTY GRAND ;JURY 2022 I 2023 Page 37 of 42
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338 US Department of Health and Human Services, Ensuring Beneficiary Health and Safety in Group 339 Homes Through State implementation, DHSS Web Site
340 https://www.hhs.gov/guidance/ docu ment/joint-report-ensuri ng-beneficia ry-hea Ith-and-safety341 group-homes-through-state, Wednesday, January 10, 2018 342 Teri Sforza, Rehab Riviera: Cc:ilif6mia testing Vermont's model to fight addiction, Orange County 343 Register, Friday, December 29, 2017
344 Teri Sforza, Tony Saavedra, Scott Schwebke, Rehab Riviera: Industry struggling to get clean, 345 Orange County Register, Friday, December 29, 2017
346 Teri Sforza, Rehab Riviera: Are drugs for drug addicts a solution or a crutch?, Orange County 347 Register, Thursday, December 28, 2017
348 Tony Saavedra, Scott Schwebke, How a multimillion-dollar empire built around urine drug tests 349 exposes flaws in California's r-elia-b laws, Orange County Register, Sunday, December 17, 2017 350 - Jordan Graham, Are drug rehab-centers fueling homelessness in Southern California?, Orange 351 County Register, Sunday, December 17, 2017
352 Teri Sforza, Are implants for opioid addicts a new hope or a new scam?, Orange County 353 Register, Sunday, October 22, 2017
354 Teri Sforza, San Clemente's 'discriminatory' rules on addiction treatment centers intact after 355 suit settles, Orange County Register, Wednesday, July 5, 2017 356 Teri Sforza, California the over-regulator? Not for addiction treatment, Orange County Register, 357 Friday, June 23, 2017
358 Teri Sfor;-za,·Aadiction-treatme-nt:The new gold rush. 'It's almost chic',-Orange CountyRegister, 359 Friday, June 16, 2017
360 US Congress Committee on Energy and Commerce, Letter to Thomas E. Price, M.D. Secretary 361 _U.S. Department :of Health and Human Services Regarding problems resulting from the 362 ___ dramatic surge of_addiction tre-atment centers and "sober living" homes, Congressional Record, 363 Tuesday, June 13, 2017
- - 364 - Scott Schwebke, Teri Sforza, Federal agents search Sovereign Health rehab in San Clemente, - 365 . elsewhere, Orange County Register, Tuesday, June 13, 2017 366 - - California Department ofSodal-Services Community Care Licensing Division, Power Point on 367 Orange County Regional·Office and what it does Newport Beach Meeting, Web Site of 368--- Department of Social Services www.ccld.ca.gov, Thursday, June 1, 2017 - 369: __ Teri Sforza,=Detox can end in tleatb .at some 'non-medical' Southern California rehabs, Orange 370 County Register, Tuesday, May 23, 2017
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371 Todd Harmonson, Sean Emery, O.C. District Attorney charges family, doctors with insurance 372 fraud related to sober living homes, urine tests, Orange County Register, Tuesday, May 23, 2017 373 Teri Sforza, Tony Saavedra, Scott Schwebke, Lori Basheda, Mindy Schauer, Jeff Gritchen, Ian 374 Wheeler, How some Southern California drug rehab addiction centers exploit addiction, Orange 375 County Register, Sunday, May 21, 2017
: 376 Teri Sforza, Is there a link between neighborhood rehab programs and petty crime in 377 - ·· California?, Orange County Register, Sunday, May 21, 2017 .. .378 - Staff Report, The Southern California rehab industry spans the nation, Orange County Register, 379 Sunday, May 21, 2017
380 · Jan Wheeler, Registered Rehabs Map, Orange County Register, Thursday, May 4, 2017 381 .. Mindy Schauer, Heroin's hold: One man's journey through the Southern California rehab 382 industry, Orange County Register, Monday, May 1, 2017 383 CBS News, OC Neighbors Not ~omfortable Next to Sober Living Homes, YouTube Posting, 384 Tuesday, November 29, 2016
·385 · - · California Research Bureau,· Sober Living Homes in California: Options for State and Local 386 - Regulation, California Research Bureau Publication in State Library · · 387 .. https://www.library.ca.gov/crb/, Friday, October 7, 2016 388 Amy A. Mericle, Katherin_e J. Karrik~r-Jaffe,.Shalika Gupta, David M. Sheridan, Doug L. Polcin, ~ · 389 · _ Distribution and Neighborhood Correlates of Sober Living House Locations in Los Angeles, ·390 · ·American Journal of Community Psychology, Thursday, September 1, 2016 - -~-- ---391 - eri Sforza;-Calif6rnia argues·soberhome ordinances are illegal, forcing cities to make expensive .=:_..:...:392- · ..:.a!:!cisions, Orange County Register, Saturday, December 19, 2015 __ · 393_.-=_J_Murphy--·city-ofla-Mes.=i'EacfSheet, Residential Care Facilities (or "Group Homes") in the City ~39.~L o.f La.Mesa;·city_of La Mesa weos.ife- http://www.cityoflamesa.com, Thursday, October 29, 2015 -_ - . ----395 . _ Courity of nrarige-puolished.gLiideline, Orange County Adult Alcohol And Drug Sober Living _ -. ·· -396·.=. Facilities Certification~Guidelines; County of Orange Sheriff Departments website, Monday, 397 January 27, 2014
-39g - ·- Sober Livin·g by the Sea, Drug.-Rehab and Alcoholism Treatment OC CA by Sober Living by the _ _. __ 399 Sea, YouTube Posting, Wednesday, May 23, 2012 . 400~. __ Vou _Get Me3, Santa Ana Sober Living Homes, YouTube Posting, Saturday, July 3, 2010 - -401 Paul ·J. Weinberg,:AlcohoFAnd Drng Rehab Homes classic Nimbyism Or Everyone's Fair Share, 402 Thomson Reuters/West
403 _ Zoning and Planning Law Report, Wednesday, October 1, 2008 ORANGE COUNTY GRAND JURY 2022 I 2023 Page 39 of 42
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WELCOME TO THE NEIGHBORHOOD
City of Newport Beach, City of Newport Beach Residential Group Home Permit, City of Newport Beach web site City of Newport Beach I Home newportbeachca.gov), Friday, February 1, 2008 David DeBerry, Group Homes in the Neighborhood, Western City, Friday, September 1, 2006 NOTICE
Reports issued by the Grand Jury do not identify individuals interviewed. Penal Code section 929 requires that reports of the Grand Jury not contain the name of any person or facts leading to the identity of any person who provides information to the Grand Jury.
END NOTES
1 Group Homes in the Neighborhood David Debarry, Jeff Bellinger, Western City 09-01-2006 https://www.westerncity.com/article/group-homes-neighborhood 2 Ibid. Division of Housing Policy Development. "Group Home Technical Advisory." California Department of Housing and Community Development, December 2022.
https://www.hcd.ca.gov/sites/default/files/docs/planning-and-community/group-home-technical-advisory2022.pdf 3 CA Health & Safety Code Section 1267.9
_ •
4_Sforza, Terri. "California the over-regulator? Not for addiction treatment." Orange County Register, June · · 23, .2017 ._https://www .ocregister.c4om/2017 /06/23/californ ia-the-over-regulator-not-for-add ictiontreatment . : .. : _ 5Jbid .- Division of Hoi.Jsicig Policy Development. "Group Home Technical Advisory." California - . -_ - ~-.-Department of Housing and Community Development, December 2022. =· : . ·- ~-~ https://~.h.cd.ca.gov/sites/default/fil~s/docs/planning-and-community/group-home-technical-advisory2022.pdf ·
6-Sforza, Terri :-"California the over-regulator? Not for addiction treatment." Orange County Register, June 23 ;--2017 :-https ://www .ocregister .c6om/2017 /06/23/ca liforn ia-the-over-reg u lator-not-for -addictiontreatment/ .7 California Research. Bureau, Sober Living Homes in California: Options for State and Local Regulation, California Research Bureau Publication in State Library_Friday, October 7, 2016, https://www.library.ca.gov/crb/~
8 CA Health & Safety Code Section 1267.9
ORANGE COUNTY GRAND JURY 2022 I 2023 Page 40 of 42
. \
48 WELCOME TO THE NEIGHBORHOOD
9Orange County Register Megan Nicolai, July 15, 2015, Newport Beach Settles legal battle over SoberLiving homes~ _ 10 Orange C_ounty Register Megan Nicolai, July 15, 2015, Newport Beach Settles legal battle over SoberLiving homes. 11 Los Angeles Times Susannah Rosenblatt, May 22, 2008, Sober living homes rushing to meet Newport's deadline.
12 Community Meeting on Group Residential Uses October 11, 2021 Meeting Summary https://nbpd.newportbeachca.gov/home/showpublisheddocument/70754/637703409585700000 13 New regional task force will ta~kle issues with sober living and recovery homes.News Category, City of Mission Viejo Public Notices, September 1, 2022, new regional task force will tackle issues with sober living and recovery homes I City of Mission Viejo
14 Grandma's House of Hope v. City of Anaheim and City Council of Anaheim Case No. 30-2022- 0124183-CU-WM-OJC
15 Newport Beach Ordinance 2008-05
16 Orange CoUhty Register Megan Nicolai, July 15, 2015, Newport Beach Settles legal battle over SoberLiving homes~ 17 City of Costa Mesa Ordinance Chapter 13-3001
__ 18_Orange County Register Articl~, May 21 , 2021 - State argues sober home ordinances are illegal, forcing cities to make expensive decisions
_ 19 $42 Billion_u .s : Addiction Rehab Industry Poised for Growth, and Challenges (marketresearch.com) _2° Ca Department Of Housing And Community Development, Group Home Technical Advisory, dated December _2022 ___ _
__ .:.... .:::_2~ Housing ElementUpdate, 2021-2029 Planning Period FAQ & Fact Sheet,City of Arcadia __ _ ___ _ _ _ __ https://cms9files.rnvize.com/ar'cadia/Shape%20Arcadia/Development%20Services/planning/Housing%20 -~:_ _ -~ .- = · - Eleme·nt%20Update/FAQ/Housing%20Element%20Fact%20Sheet_FINAL.pdf ~ _ ·· - ~ _ :: _ -. _ ~ ____ 22 www.gov.ca.gov/2021/09/28/governor-newsom-signs-legislation .~3 Growing·tistof Penalties-for-Local-Governments Failing to Meet State Housing Law, Association of Bay _ Area Governments;.June 2021, https://abag.ca.gov/sites/default/files/documents/2021- 06t9cinsequences%20of%20Non-Compliance%20with%20Housing%20Laws.pdf 24 Housing Elemenl l:lpdate, 2021-2029 Planning Period FAQ & Fact Sheet,City of Arcadia __ .. https://cm-s9files.revize.com/arcadia/Shape%20Arcadia/Development%20Services/planning/Housing%20 Ele!!]ento/o20Update/FAQ/Housing%20Element%20Fact%20Sheet_FINAL.pdf - ~ 5=rtousing Element-Update, 2021-2029 Planning Period FAQ & Fact Sheet,City of Arcadia ________ https://cms9files.revize.comjarcadia/_Shape%20Arcadia/Development%20Services/planning/Housing%20 - · Ele!Jlent%20Update/FAQ/Housing%20Element%20Fact%20Sheet_FINAL.pdf ORANGE COUNTY GRAND ;JURY 2022 I 2023 Page 41 of 42
49 WELCOME TO THE NEIGHBORHOOD
26 Walker, Theresa OC Register 10-25-2021 Housing for mentally ill homeless women draws heated Anaheim response
https ://www .ocreg i ste r. com/2021 / 1 0/25/ho us ing-for-mentally-i I I-homeless-worn en-draws-heated-a na heimresponse/ 27 Grandma's House of Hope v._ City of Anaheim and City Council of Anaheim Case No. 30-2022- 0124183-CU-WM-OJC
28 City of Anaheim Planning Commission.PC Action Packets 8-30-2021 https://records.anaheim.net/CityClerk/DocView.aspx?id=2428318&dbid=0&repo=CITYOFANAHEIM 29 Many attend town hall on rehab houses.QC Register, 2-23-2007 Many attend Newport town hall on rehab houses - Orange County Register (ocregister.com) 30 Ibid. Many attend town hall on rehab houses
31 Sober Living Homes Town Hall
ORANGE COUNTY GRAND JURY 2022 I 2023 Page 42 of 42
ATTACHMENT 2
50 California Penal Code Sections §933 and §933.05
(Note: To reduce grand jury requests for additional response information, the grand Jury has bolded those words in ~ which should be appropriately included in a response.)
933. (a) Each grand jury shall sL1bmit to the presiding judge of the superior cowi a final repo1t of its findings and recommendations that pe1tain to county government matters during the fiscal or calendar year. Final repo1ts on any appropriate subject may be submitted to the presiding judge of the superior colllt at any time during the tenn of service of a grand jury. A final repo1t may be submitted for comment to responsible officers, agencies, or departments, including the county board of supervisors, \Vhen applicable, upon finding of the presiding judge that the report is in compliance with this title . For 45 days after the end of the term, the foreperson and his or her designees shall, upon reasonable notice, be available to· clarify the recommendations of the report. (b) Ql}~ .. G9PY oJ~~-c;:11 fin11.l rep_ott;Jogether:with the responses thereto, found to be in compliance with this title shall be plated on file with th~ cledc of the·cou1t ai1d remain on file in the office of the clerk. The clerk shall immediately fo1ward a tr~1e copy o_f the repo1t and the respoqses to the State Archivist who shall retain that repo1t and alt responses in perpetuity.
(c) No _later tb_an9Q days aftenhe grand jury s·ubmits a final repo1t on the operations of any public agency subject to its reviewing authority·, the. governing body ofth_~ public agency shall comment to the presiding judge of the superior court - on the·f111djngtand·recomme11dations pertaining.to matters under the control of the governing body, and every elected county officer or agency head for which the grand jury has responsibility pursuant to Section 914. l shall comment within 6Q·days to the presiding judge of the superior court, with an information copy sent to the board of supervisors, on the findings and recommei1dations pertai1iing to matters under the control of that county officer or agency head and any agency.or.agencies _which .that officer or agency head supervises or controls. In any city and county, the mayor shall also_commenton-the.firidings and re.commendations. All of these comments and repo1ts shall fo1thwith be submitted-tq _the_presi_dirrg judge of the-superior:court who impaneled the grand jury. A copy of all responses to grand .· jury re.po1ts shall be placed on file wfth tl1e clerk of the public agency and the office of the county clerk, or the mayor :when applicable;·a11d shall re1nain on file in those offices. One copy shall be placed on file with the applicable grand jury final repo1t by, and in the controi of the c1irrently impaneled grand jury, where it shall be maintained for a minimum of five years.
(d) As used in this section "agency" includes a department. 933.QS. (a). For purposes qf subdivision ~h) of Section 933; as to each grand jury finding, the responding person or entity shall indicate one of the following:
(1) The respondent agrees with the finding.
(2) The respondent~disagrees Jvholly 01' partially.y{ith the finding, in which case the response shall specify the portion of_th~_ nnciingthat is disputed and shail include an explanation of the reasons therefor. · (b )_ For p11rpos~s_9f.s11bdiyision (b) of Section933 as to each grancij]diy _r~@mmendation, the resRonding person or entity ___ _ c__c.....c.c._c.c...~~ shall report one of the following actions:
_-____ ~ _ .. ~:.: ... Jl) -Jl}e.r~c;o1mni:.:nd.i:1tion:has .. b_een implemented, with a summary regarding the implemented action. -~ . . (4) The recommendatio1.1 ba.s no_t yetb.een .implemented, but will be implemented in the future, with a timeframe for implementation .
. .. (3.) _The re.commendation . requires further iwiilys_is, with an explanation and the scope and parameters of an analysis ·· - · :or study, -and _a._·t_imefratne for"the· matter tq be prepared for discussion by the officer or head of the agency or · -· ·:_ ·depa1tmenrbei:ng_inv.estigated·or reviewed, including the governing body of the public agency when applicable. This _ ·_ ·· _JiJn~fram.e.llhall notexc;eed six months from the date of publication of the grand jury report . . --: ( 4) . The-rec;ormne1J.dation-wi11.Ji6t.be .i.roplemented because it is not warranted or is not reasonable, with an explanation therefor.
,- ··· :(c) __ ·Howe.v.eJ; if::a ·finding .or.r~commendation·ofthe grand jury addresses budgetary or personnel matters of a county . • · ·:agency_or department headed .. ·byc1n. elect!:!d offikei:,.both the agency or department head and the board of supervisors . _ .... • . ... • .. :._ __ sb.aU r.espond i.f.req~Le .. sJed:by:the :grandjury;.but the response of the board of supervisors shall address only those · · budgetary or personnel matters over. which :it has: s.ome decision making authority. The response of t_he elected agency _ -···--· -.:.. -~ ~- or.d~pa!1m.~.11U.~ad .. s.hall ad.dress _albspects of the findings or recommendations affecting his or her agency or department , - · . ·
.. ( d) A grandjury 'may .reques.La-.subject person or entity to come before the grand jury for the purpose of reading and .. . .. _:.. . ___ .:<:i_i~~u_s_sing th~finclings _Qf U1e cgrahdjury.Jeport that relates to that person or entity in order to verify the accuracy of the findings prior to their release.
(e) During an investigation;the grand jury shall meet with the subject of that investigation regarding the investigation, unless the cou1i, either on .. its own determination or upon request of the foreperson of the grand jury, determines that such a meeting would be detrimental.
(f) · A grand jury shall provide to the affected ageni;;y a.cQpy of the portion of the grand jury repo1t relating to that person or entity two working ·day~ p1·iq_r.to its public release and after the approval of the presiding judge. No officer, agency, department,_or governing body of a public agency shall disclose any contents of the report prior to the public release of the final repo1i. ·
Attachment 3
RESOLUTION NO. 23-77
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SAN CLEMENTE, CALIFORNIA, APPROVING RESPONSE
TO FINDINGS AND RECOMMENDATIONS IN THE REPORT
OF THE ORANGE COUNTY GRAND JURY - “WELCOME TO
THE NEIGHBORHOOD” ARE CITIES RESPONSIBLY
MANAGING THE INTEGRATION OF GROUP HOMES?
WHEREAS, on June 7, 2023, the City of San Clemente was sent a copy of the 2022- 2023 Orange County Grand Jury report, “Welcome to the Neighborhood” Are cities responsibly managing the integration of group homes?; and WHEREAS, the focus of the report is unlicensed sober living homes and the impacts on communities when there is an overconcentration in residential neighborhoods and the challenges cities face in their regulation; and
WHEREAS, California Penal Code Section 933 requires the City to provide a response to each of the findings and recommendations in the report; and WHEREAS, California Penal Code Section 933.05 specifies the manner in which the responses and comments on the findings and recommendations are to be made; and WHEREAS, the City values the opportunity to respond to the report, share our perspective, and provide firsthand knowledge to each of the issues requested by the Grand Jury; and
WHEREAS, the responses must be submitted to the Presiding Judge of the Superior Court by September 13, 2023; and
WHEREAS, the City Council has reviewed the report.
NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:
Section 1. That the above recitations are true and correct and incorporated herein.
Section 2. That the Mayor is authorized and directed to respond to the findings and recommendations noted in the report by submitting a letter to the Presiding Judge of the Superior Court by September 13, 2023 in substantially the same form as attached to this Resolution as Exhibit A, which is incorporated fully herein by this reference.
Section 3. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.
PASSED AND ADOPTED this _____ day of ____________________, 2023. 51 Resolution No. 23-77 Page 2
ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §
CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-77 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:
AYES:
NOES:
ABSENT:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
52 Resolution No. 23-77 Page 3
Exhibit A
OFFICE OF THE MAYOR
AND CITY COUNCIL
Chris Duncan
Mayor
Steve Knoblock
Mayor Pro Tem
Victor Cabral
Mark Enmeier
Rick Loeffler
CITY MANAGER
Andy Hall
910 Calle Negocio
San Clemente, CA 92673
Phone: (949) 361-8200
“The Spanish Village
by the Sea”
August 16, 2023
The Honorable Maria Hernandez,
Presiding Judge of the Superior Court
Orange County Grand Jury
700 Civic Center Drive West
Santa Ana, CA 92701
Subject: Report of the Orange County Grand Jury - “Welcome to the Neighborhood” Are cities responsible managing the integration of group homes?”
Dear Presiding Judge Hernandez,
The City of San Clemente (City) appreciates the time and effort the Grand Jury spent on the development of their report, “Welcome to the Neighborhood” Are cities responsible managing the integration of group homes? The City Council has reviewed the report and authorized the attached response to the findings and recommendations noted in the report. The City values the opportunity to respond to the report, share our perspective, and provide firsthand knowledge to each of the issues requested by the Grand Jury.
If the City of San Clemente can provide additional information or clarification of our response, please do not hesitate to contact City Manager Andy Hall at [email protected].
Sincerely,
Chris Duncan, Mayor
City of San Clemente
Enclosure: City of San Clemente’s Response to Findings and Recommendations
cc: City of San Clemente Council Members
Andy Hall, City Manager
CELEBRATING 90 YEARS OF INCORPORATION
53 an
----Clemente
Resolution No. 23-77 Page 4
City of San Clemente Responses to Finding & Recommendations: 2022-2023 Orange County Grand Jury report, “Welcome to the Neighborhood: Are cities responsibly managing the integration of group homes?”
Findings and Responses
F1 Group homes too close to one another contribute to the problems associated with overconcentration.
Response - Agree
F2 Common nuisances are more likely and disruptive when sober living homes are concentrated in a small geographic area of a neighborhood.
Response - Agree
F3 Some cities have successfully addressed and informed community members about the challenges faced in regulating group homes.
Response - Agree
F4 Community satisfaction was minimal when cities took the traditional public comment approach towards addressing community complaints.
Response - Agree
F5 Cities are not utilizing police, fire, and code enforcement complaints as a means of locating and tracking Group Homes.
Response – Disagree wholly with this Findings that implies that the only way to locate and track group home is via complaints, rather than other pro-active methods such as business licensing, which San Clemente requires.
F6 Cities are inhibited from enacting and enforcing ordinances due to fears over the potential cost of litigation.
Response - Agree
F7 Several cities have created an ordinance that requires a ministerial permit or registration to operate a group home, however many of these cities do not enforce their ordinances.
Response – Disagree in part with the Finding, in that lack of enforcement does not apply to San Clemente. San Clemente enforces its ordinances.
F8 City and County officials are deterred from regulating group homes by California Housing and Community Development's housing element approval process. 54 Resolution No. 23-77 Page 5
Response - Agree
F9 Cities have historically strategized and acted independently in addressing group home challenges and solutions.
Response – Disagree in part with the Finding, as this statement does not apply to San Clemente. San Clemente has consulted and coordinated with other cities to discuss solutions to the challenges faced by the overconcentration of group homes and unlicensed facilities, including exploring best practices and lessons learned, and using that information to develop a successful ordinance.
F10 Well-operated group homes can integrate smoothly into neighborhoods.
Response - Agree
F11 There is a lack of regulatory oversight for the health and safety of residents of unlicensed group homes.
Response - Agree
Recommendations and Response
R1 Orange County cities and the County of Orange should address citizen concerns regarding group homes by providing an opportunity for an open dialog where an interdisciplinary panel of subject matter experts can share with attendees the challenges cities are facing in the management of group homes. To be implemented by July 1, 2024. (F3, F4)
City’s Response:
The Recommendation will not be implemented because it is not warranted at this time.
The City of San Clemente does not regulate how group homes are managed. While unlicensed group homes have resulted in a great deal of citizen concerns in the past, through pro-active dialogue with the community, development of ordinances and enforcement of regulations, the City of San Clemente has been able to effectively address the challenges over time. As citizen concerns arise, the City will hold public meetings and forums to educate all members of the community on the topic of group homes.
R2 By December 31, 2024, Orange County cities and the County of Orange should collaborate in their efforts to create ordinances for the regulation of group homes, including the development of model ordinances. (F6, F7, F9) City’s Response:
The Recommendation will not be implemented because it is not warranted at this time.
San Clemente has already established successful ordinances for the regulation of transitory lodging uses and unlicensed group homes, and does not see the need to expend additional resources for the creation of another ordinance. 55 Resolution No. 23-77 Page 6
R3 Orange County cities and the County of Orange should pool resources for defense of lawsuits challenging group home ordinances. To be implemented by July 1, 2024. (F6, F8, F9)
City’s Response:
The Recommendation will not be implemented because it is not warranted at this time.
If San Clemente were sued in the same case as the County of Orange and other cities in the County, San Clemente would consider joining in the defense of a lawsuit challenging its group home ordinances.
R4 The County of Orange and Orange County cities should create a Task Force that includes representatives from OC cities, unincorporated areas, and other entities as appropriate and charge it with the responsibility of developing a plan to generate awareness among State legislators and regulators of the need for improved regulations and management standards to ensure health and safety for Group Home residents. To be implemented by July 1, 2024. (F2, F10, F11) City’s Response:
The Recommendation has not been fully implemented, but will be implemented in the future by July 1, 2024. San Clemente intends to in the South Orange County Sober Living and Recovery Task Force.
R5 Orange County cities and the County of Orange should modify code enforcement report data collection forms to include a searchable field that enables the identification of a residence operating as a group home. To be implemented by July 1, 2024. (F5, F7, F11)
City’s Response:
The Recommendation will not be implemented because it is not warranted at this time.
The City of San Clemente does not need to utilize code enforcement data as a means to track group homes. Licensed group homes of six or fewer are already in the State of California data base. Unlicensed group homes of six or fewer are required to obtain a residential care facility permit from the City. Unlicensed group homes of six or more are required to obtain a boarding house permit from the City. 56 AGENDA REPORT
CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 8/15/2023 Agenda Item: 6G
Department: City Council
Prepared By Andy Hall, City Manager
Subject:
CONSIDERATION OF OPPOSITION TO SENATE BILL 423 (WIENER) BY-RIGHT HOUSING APPROVALS: MULTIFAMILY HOUSING DEVELOPMENTS: SB 35 (CHAPTER 366, STATUTES OF 2017) AND ASSEMBLY BILL 309 (LEE) SOCIAL HOUSING PROGRAM Fiscal Impact:
No direct fiscal impact.
Summary:
The City is a member of the League of California Cities (CalCities) which is an organization that includes membership by a majority of the communities in the State of California. In addition to several other responsibilities, CalCities researches and monitors state legislation for impact on municipalities.
When a bill is identified to be harmful to cities, CalCities encourages cities to provide letters of opposition. When legislation would benefit cities, a similar call for a letter of support is requested.
CalCities is seeking letters of opposition to SB 423 and AB 309, both associated with the loss of local control in the provision of housing in the community.
Background:
Senate Bill 423 (SB 423) would greatly expand previous legislation, SB 35 (Chapter 366, Statutes of 2017), and require cities to ministerially approve certain multifamily housing projects without public input or environmental review, even on parcels under the California Coastal Commission’s jurisdiction. Cities would have no ability to impose zoning standards, objective standards, or design review requirements on state-owned or state-leased land within cities. This not only completely removes local control of land use and zoning, but also eliminates the ability of the public to be involved in these critical decisions that impact communities.
Assembly Bill 309 (AB 309) would create the Social Housing Program within the Department of General Services to facilitate the construction of government-owned housing on leased state property or excess state-owned property. Cities would have no ability to impose zoning standards, objective standards, or design review requirements on state-owned or state-leased land. Again, this would eliminate local control and the ability of the public to provide input on land use and development in the City.
It is anticipated that both SB 423 and AB 309 will be heard sometime between August 14 and September 1.
CITY OF SAN CLEMENTE Page 1 of 2 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6G
Council Options:
· Authorize the Mayor to sign letters of opposition and submit the letters to state legislators. · Modify the letters of opposition and authorize the Mayor to sign and submit the letters to state legislators.
· Take no action.
Environmental Review/Analysis:
This is not a “project” as defined by the California Environmental Quality Act.
Recommended Actions:
Staff Recommendation
Staff recommends the City Council authorize the Mayor to execute and submit letters of opposition to SB 423 and AB 309.
Attachment:
1. Letter of Opposition to SB 423
2. Letter of Opposition to AB 309
Notification:
Connor Medina, OC Representative, League of California Cities CITY OF SAN CLEMENTE Page 2 of 2 Printed on 8/9/2023
powered by Legistar™ 2
ATTACHMENT 1
City Hall ● 910 Calle Negocio, San Clemente CA 92673 ● (949) 361-8200 ● www.san-clemente.org
OFFICE OF THE MAYOR
AND CITY COUNCIL
Chris Duncan
Mayor
Steve Knoblock
Mayor Pro Tem
Victor Cabral
Mark Enmeier
Rick Loeffler
CITY MANAGER
Andy Hall
910 Calle Negocio
San Clemente, CA 92673
Phone: (949) 361-8200
“The Spanish Village
by the Sea”
August 15, 2023
The Honorable Laurie Davies District Office
California State Assembly District 74 2420 Vista Way, Suite 112 P.O. Box 942849 Oceanside, CA 92054
Sacramento, CA 94249-0074
RE: SB 423 (Wiener) By-right housing approvals: multifamily housing developments: SB 35 (Chapter 366, Statutes of 2017) expansion.
Notice of Opposition
Dear Assembly Member Davies:
The City of San Clemente would like to express opposition to SB 423, which would greatly expand SB 35 (Chapter 366, Statutes of 2017), extend the January 1, 2026 sunset date to January 1, 2036, and allow the Department of General Services (DGS) to control housing developments on state-owned or state-leased property, regardless of the locally required zoning or development standards.
The City of San Clemente recognizes the need for additional housing, especially housing that is attainable by residents with lower incomes. Local leaders are working to find creative solutions so homes of all income levels can be constructed. All barriers to housing are being examined and addressed to the extent possible, while navigating the state’s annual barrage of overreaching housing bills that have thus far demonstrated limited success and only served to slow the housing construction process.
SB 423 is the latest overreaching bill. This measure would double-down on the recent trend of the state overriding its own mandated local housing plans by forcing cities to approve certain housing projects without regard to the needs of the community, opportunities for environmental review, or public input. While it may be frustrating for some developers to address neighborhood concerns about traffic, parking, and other development impacts, those directly affected by such projects have a right to be heard.
Public engagement also often leads to better projects. Not having such outlets will increase public distrust in government and result in additional ballot measures limiting housing development.
Instead of continuing to pursue top-down, one-size-fits-all legislation, lawmakers should partner with local officials. That’s why the League of California Cities continues to call on the Governor and lawmakers to CELEBRATING 90 YEARS OF INCORPORATION
3 an
---Clemente
_______________________________
Kathleen Ward
Mayor, City of San Clemente
annually invest $3 billion to help cities prevent and reduce homelessness and spur housing development. Targeted, ongoing funding is the only way cities can find community-based solutions that get our residents off the streets and keep them in their homes. California will never produce the number of homes needed with an increasingly state driven, by-right housing approval process. What is really needed is a sustainable state investment that matches the scale of this long-term crisis.
For these reasons, the City of San Clemente respectfully opposes SB 423 and encourages you to vote no on the bill.
Sincerely,
Chris Duncan
Mayor
City of San Clemente
4 ATTACHMENT 2
City Hall ● 910 Calle Negocio, San Clemente CA 92673 ● (949) 361-8200 ● www.san-clemente.org
OFFICE OF THE MAYOR
AND CITY COUNCIL
Chris Duncan
Mayor
Steve Knoblock
Mayor Pro Tem
Victor Cabral
Mark Enmeier
Rick Loeffler
CITY MANAGER
Andy Hall
910 Calle Negocio
San Clemente, CA 92673
Phone: (949) 361-8200
“The Spanish Village
by the Sea”
August 15, 2023
The Honorable Senator Janet Nguyen District Office
California State Senate District 36 301 Main Street, Suite 212 1021 O Street, Suite 7130 Huntington Beach, CA 92648
Sacramento, CA 95814
RE: AB 309 (Lee) Social Housing Program
(as amended 7/13/2023)
Notice of Oppose Unless Amended
Dear Senator Nguyen:
Unless amended to address several concerns, the City of San Clemente writes to express our opposition to AB 309 (Lee). AB 309 would create the Social Housing Program within the Department of General Services (DGS) to facilitate the construction of government-owned housing on leased state property or excess state-owned property. Cities would have no ability to regulate zoning or development standards, including floor area ratios, height limitations, or density requirements.
The intent of producing more housing, especially for persons of lower income, is strongly supported by the City of San Clemente. Housing affordability and homelessness are among the most critical issues facing California cities, including San Clemente. Affordably priced homes are out of reach for many people and housing is not being constructed fast enough to meet the current or projected needs of people living in the state. Cities lay the essential groundwork for housing production by planning and zoning new projects in their communities based on extensive public input and engagement, as well as state housing laws. Importantly, cities are currently updating housing plans to identify sites for more than 2.5 million additional housing units.
AB 309 would disregard this state-mandated planning process and specifically empower DGS to make land use and zoning decisions on state excess property. If DGS can approve housing, why should cities go through the multiyear planning process to identify sites suitable for new housing units if the state can ignore those plans and build housing on sites never considered for new housing? Critical infrastructure planning for adequate water, sewer, power and other services is completely useless and the ability to provide all municipal services are jeopardized.
While AB 309 currently limits DGS authority to three housing projects on declared excess state property suitable for housing, the measure broadly CELEBRATING 90 YEARS OF INCORPORATION
5 an
---Clemente
_______________________________
Kathleen Ward
Mayor, City of San Clemente
establishes the Social Housing Program within DGS and could be easily expanded to include all state-owned lands. Bypassing California’s longstanding housing planning laws and local rules is not a way out of the housing crisis. That’s why CalCities continues to call on the Governor and lawmakers to annually invest $3 billion to help cities prevent and reduce homelessness and spur affordable housing development.
Targeted, ongoing funding is the only way cities can find community-based solutions that produce housing at all income levels.
For these reasons, the City of San Clemente respectfully opposes AB 309, unless amended, and asks that you vote against the bill.
Sincerely,
Chris Duncan
Mayor
City of San Clemente
Cc: Connor Medina, Regional Public Affairs Manager, Cal Cities (via email) League of California Cities (Via email: [email protected]) 6 AGENDA REPORT
CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 8/15/2023 Agenda Item: 6H
Department: Public Works
Prepared By Amir Ilkhanipour, Principal Civil Engineer
Subject:
CONSIDERATION OF A RESOLUTION TO APPROVE AN INCREASE TO THE CONTINGENCY FOR THE STORM DRAIN IMPROVEMENTS AT 1601 CALLE LAS BOLAS, CIP PROJECT NO. 10015, IN THE AMOUNT OF $79,030; APPROVE TRANSFER OF $38,311 FROM SEWER DEPRECIATION RESERVE TO ACCOUNT NO. 033-834-45300-000-10015; AND APPROVE AN ADDITIONAL $25,000 FOR CONSTRUCTION MANAGEMENT AND INSPECTION SERVICES.
Fiscal Impact:
Yes. The $79,030 increase to the contingency and the additional requested $25,000 for Construction Management Inspection services are available within the Account No. 033-834-45300-000-10015; and there is available funding for the transfer of $38,311 from the Sewer Depreciation Reserve Fund into Account No. 033-834-45300-000-10015.
Summary:
Catch basins and storm drain improvements were needed at the intersection of Calle Las Bolas and Avenida Florencia and on Avenida Florencia to increase the drainage capacity of the storm drain system. Part of the Storm Drain Improvements at 1601 Calle Las Bolas (Project) were constructed during unusually heavy rains. Due to ground water challenges during construction in the winter rain season, additional unforeseen costs were incurred to the Project beyond the originally approved contingency of $99,000. The Project is now near completion. Before the City Council is approval of an additional $79,030 to the Project contingency; approval of transfer of $38,311 from the Sewer Depreciation Reserve Fund to Account No. 033-834-45300-000-10015 for a sewer main repair that had to be performed during construction; and approval of additional $25,000 for the construction management and inspection services.
Background:
On June 21, 2022, City Council awarded a contract to 3Sixty Innovation, Inc. (3Sixty) in the amount of $499,460 with a contingency of $99,000 for the Storm Drain Improvements at 1601 Calle Las Bolas (Attachment 2). Originally, the total estimated construction cost for the Project was $653,460, including the construction management, administration, inspection and soil testing of $55,000.
From February 21 to March 21, 2023, Orange County experienced approximately 10.5 inches of rain, in comparison to the total annual 13 to 15 inches of rainfall for Orange County. During Project construction from November 2022 through April, 2023, excess rainfall and heavy storms caused ground water flows into trenches that exceeded expectations.
Dewatering the ground water created construction difficulties that required extra work by 3Sixty to install the storm drain pipes and placement of backfill accordingly. Costs for extra work, including dewatering and trench shoring, were beyond the approved contingency of $99,000. The total change CITY OF SAN CLEMENTE Page 1 of 3 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6H
dewatering and trench shoring, were beyond the approved contingency of $99,000. The total change orders due to the excess ground water, additional shoring and other unforeseen conditions were $117,341, including a trenchless repair of an 8-inch sewer main in close proximity to the storm drain.
Due to the additional ground water related work, the construction management and inspection efforts increased, requiring more staff time and consultant support. Staff is requesting additional $25,000 to the previously approved $55,000 for construction management and inspection services on the Project.
During construction, a close circuit TV (CCTV) inspection showed that the 8-inch sewer main within the construction area needed immediate repairs. Staff requested a quote from 3Sixty for performing this emergency trenchless repair. The quote received from 3Sixty was in the amount of $38,311. Staff reviewed the quote and determined that the cost was reasonable. Since there was adequate funding in the approved project contingency of $99,000 at the time, a change order in the amount of $38,311 was issued to 3Sixty and the work was performed immediately. Funds for the emergency repair (i.e. $38,311) should now be transferred from the Sewer Depreciation Reserve Fund to the Project account of 033-834-45300-000-10015.
Council Options:
· Adopt Resolution No. 23-78, approving an increase of the Project contingency by $79,030; approving a transfer of $38,311 from the Sewer Depreciation Reserve to Account No. 033-834- 45300-000-10015; and approving an additional $25,000 for increased construction management and inspection services.
· Modify and adopt Resolution No. 23-78.
· Do not adopt Resolution No. 23-78.
· Continue the Item and direct staff to provide additional information.
Environmental Review/Analysis:
This project was previously determined to be categorically exempt from the California Environmental Quality Act (CEQA) under Class 3 (NEW CONSTRUCTION OR CONVERSION OF SMALL STRUCTURE, 14 CCR 15303), Section 15303 of the state CEQA Guidelines. A Notice of Exemption was filed with the County of Orange Recorder’s Office on April 26, 2022 for this Project. (See Attachment 4.)
Recommended Actions:
Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-78, which will:
1. Approve an increase to the project contingency in the amount of $79,030 for the Storm Drain Improvements at 1601 Calle Las Bolas, CIP Project No. 10015;
2. Approve a transfer of $38,311 from the Sewer Depreciation Reserve Fund to Account No. 033- 834-45300-000-10015, Las Bolas Storm Drain Improvements, CIP Project No. 10015, for the emergency repairs to the 8-inch sewer main performed during the Project; and CITY OF SAN CLEMENTE Page 2 of 3 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6H
3. Approve an additional $25,000 for the construction management and inspection services for the Storm Drain Improvements at Called Las Bolas, CIP Project No. 10015.
Attachment:
1. Location Map
2. Staff Report dated, June 21, 2022 without attachments
3. Resolution No. 23-78
4. Notice of Exemption
Notification:
None.
CITY OF SAN CLEMENTE Page 3 of 3 Printed on 8/9/2023
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CLE LAGO
A V
E
T R A B U C O
EL CAMINO REAL (COAST HWY)
AVE PICO
LOS OBREROS LN
BOCA DE LA PLAYA
AVE ESTACION CLE DESHECHA
DE LA PLAYA
CLE COLINA
BUENA VIS
CLE SACRAMENTO
AVE HACIENDA
CLE LAS BOLAS
CLE VALLE
AVE DE LA
CLE BONIT
CLE MIRADOR
AVE DEL REPOSO
RINCON CT
A. T. & S. F. R. R.
A. T. & S. F. R. R. AVE DE LA GRULLA
AVE PELAYO
PORTAL ST
AVE FLORENCIA DIJE CT
PONIENTE
CLE PUENTE
PACIFIC OCEAN
EL CAMINO REAL
AVE DEL
DE LOS
CALLE MOLINOS
SAN CLEMENTE
WATER RECLAMATION
PLANT
Storm Drain Improvements at
1601 Las Bolas
ATTACHMENT 1
PN 10015
NOT TO SCALE
PROJECT
LOCATION
4 1
C
l
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Tel (949) 361-6100
Fax (949) 361-8316
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AGENDA REPORT
SAN CLEMENTE CITY COUNCIL MEETING
Meeting Date: June 21 , 2022
Agenda Item 4 �
Approvals:
City Manager �
Dept. Head ;711--
Attorney C::f
Finance��
---------------------------
Department:
Prepared By:
Subject:
Public Works / Engineering Division
Amir K. llkhanipour, Senior Civil Engineer
CONSTRUCTION CONTRACT AWARD TO 3SIXTY INNOVATION, INC. FOR THE STORM DRAIN IMPROVEMENTS AT 1601 CALLE LAS BOLAS, PROJECT NO. 10015 Fiscal Impact: Yes. The estimated total construction cost of $653,460 is within the approved project budget of $1,109,247 available from the Storm Drain Fund Depreciation Reserve.
Summary: Staff recommends approval of a construction contract with 3Sixty Innovation, Inc., in the amount of $499,460 for the Storm Drain Improvements at 1601 Calle Las Bolas Improvements.
Background: Catch basin and storm drain improvements are needed at the intersection of Calle Las Bolas and Avenida Florencia to increase the drainage capacity of the storm drain system in this area. Staff prepared a bid package for these improvements and advertised the project for competitive bidding on the PlanetBids website. Ten bids were received on May 23, 2022, ranging from $499,460 to $1,240,710, as shown on Attachment 2. The lowest responsive bidder was 3Sixty Innovation, Inc. of San Diego, California, at $499,460. Based on the low bid, construction costs are estimated as follows:
Recommended
Construction Contract
Construction Management, Administration,
Inspection and Soils Testing
Project Contingency (20%)
Total Estimated Construction Costs
$499,460
55,000
99,000
$653,460
As required by City Policy and State Law, the Contractor will be required to provide performance and payment bonds simultaneously with execution of the construction contract (Attachment 3). Project plans and specifications are on file in the City Clerk's office.
Action: Staff Recommends That the City Council:
1. Approve the Plans and Specifications for the Storm Drain Improvements at 1601 Calle Las Bolas, Project No. 10015; and
Public Works Agenda Report
6-21-22 I 4J-1
ATTACHMENT 2
5 2 Page Report Agenda
cute exe to Engineer Director/City Works Public the authorize and Approve 2. and Clemente San of the City between and by , ___ No. Contract Drain Storm the for $499,460, of amount the in Inc., novation, In 10015. No. Project Bolas, Las Calle 1601 at s ovement Impr
1. Attachments:
2. 3.
Map Location
List Bidders'
attachments without ct Contra
ne. No Notification:
ocx -22-Sr.d 1 \6-2 ineering\secure\admin\2022\6-21 s:\cd\eng 4J-2 I 6-21-22
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ATTACHMENT 3
4893-7738-2247 v1
RESOLUTION NO. 23-78
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SAN CLEMENTE, CALIFORNIA, APPROVING AN
INCREASE TO THE CONTINGENCY OF $79,030 FOR
THE STORM DRAIN IMPROVEMENTS AT 1601 CALLE
LAS BOLAS, CIP PROJECT NO. 10015; APPROVING A
TRANSFER OF $38,311 IN FUNDING FROM THE SEWER
DEPRECIATION RESERVE FUND TO ACCOUNT NO.
033-834-45300-000-10015; AND APPROVING AN
ADDITIONAL $25,000 FOR THE CONSTRUCTION
MANAGEMENT AND INSPECTION SERVICES FOR THE
STORM DRAIN IMPROVEMENTS AT CALLE LAS BOLAS,
CIP PROJECT NO. 10015
WHEREAS, catch basins and storm drain improvements were needed at the intersection of Calle Las Bolas and Avenida Florencia and on Avenida Florencia to increase the drainage capacity of the storm drain system; and WHEREAS, on June 21, 2022, City Council awarded a contract to 3Sixty Innovation, Inc. (3Sixty) in the amount of $499,460 with a contingency of $99,000 for the Storm Drain Improvements at 1601 Calle Las Bolas (Project); and WHEREAS, the total estimated construction cost for the project was $653,460 including the construction management, administration, inspection and soil testing of $55,000; and
WHEREAS, from February 21 to March 21, 2023, Orange County experienced approximately 10.5 inches of rain, in comparison to the total annual 13 to 15 inches of rainfall for Orange County; and
WHEREAS, during construction, excess rainfall and heavy storms caused ground water surges into trenches that exceeded expectations and the increased cost due to ground water challenges, dewatering and trench shoring, exceeded the approved contingency of $99,000 for the Project; and
WHEREAS, the total Change Orders due to the excess ground water and additional shoring was $79,030, excluding the cost of an emergency trenchless repair of an 8-inch sewer main (i.e. $38,311); and
WHEREAS, during construction, a close circuit TV (CCTV) inspection showed that the 8-inch sewer main within the construction area needed an emergency trenchless repair; and
WHEREAS, 3Sixty provided a proposal in the amount of $38,311 to conduct this emergency trenchless repair, which cost was reasonable; and 7 Resolution No. 23-78 Page 2
4893-7738-2247 v1
WHEREAS, due to all the additional rain related work, the construction management and inspection efforts increased, requiring more staff time and consultant support.
NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:
SECTION 1. That the above recitations are true and correct and incorporated herein.
SECTION 2. That the Project contingency for the Storm Drain Improvements at 1601 Calle Las Bolas, CIP Project No. 10015 is hereby increased by $79,030.
SECTION 3. That staff is authorized and directed to transfer $38,311 in funding from the Sewer Depreciation Reserve Fund to Account No. 033-834-45300-000-10015, Las Bolas Storm Drain Improvements, CIP Project No. 10015.
SECTION 4. That an additional $25,000 for the construction management and inspection services for the Storm Drain Improvements at Called Las Bolas, CIP Project No. 10015 is hereby approved.
SECTION 5. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.
PASSED AND ADOPTED this _____ day of August, 2023.
_______________________
Mayor of the City of
San Clemente, California
ATTEST:
__________________________
CITY CLERK of the City of
San Clemente, California
8 Resolution No. 23-78 Page 3
4893-7738-2247 v1
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §
CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-78 was adopted at a regular meeting of the City Council of the City of San Clemente held on _______ day of August 2023, by the following vote:
AYES:
NOES:
ABSENT:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________.
_______________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
9 Notice of Exemption
( ·· To: Office of Planning and Research
P.O. Box 3044, Room 212
Sacramento, CA 95812-3044
County Clerk
County of_
Orange County Clerk/Recorder
P.O. Box 238
Santa Ana, CA 92702
Form D
From: (Public Agency) City of San Clemente (Amir llkhanipour) Public Works/Engr. Divsion, 910 Calle Negocio, Suite 100 San Clemente, CA 92673
(Address)
Project Title: Storm Drain Improvements at 1601 Calle Las Bolas, Project No. 10015 Project Location - Specific:
From the intersection of Calle Las Bolas and Avenida Florencia, about 640 feet south of the intersection within Avenida Florencia, San Clemente, California, 92672
Project Location - City: San ---------- Clemente
Description of Nature, Purpose and Beneficiaries of Project:
Project Location - County: Orange
The work consists of extension of the existing 36-inch storm drain at the intersection of Calle Las Bolas and Avenida Florencia in a southerly direction within Avenida Florencia. The size of the proposed storm drain is 24 inches in diameter. As part of this project, three curb inlets with gratings will also be constructed. In heavy rains, Avenida Florencia experiences local flooding that will be alleviated upon �ompletion of this project.
( Name of Public Agency Approving Project: _C_ity_of__S_an_C_le__m_en_te _________________ _ ·�ame of Person or Agency Carrying Out Project: C_
it_yo_f __Sa_n_C_l_em_ e_n_te ________ F __ I_L_E __ D __ _ (
Exempt Status: (check one) APR 2 6 2022
D Ministerial (Sec. 21080(b)(l); 15268);
D Declared Emergency (Sec. 21080(b)(3); 15269(a));
D Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
lxJ Categorical Exemption. State type and section number:
D Statutory Exemptions. State code number:
Section 15303, Class 3
HUGH NGUYEN, CLERK-RECORDER
BY: w DEPUTY
----··....:z;.-i,,.:;.,._--- ------------------------
Reasons why project is exempt:
Consistent with Section 15303, the project consists of extension of an existing 36-inch storm drain line approximately 640 feet upstream to more effectively capture the storm runoff on a steep street. This project is essential to the neighborhood to reduce local street overflows.
Lead Agency
Contact Person: Christopher Wright Area Code/Telephone/Extension: (949} 361-6193 If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a N · ·
en Iied by e public agency approving the project? 1K] Yes D No Signatur ·S=����;:$,����-- Date: q h4 \ ?,;::,l-7,, Title: Associate Planner 't'p-Signed by Lead Agency P O S T E D
28 d Date received for filing at OPR: _________ _
� Signed by Applicant
APR 2 6 2022
ORANGE COUNTY CLERK-RECORDER DEPARTMEN1
BY: ____ __,_�.....,...
/ ___
DEPUTY
Revised 2005
ATTACHMENT 4
10 ~~,l--
'-" .
AGENDA REPORT
CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 8/15/2023 Agenda Item: 6I
Department: Public Works
Prepared By Zak Ponsen, Assistant City Engineer
Subject:
CONSIDERATION OF A RESOLUTION APPROVING FINAL PARCEL MAP 2021-160, 162
AVENIDA FLORENCIA, LECOMPTE DUPLEX CONDOMINIUM SUBDIVISION Summary:
Hallie Levy Lecompte, property owner and Subdivider of Final Parcel Map 2021-160, has submitted the Final Parcel Map for City Council approval. Staff has confirmed that the proposed Final Parcel Map is in conformance with the approved Tentative Parcel Map. Pursuant to the Subdivision Map Act, a legislative body shall not deny approval of a Final Parcel Map if it has previously approved a Tentative Parcel Map for the proposed subdivision and if it finds that the Final Parcel Map is in substantial compliance with the previously approved Tentative Parcel Map. Thus, while the Subdivision Map Act and San Clemente Municipal Code Chapter 16 require Council action to approval the Final Parcel Map, that action is ministerial.
Background:
Parcel Map 2021-160 contains two residential condominium dwelling units on one 4,375 square-foot lot (see attached Location Map). The California Coastal Commission approved a De Minimis waiver on October 21, 2022. The Conditions, Covenants and Restrictions (CC&Rs) for the project have been reviewed and approved by the City Attorney and the Subdivider has reimbursed the City for the costs of that review as required by the Conditions of Approval. The City Engineer has reviewed and is satisfied with the quitclaims in favor of the City that the Subdivider obtained from all persons having any interest in existing rights of way for pipelines for the conveyance of water, and for all rights to all underground water. The Subdivider has satisfied all other Conditions of Approval that are required prior to Final Parcel Map approval. The only remaining Conditions of Approval are for the Subdivider to record the CC&Rs, which will be recorded immediately after the Final Parcel Map, and to dedicate water rights, which have been addressed on the Final Parcel Map. Copies of the proposed Final Parcel Map and approved Tentative Parcel Map are available for review at City Hall in the Public Works-Engineering Division.
Council Options:
Pursuant to the provisions of the Subdivision Map Act and the City Municipal Code Chapter 16, Final Parcel Maps require City Council action for approval, denial, or modifications. Per Subdivision Map Act (Government Code section 66474.1), a legislative body shall not deny approval of a Final Parcel Map if it has previously approved a Tentative Parcel Map for the proposed subdivision and if it finds that the Final Parcel Map is in substantial compliance with the previously approved Tentative Parcel Map. The Tentative Parcel Map 2021-160 (previously referred to as 21-212) was approved by the Zoning Administrator on May 5, 2022 through Resolution ZA 22-003. See Attachment 4.
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Meeting Date: 8/15/2023 Agenda Item: 6I
Unless the Council finds that the Final Parcel Map is not in substantial compliance with the previously approved Tentative Parcel Map, approving the Final Parcel Map is a ministerial action.
Fiscal Impact:
None.
Environmental Review/Analysis:
This project was previously found Categorically Exempt from the requirements of the California Environmental Quality Act pursuant to CEQA Guidelines Section 15315 (Class 15: Minor Land Divisions) and 15301.k (Class 1: Existing Facilities) in connection with the approval of the Tentative Parcel Map. The approval of a Final Parcel Map is a ministerial action and not a “project” under CEQA.
Recommended Actions:
Staff recommends that the City Council approve Resolution No. 23-79, which would:
1. Approve the Final Parcel Map 2021-160 as it conforms to the requirements set forth in the Subdivision Map Act and the previously approved Tentative Parcel Map;
2. Accept on behalf of the City of San Clemente the water rights as dedicated;
3. Authorize and direct the Public Works Director/City Engineer to sign the Final Parcel Map; and
4. Authorize and direct the City Clerk to sign and submit the Final Parcel Map for recordation with the County of Orange Recorder’s Office.
Attachments:
1. Location Map
2. Final Parcel Map Resolution No. 23-79
3. Resolution ZA 22-003
Copies of the proposed Final Parcel Map and approved Tentative Parcel Map are available for review at City Hall in the Public Works-Engineering Division
Notification:
None.
CITY OF SAN CLEMENTE Page 2 of 2 Printed on 8/9/2023
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EAL (COAST HWY) CLE DESHECHA
CLE COLINA
BUENA VIS
CLE SACRAMENTO
AVE HACIENDA
CLE LAS BOLAS CLE MIRAD
AVE DEL REPOSO
A. T. & S. F. R. R.
AVE DE LA GRULLA
AVE PELAYO
PORTAL ST
AVE FLORENCIA DIJE CT
EL CAMINO
Parcel Map 2021-160
162 Avenida Florencia
Attachment 1
NOT TO SCALE
PROJECT
LOCATION
3 C
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I
t
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-:'
,,,,{u!!i City of San Clemente LOCA T/ON MAP
_ 910 Calle Negocio, Suite 100
San Clemente, CA 92673
:g Tel (949) 361-6100 j __ Fax (949) 361-8316 ........... ____ L._ ______ _J ATTACHMENT 2
4860-5047-5367 v1
RESOLUTION NO. 23-79
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SAN CLEMENTE, CALIFORNIA, APPROVING FINAL
PARCEL MAP 2021-160, LOCATED AT 162 AVENIDA
FLORENCIA
WHEREAS, the property owner and subdivider, Hallie Levy Lecompte, owns an existing two-unit apartment building located at 162 Avenida Florencia; and WHEREAS, the subdivider applied for a Tentative Parcel Map in order to subdivide the two-unit apartment building into two condominiums; and WHEREAS, the Tentative Parcel Map 2021-160 was approved by the Zoning Administrator on May 5, 2022 through Resolution ZA 22-003; and WHEREAS, Resolution ZA 22-003 included Conditions of Approval for the subdivider to obtain California Coastal Commission approval for the proposed Final Parcel Map, City Attorney approval of Conditions, Covenants and Restrictions (CC&Rs), and to obtain from all persons having any interest in existing rights of way for pipelines for the conveyance of water and the rights to all underground water; and WHEREAS, the subdivider has satisfied all the Conditions of Approval (or will satisfy them with the recording of the Final Parcel Map) and offered to the City all water rights as dedicated; and
WHEREAS, this project was previously found Categorically Exempt from the requirements of the California Environmental Quality Act pursuant to CEQA Guidelines Section 15315 (Class 15: Minor Land Divisions) and 15301.k (Class 1: Existing Facilities) in connection with the approval of the Tentative Parcel Map; and WHEREAS, pursuant to the provisions of the Subdivision Map Act and the City Municipal Code Chapter 16, Final Parcel Maps require City Council action for approval, denial, or modifications; and
WHEREAS, the Final Parcel Map 2021-160 substantially conforms to the requirements set forth in the Subdivision Map Act and the previously approved Tentative Parcel Map.
NOW, THEREFORE, the City Council of the City of San Clemente does hereby find, determine and resolve as follows:
SECTION 1. That the above recitations are true and correct and incorporated herein.
SECTION 2. The San Clemente City Council hereby approves Final Parcel Map 4 Resolution No. 23-79 Page 2
4860-5047-5367 v1
2021-160 as it conforms to the requirements set forth in the Subdivision Map Act and the previously approved Tentative Parcel Map.
SECTION 3. The San Clemente City Council hereby accepts on behalf of the City of San Clemente the water rights as dedicated on Final Parcel Map 2021-160.
SECTION 4. That the Public Works Director/City Engineer is authorized to execute the Final Parcel Map.
SECTION 5. That the City Clerk is authorized to sign and submit the Final Parcel Map for recordation with the County of Orange Recorder’s Office.
SECTION 6. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.
PASSED AND ADOPTED this _____ day of August, 2023.
_______________________
Mayor of the City of
San Clemente, California
ATTEST:
__________________________
CITY CLERK of the City of
San Clemente, California
5 Resolution No. 23-79 Page 3
4860-5047-5367 v1
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §
CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-79 was adopted at a regular meeting of the City Council of the City of San Clemente held on _______ day of August 2023, by the following vote:
AYES:
NOES:
ABSENT:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________.
_______________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
6 7
RESOLUTION NO. ZA 22-003
A RESOLUTION OF THE ZONING ADMINISTRATOR OF
THE CITY OF SAN CLEMENTE, CALIFORNIA, APPROVING
TENTATIVE PARCEL MAP 2021-160 (TPM 21-212),
LECOMPTE DUPLEX CONDOMINIUM CONVERSION, A
REQUEST TO CONSIDER A DUPLEX CONDOMINIUM
CONVERSION TO ALLOW FOR INDIVIDUAL OWNERSHIP
OF lWO DWELLING UNITS LOCATED AT 162 AVENIDA
FLORENCIA.
WHEREAS, on August 26, 2021, an application was submitted by Greg Borchard, 815 Calle Puente, San Clemente, CA 92672, for Tentative Parcel Map 2021-160 (TPM 21- 212), and deemed complete on March 29, 2022; a request to consider a duplex condominium conversion to allow for individual ownership of two dwelling units located within the Residential Medium Zoning District and Coastal Zone Overlay District. The site's legal description is N TR 821 BLK 3 LOT 11, and Assessor's Parcel Number 692-122-18; and
WHEREAS, the Planning Division has completed an initial environmental assessment of the above matter in accordance with the California Environmental Quality Act (CEQA) and recommends the Zoning Administrator determine the project is Categorically Exempt from CEQA pursuant to State CEQA Guidelines Section 15315 (Class 15: Minor Land Divisions). This is recommended because the project involves a two-unit condominium conversion of a duplex in an urbanized area and no exceptions identified in CEQA Guidelines Section 15300.2 are applicable; and
WHEREAS, on August 27, 2021, December 16, 2021, and March 22, 2022, the City's Development Management T earn (DMT) reviewed the proposed project and determined it complies with the General Plan, Zoning Ordinance, and other applicable City ordinances and codes; and
WHEREAS, on May 5, 2022, the Zoning Administrator of the City of San Clemente held a duly noticed public hearing on the subject application, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties.
NOW, THEREFORE, The Zoning Administrator of the City of San Clemente does . hereby resolve as follows:
Section 1. Incorporation of Recitals.
The Zoning Administrator hereby finds that all of the facts in the Recitals are true and correct and are incorporated and adopted as findings of the Zoning Administrator as fully set forth in this resolution.
8 Resolution No. ZA 22-003 Page 2
Section 2. CEQA Findings.
Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the Zoning Administrator, and the facts outlined below, the Zoning Administrator hereby finds and determines that the proposed project is Categorically Exempt from CEQA pursuant to State CEQA Guidelines Section 15315 (Class 15: Minor Land Divisions).
The project is Categorically Exempt °from California Environmental Quality Act (CEQA) pursuant to CEQA Guidelines Section 15315 (Class 15, Minor Land Divisions) because the project involves the condominium conversion of two dwelling units, for individual ownership, in an urbanized area zoned for residential use. The airspace subdivision is in conformance with the General Plan, Subdivision Map Act, and zoning; no variances or exceptions are required, all public services and access to the proposed condominium units to local standards are available, the parcel was not involved in a division of a larger parcel within the previous two years, and the parcel does not have an average slope greater than 20 percent.
Section 3. Tentative Parcel Map Findings
With respect to Tentative Parcel Map 2021-160 (TPM 21-212), the Zoning Administrator finds as follows:
A. The site is physically suitable for the type of development, in that:
1. The project is limited to subdividing the airspace of an existing duplex building into two condominium units for individual ownership purposes; and
2. The existing development is subject to the Zoning Ordinance, building, health, and safety codes, and other applicable regulations and policies. This includes but is not limited to policies and regulations on land use, setbacks, utility connections, easement access, traffic design standards, etc.
B. The site is physically suitable for the proposed density of the development, in that:
1. The proposed density on the site complies with the maximum allowed for properties in the RM zoning district. The zoning district allows a maximum residential density of one unit per 1,800 square feet of lot area. The subject site is approximately 3,995 square feet, with an allowed density of two units.
C. The design of the condominium conversion or the proposed improvements is not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat, in that:
1. The project is limited to subdividing airspace into two condominiums to allow for separate ownership of each dwelling unit;
2. No physical modifications to the site will result from the proposed subdivision; and
9 Resolution No. ZA 22-003 Page 3
3. The site is in a developed residential area served by existing utilities and public services.
D. The design of the condominium subdivision or the type of improvements is not likely to cause serious public health problems, in that:
1. The project is limited to subdividing the airspace of a duplex into two condominiums to allow for separate ownership of each dwelling unit;
2. No physical modifications to the site will result from the proposed subdivision; and
3. The site is in a developed residential area served by existing utilities and public services.
E. The condominium subdivision, with its prov1s1ons for any design and improvements, is consistent with the General Plan, in that:
1 . The project is limited to subdividing the airspace of an existing duplex building into two condominium units for individual ownership purposes. The project is consistent with the Residential Medium Land Use Designation of the site; and
2. The existing development is subject to the the Zoning Ordinance, building, health, and safety codes, and other applicable regulations and policies. This includes but is not limited to policies and regulations on land use, setbacks, utility connections, easement access, traffic design standards, etc.
F. The design of the condominium subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of the property within the proposed subdivision in that:
1. The proposed project is limited to subdividing an existing duplex building into two condominium units for individual ownership purposes;
2. Easements have been indicated on the tentative map; and
3. The existing development is subject to the Zoning Ordinance, building, health, and safety codes, and other applicable regulations and policies. This includes but is not limited to policies and regulations on land use, setbacks, utility connections, easement access, traffic design standards, etc.
Section 4. Zoning Administrator Approval.
Based on the foregoing recitals and findings, and the written and oral comments, facts, and evidence presented, the City of San Clemente Zoning Administrator approves Tentative Parcel Map 2021-160 (TPM 21-212), subject to the Conditions of Approval set forth in Exhibit A.
10 Resolution No. ZA 22-003 Page 4
PASSED AND ADOPTED at a regular meeting of the City of San Clemente Zoning Administrator on May 5, 2022
11 Resolution No. ZA 22-003 EXHIBIT A
CONDITIONS OF APPROVAL
TENTATIVE PARCEL MAP 2021-160 (TPM 21-212)
LECOMPTE DUPLEX CONDOMINIUM CONVERSION
1.0 GENERAL CONDITIONS OF APPROVAL
1.1 Within 30 days of receipt of the signed conditions of approval, the applicant shall submit to the City Planner a signed
acknowledgement concurring with all conditions of approval on a form to be provided by the City, unless an extension is granted by the City Planner.
1.2 The applicant shall defend, indemnify, and hold harmless the City of San_ Clemente and its officers, employees, and agents from and against any claim, action, proceeding, fines, damages, expenses, and attorneys' fees, against the City, its officers, employees, or agents to attack, set aside, void, or annul any approval or condition of approval of the City concerning this project, including but not limited to any approval or condition of approval of the City Council, Planning Commission, or City Planner. Applicant shall pay all costs, The City shall promptly notify the applicant of any clarm, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attomey to represent the City, its officers, employees, and agents in the defense of the matter. If the applicant fails to so defend the matter, the City shall have the right, at its own option, to do so and, if it does, the applicant shall promptly pay the City's full cost of the defense.
1.3 Use and development of this property shall be in substantial conformance with the approved plans, material boards and other applicable information submitted with this application, and with these conditions of approval. Any modifications to the project shall be reviewed by the City Planner in accordance with Zoning Ordinance Section 17.12.180.
1 .4 The applicant shall comply with all applicable current and future provisions of the San Clemente Municipal Code, adopted
ordinances, and state laws.
1.5 Use of the subject property shall conform to all occupancy requirements, including posting of signs related to the maximum occupancy limitations.
1.6 Tentative Parcel Map 2021-160 (TPM 21-212) shall be deemed to have expired if within three years of approval the project is not commenced, or the project permitted by the approved application Planning
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12 Resolution No. ZA 22-003, Exhibit A
has lapsed, as defined by Zoning Ordinance Section 17.12.150.
1.8 The Applicant (including any property owners and managers, and their designees) shall use her/his best judgment and best management practices to ensure residential activities on the premises will be conducted in a manner that will not be disruptive to neighbors. The property owner(s) shall be responsible for ensuring compliance with the San Clemente Municipal Code (SCMC), and all conditions of approval contained herein. The Applicant (including any property owners and managers, and their designees) hereby understands that noncompliance with
regulations and conditions of approval, shall be immediate grounds for citation pursuant to SCMC Section 8.52.030(Y), which states, "It is declared a public nuisance for any person owning, leasing, occupying or having charge or possession of any premises in this City to maintain such premises in such manner that ... A structure, improvement, property, and/or land use is not in compliance with terms and/or conditions of any City of San Clemente issued permit or approval," and any subsequent revision of this section of the code. (Citation - Section 8.52.030{Y) of the SCMC]
2.0 PRIOR TO APPROVAL OF A FINAL MAP
2.2 Prior to recordation of the final map, the applicant shall submit to the City Engineer evidence that the County Surveyor has approved a digitized tract/parcel map pursuant to Orange County Ordinance No. 3809 dated January 28, 1991. The owner or designee shall pay for all costs of said digital submittals, including supplying digital copies to the City of the final, County Surveyor-approved digital map in DXF format.
Buyer Notification
2.3 A buyer's notification disclosure form shall be given to all potential buyers of the lots/units, which indicates the existence, operations, characteristics, and potential exposure to nuisance/objectionable odors/risk of upset/hazards of the following:
United States Marine Corps, Camp Pendleton
San Onofre Nuclear Generating Station
City of San Clemente Wastewater Treatment Plant
Orange County Flood Control Channel
Covenants, Conditions & Restrictions (CC&Rs)
2.6 The applicant shall ·submit to the City Planner, and must obtain approval from the City Attorney's Office, Covenants, Conditions and Restrictions (CC&R's) which shall include the following
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13 Resolution No. ZA 22-003, Exhibit A
provisions:
A. Creation of a Master Association and/or a Sub-association for the purpose of providing for control over the uniformity of boundary fencing, and the perpetual maintenance
responsibility of areas including, but not limited to, (delete or add as appropriate) all common areas, open space,
slopes, fuel modification zones, private medians and
greenbelts1 arterial highway parkway landscaping, irrigation systems, landscaped areas, walls, driveways, parking
areas, trash areas, structures, private streets, street lights, and drainage. All streets, drainage, street lights, street signage and striping improvements within the interior of the subdivision designated as private shall remain private and shall be maintained by the Master Association and/or Subassociation, or such other provision for maintenance which may be subsequently approved by the City Council. In
addition, the CC&R's shall indicate all other areas to be owned and maintained by the Master Association and/or
Sub-association and that maintenance of all private
drainage facilities shall be in conformance with NPDES
requirements.
B. Within 15 days of the establishment of the homeowners association and/or the commercial property owners
association, the owner or designee is required to furnish the Board or Officers of each association a copy of each
approved tract map, a copy of the approved site and fencing plan, copies of all approved landscaping plans, a complete set of construction plans for the various residential model types, and approved plans indicating the locations and
characteristics of all major project components, utilities, and related data.
C. Following recordation of each final tract map, each Master Association of this tract shall submit to the City Planner, for distribution to the Fire and Beaches, Parks and Recreation Departments, and shall re-submit annually, a list of all current Property Owner Association officers of the
Association.
D. A statement indicating that any dedicated open space shall be retained by deed restriction as designated open space in perpetuity and maintained by a Master Association and/or the Sub-association, and that no development or encroachment shall be permitted within the designated open space.
E. A statement indicating that proposed amendments to any of the CC&R's shall be submitted for review to the City
Planner, and shall be approved by the City Attorney's Office, prior to the amendments being valid.
·. F. A statement indicating that the City has the right, but not the obligation, to enforce any of the provisions of the CC&R's.
14 Resolution No. ZA 22-003, Exhibit A
G. A statement indicating that storm drain facilities shall be inspected regularly as follows:
1) Open channel.s, catch basins and pipelines inspected annually before storm season and removal of debris as
necessary.
2) All facilities shall have debris and sediment removed either manually or by mechanical methods. Flushing
shall be used in emergency situations only.
H. A statement obligating the Association(s) to provide to the Utilities Director annual reports in the month of June in compliance with the reporting requirements of codes and ordinances adopted by the City with respect to the NPDES program.
I. Identification of all fire prevention and defense provisions including: a) a fire lane map; b) provisions which prohibit parking in fire lanes and a method of enforcement; and c) provisions for maintenance of fuel modification zones
including the removal of all dead and dying vegetation and the inspection and correction of any deficiencies in the irrigation system three times a year; and a method for
keeping fire protection access easements unobstructed. A -statement shall acknowledge that approval of the Chief of Fire Protection Services shall be required for any
modifications such as speed bumps, control gates, or
parking changes.
2.7 The applicant shall reimburse the City all costs associated with review of the project CC&Rs, Disclosure Statements, and any other applicable documents by the City Attorney's Office.
Easements
2.8 The final map shall depict the location of all easements for open space, trails, water and sewer easements, storm drains and storm drain maintenance access, public street lights, utilities, reciprocal access, emergency access, slopes and slope maintenance, and landscaping. All drainage easements shall be a minimum of 15 feet. No drainage facilities accepted for dedication or maintenance by the City shall be located within slopes. (SCMC Section
16.28.030)
2.9 The applicant shall demonstrate to the satisfaction of the City Engineer that quitclaims in favor of the City have been obtained from all persons having any interest in existing rights of way for pipelines for the conveyance of water, and for all rights to all ·underground water. The right to all underground water, but without right of entry to the surface thereof, shall be conveyed to the City.
No easements shall be granted nor recorded over any portion of Page4
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15 Resolution No. ZA 22-003, Exhibit A
the property shown on the submitted record map between the date the tentative map is approved by the Planning Commission and the date the final or record map is recorded by the County Recorder. (SCMC Section 13.04.500)
2.24 Unless otherwise approved by the City Engineer, the owner shall provide independent water meters and separate services for each unit in the common area. All water meters shall be located in the public right of way or as otherwise approved by the City Engineer. (SCMC Section 16.32.010)
2.36 Per Municipal Code 12.08, discretionary projects with building permit valuations of $50,000 or more are required to dedicate easements for public pedestrian sidewalk _purposes if necessary.
The current design shows that an easement is not necessary, but in the event the design changes, the City reserves the right to require that an easement be granted to the City on the Final Map.
Additionally, if the design changes so that an easement is necessary, the City reserves the right to require the garage doors be setback at least 18 feet from the back of the sidewalk easement to the satisfaction of the City Engineer. (SCMC Chapter 12.08)
2.37 The Applicant (including any property owners and managers, and their designees) shall obtain approval of a Tentative Parcel Map from the California Coastal Commission, for the duplex
condominium conversion.
2.38 Prior to final parcel map approval, the owner shall pay or reimburse the City all costs associated with City Attorney review of the project CC&Rs, Disclosure Statements, and any other applicable
documents. In addition, the owner shall pay all applicable development and final map fees for each unit, which may include, but are not limited to, park acquisition and development impact fees. {Citation - S. C.M. C. Title 15, Building and Construction, Sections 15.52, 15.56, 15.60, 15.64, 15.68, 15. 72].
7.0 OPERATIONAL CONDITIONS OF APPROVAL
7. 17 The Applicant (including any property owners and managers, and their designees) shall ensure that discharge of washwater and other pollutants is prohibited from entering the storm drain system.
Applicant must prevent pollutants (e.g. sediment, trash, food waste etc.) and any washwater used during cleanup from entering the storm drain system.
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Denotes a project-specific Condition of Approval
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AGENDA REPORT
CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 8/15/2023 Agenda Item: 6J
Department: Public Works
Prepared By Belgin Cuhadaroglu, Associate Civil Engineer Subject:
CONSIDERATION OF A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO ACE CAPITAL ENGINEERING, INC. FOR THE MARINE SAFETY HEADQUARTER BUILDING CONCRETE REPAIRS, CIP PROJECT NO. 24805, AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE CONTRACT IN AN AMOUNT NOT TO EXCEED $114,741 Fiscal Impact:
The estimated construction cost of $134,741 is within the available approved project budget of $200,000 from the General Fund / Major Maintenance improvements, CIP Project No. 24805.
Summary:
The Marine Safety Headquarter (HQ) Building was constructed in 1968 and is subject to severe corrosion from marine exposure and salt water mist from wave action. The Marine Safety HQ Building has undergone various maintenance repairs to address concrete spalling due to the highly corrosive marine environment in the past, with the latest repairs in 2020. The current repairs were anticipated and included in this fiscal year’s planned capital improvement projects.
Before the City Council is approval of a construction contract with ACE Capital Engineering, Inc. in an amount not to exceed $97,241, plus an 18% project contingency of $17,500, for concrete repairs that are now needed to the Marine Safety Headquarter Building.
Background:
New concrete spalling on structural components on the west side of the Marine Safety HQ Building was recently noticed. Duncan Engineering, a marine structural engineering consultant, was retained to provide an assessment with recommendations for immediate/short term repairs needed. Based on Duncan Engineering’s repair recommendations, staff prepared a bid package and advertised the project for competitive bidding on the PlanetBids website. Nine bids were received on July 26, 2023, ranging from $87,950 to $380,380, as shown in the table below. The lowest responsive and responsible bidder was ACE Capital Engineering, Inc. of Lake Forest, California at $87,950. No local contractors submitted any bids.
Generally, the construction management and inspection costs are approximately 10% of the construction. However, since full-time monitoring for 30 working days may be required, the construction management and inspection cost exceeds the typical 10% and will be 18%.
Based on the low base bid and alternate bid item (consisting of additional concrete demolition and repair for $9,290), the estimated construction cost for this project is as follows:
CITY OF SAN CLEMENTE Page 1 of 3 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6J
Construction Administration, Management & Inspection $ 20,000 Construction Contract 97,241
Contingency (18%) 17,500
Total Estimated Construction Cost $134,741
As required by the City policy and state law, the Contractor will be required to provide performance and payment bonds simultaneously with execution of the construction contract (Attachment 3).
Project plans and specifications are on file in the City Clerk’s office.
BIDDER BASE BID
AMOUNT
1 Ace Capital Engineering $87,950
2 Harbor Coating and Restoration $98,450
3 Skyline Services Inc. $104,140
4 Applied Restoration Inc. $105,548
5 Sol Construction, Inc $107,118
6 HZS Engineering Inc $143,700
7 Slater Waterproofing Inc. $162,798
8 Jilk Heavy Construction, Inc. $237,361
9 MLC Constructors Inc. $380,380
Council Options:
· Adopt Resolution No. 23-80, awarding the contract to ACE Capital Engineering, Inc., and authorizing the City Manager to execute a construction contract in an amount not to exceed $97,241, plus a 18% project contingency of $17,500.
· Adopt Resolution No. 23-80 with modifications.
· Continue the item and direct staff to provide additional information. · Do not adopt Resolution No. 23-80 and put the project on hold.
Environmental Review/Analysis:
This project was previously determined to be categorically exempt from the California Environmental Quality Act (CEQA) under Section 15301 of the state CEQA Guidelines, Class 1 (Existing Facilities, 14 CCR 15301). A Notice of Exemption was filed with the County of Orange Recorder’s Office on March 21, 2023 for this project. (See Attachment 4.)
Recommended Actions:
Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-80, which will:
1. Award the Marine Safety HQ Building Concrete Repairs Project, CIP Project No. 24805, construction contract to ACE Capital Engineering, Inc. as the lowest responsible and responsive CITY OF SAN CLEMENTE Page 2 of 3 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6J
bidder; and
2. Authorize the City Manager to execute a construction contract with ACE Capital Engineering, Inc. in an amount not to exceed $97,241, plus a 18% project contingency of $17,500, in a form substantially similar to Contract No. C23-42 (Attachment 3).
Attachment:
1. Location Map
2. Resolution 23-80
3. Contract
4. Notice of Exemption
Notification:
All bidders.
CITY OF SAN CLEMENTE Page 3 of 3 Printed on 8/9/2023
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VIA MECHA
VISTA MARINA
ARENOSO LN LINDA LN
S. ALAMEDA LN CORONADO LN
CORTO LN
N. ALAMEDA
STA ANA LN
LA PALOMA MARQUITA MARIPOSA
ENCINO LN
ELENA LN
PASEO DE CRISTOBAL
PASADENA CT
ESPLANADE
CORONA LN
ACEBO LN
AVE MADRID
CLE CONCHITA
PACIFIC OCEAN
MUNICIPAL PIER
MARIPOSA AVE SERRA
AVE CABRILLO AVE DEL MAR
AVE SEVILLE
A. T. & S. F. R. R.
PACIFIC OCEAN
PACIFIC OCEAN
AVE MIRAMAR A. T. & S. F. R. R.
MARQUITA CANADA
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COMM. CENTER
AVE VICTORIA
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AVE DEL MAR
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AVE CABRILLO
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Marine Safety Building Concrete
Repairs
PN-24805
PROJECT
LOCATION
NOT TO SCALE
ATTACHMENT 1
4 910 Calle Negocio, Suite 100
San Clemente, CA 92673
Tel (949) 361-6100
Fax (949) 361-8316
ATTACHMENT 2
4882-9904-3949 v1
RESOLUTION NO. 23-80
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SAN CLEMENTE, CALIFORNIA, AWARDING A
CONSTRUCTION CONTRACT TO ACE CAPITAL
ENGINEERING, INC. FOR THE MARINE SAFETY
HEADQUARTER BUILDING CONCRETE REPAIRS, CIP
PROJECT NO. 24805, AND AUTHORIZING THE CITY
MANAGER TO EXECUTE THE CONTRACT IN AN
AMOUNT NOT TO EXCEED $114,741
WHEREAS, the Marine Safety Headquarter (HQ) Building is subject to severe corrosion from marine exposure and salt water mist from wave action, and has undergone various maintenance repair contracts to address concrete spalling due to highly corrosive marine environment in the past, with the latest repairs in 2020; and WHEREAS, new concrete spalling on structural components on the west side of the Marine Safety HQ Building was recently noticed and Duncan Engineering, a marine structural engineering consultant, was retained to provide an assessment with recommendations for immediate and short term repairs; and WHEREAS, based on Duncan Engineering’s recommendations as to the scope of work needed, the City conducted formal competitive bidding for the Marine Safety HQ Building Concrete Repair, CIP Project No. 24805 (Project); and WHEREAS, on July 26, 2023, the City received nine bids ranging from $87,950 to $380,380 for the Project; and
WHEREAS, the lowest responsive and responsible bidder was ACE Capital Engineering, Inc. of Lake Forest, California, in the amount of $97,241, based on the low base bid and the alternate bid item; and
WHEREAS, this project was previously determined to be categorically exempt from the California Environmental Quality Act (CEQA) under Section 15301 of the state CEQA Guidelines, Class 1 (Existing Facilities, 14 CCR 15301) and a Notice of Exemption was filed with the County of Orange Recorder’s Office on March 21, 2023 for this project.
NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:
SECTION 1. That the above recitations are true and correct and incorporated herein.
SECTION 2. That the Construction Contract Agreement for the Marine Safety HQ Building Concrete Repair, Project No. 24805, is awarded to ACE Capital Engineering, Inc.
SECTION 3. That the City Manager is authorized and directed to execute a 5 Resolution No. 23-80 Page 2
4882-9904-3949 v1
construction contract for the Marine Safety HQ Building Concrete Repair, CIP Project No. 24805 with ACE Capital Engineering, Inc. in an amount not to exceed $97,241, plus a 18% project contingency of $17,500, for a total not to exceed contract amount of $114,741, in a form substantially similar to that presented to City Council on August 15, 2023.
SECTION 4. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.
PASSED AND ADOPTED this _____ day of ____________________, 2023.
ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §
CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-80 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:
AYES:
NOES:
ABSENT:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
6 ATTACHMENT 3
1 SECTION 00500
CONSTRUCTION CONTRACT FOR MARINE SAFETY HQ BUILDING CONCRETE REPAIR WITH ACE CAPITAL ENGINEERING, INC.
THIS CONTRACT is made this _____ day of _________, 2023, in the County of Orange, State of California, by and between the City of San Clemente hereinafter called City, and ACE Capital Engineering, a California corporation, hereinafter called Contractor. City and the Contractor for the considerations stated herein agree as follows:
ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:
MARINE SAFETY HQ BUILDING CONCRETE REPAIRS, PROJECT NO. 24805 The Contractor and its surety shall be liable to City for any damages arising as a result of the Contractor’s failure to comply with this obligation.
ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within thirty (30) working days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.
ARTICLE 3. CONTRACT PRICE. City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of ninety seven thousand two hundred forty one dollars ($97,241). Payment shall be made as set forth in the General Conditions.
At any time during the term of the Contract, City may, pursuant to the terms and provisions of the Contract Documents, request that the Contractor perform additional work. Contractor shall not perform, nor be compensated for, additional work without written authorization from the City pursuant to the terms and provisions of the Contract Documents. This project includes an 18% contingency in the amount of seventeen thousand five hundred dollars ($17,500) for unforeseen conditions. In no event shall approved additional work exceed such project contingency, nor shall the total amount of compensation for work performed under this Contract, including approved additional work, exceed one hundred thirty four thousand seven hundred forty one dollars ($134,741).
ARTICLE 4. LIQUIDATED DAMAGES/EARLY COMPLETION INCENTIVE. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay City the sum of $800 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event that Liquidated Damages are not paid, the Contractor agrees City may deduct that 7 APPENDIX 6
DESIGNATED STAGING AREA
2 amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents.
ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following:
Contract
Bid Form
Contractor’s Certificate Regarding Workers’ Compensation Bid Bond
Designation of Subcontractors
Information Required of Bidders
Non-Collusion Declaration form
Iran Contracting Act Certification
Public Works Contractor Registration Certification
Addenda
Performance Bond
Payment Bond
General Conditions
Special Conditions
Technical Specifications
Plans and Drawings
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract The Contactor shall complete the Work in strict accordance with all of the Contract Documents.
All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties.
ARTICLE 6. PROVISIONS REQUIRED BY LAW. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Project.
ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.
ARTICLE 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at at City of San Clemente Public Works Department or may be obtained online at http//www.dir.ca.gov/dlsr. and which must be posted at the job site.
IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.
8 APPENDIX 6
DESIGNATED STAGING AREA
3 IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.
CITY OF SAN CLEMENTE
By:________________________________
ATTEST: Andy Hall, City Manager
______________________________ Dated: ____________________, 2023 CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
____________________________
Elizabeth A. Mitchell, City Attorney
APPROVED AS TO AVAILABILITY
OF FUNDING:
________________________________
Finance Authorization
ACE Capital Engineering, Inc.
(“CONTRACTOR”)
By:_____________________________
Rana Allafchian, Chief Executive Officer
Dated: __________________, 2023
By:_____________________________
Ali Mohammadi, Secretary
Dated: __________________, 2023
END OF CONTRACT
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37 55452.01510\32905704.2
SECTION 00610
PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:
THAT WHEREAS, the City of San Clemente (hereinafter referred to as “City”) has awarded to ____________________________________________________, (hereinafter referred to as the “Contractor”) an agreement for ___________________________________________________ (hereinafter referred to as the “Project”).
WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.
NOW, THEREFORE, we, _______________________________________________________, the undersigned Contractor and
__________________________________________________as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of
____________________________________________________________________ DOLLARS and _____________________________ CENTS ($_________________________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including, if provided as part of the Contract Documents, the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.
As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the guarantee obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship the above obligation in penal sum thereof shall remain in full force and effect. However, anything in this paragraph to the contrary notwithstanding, the obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract Documents, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.
38 55452.01510\32905704.2
3 SECTION 00610
PERFORMANCE BOND
Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract Documents and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. (3) Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract Documents and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.
Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.
The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project and the provisions of Section 2819 and 2845 of the California Civil Code. Without limiting the foregoing, such changes, extensions of time and alterations or additions shall include, but are not limited to, changes or alterations to the Contract Documents (including, without limitation, an increase in the total dollar amount of the Contract Documents), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor.
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of __________________________, 20___.
CONTRACTOR/PRINCIPAL
39 55452.01510\32905704.2
39 SECTION 00610
PERFORMANCE BOND
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By:____________________________________
Attorney-In-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)
THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety) ___________________________________________ ___________________________________________
___________________________________________
(Name and Address of Agent or ___________________________________________ Representative for service of ___________________________________________ process in California, if different ___________________________________________ from above)
(Telephone number of Surety and ___________________________________________ Agent or Representative for service ___________________________________________ of process in California) ___________________________________________ 40 55452.01510\32905704.2
40 SECTION 00610
PERFORMANCE BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , 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.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:
Signer is representing:
Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.
END OF PERFORMANCE BOND FORM
41 55452.01510\32905704.2
41 SECTION 00620
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of San Clemente (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____ has awarded to ______________________________ ______________________________ hereinafter designated as the “Principal,” a contract for the work described as follows: ________________________________________ ____________________________________________________________ (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, said Principal is required to furnish a bond in connection with said Contract Documents; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor, the Surety on this bond will pay for the same to the extent hereinafter set forth.
NOW THEREFORE, we, the Principal and __________________________________________ as Surety, are held and firmly bound unto the City in the penal sum of _ DOLLARS and
CENTS ($_________________________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the Contract Documents, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by the City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.
This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond. 42 55452.01510\32905704.2
42 SECTION 00620
PAYMENT BOND
It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract (including the Contract Documents), plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission or attempted rescission of the Contract Documents, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned.
Notwithstanding any other provision of this bond, it is expressly understood, acknowledged and agreed that it shall provide all of the protections required by California Civil Code Sections 9550 through 9566, including the specific coverage protections required by Section 9554.
REMAINDER OF PAGE LEFT INTENTIONALLY BLANK
SIGNATURES ON FOLLOWING PAGE
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43 SECTION 00620
PAYMENT BOND
IN WITNESS WHEREOF, two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety above named, on the _____ day of ______________________ 20______ the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its governing body.
CONTRACTOR/PRINCIPAL
(Corporate Seal of Contractor/ _________________________________________ Principal, if a Corporation) Name of Contractor/Principal (Type or Print) By: ___________________________________
Name (Signature)
___________________________________
Name (Type or Print)
___________________________________
Title (Type or Print)
SURETY
(Seal of Surety) _________________________________________ Name of Surety (Type or Print)
By:____________________________________
Attorney-In-Fact
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PAYMENT BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally appeared , 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.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:
Signer is representing:
Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above
NOTE: A copy of the Power-of-Attorney to local representatives of the bonding company must be attached hereto.
END OF PAYMENT BOND FORM
45 55452.01510\32905704.2
45 SECTION 00700
GENERAL CONDITIONS
ARTICLE 1. DEFINITIONS
a. Acceptable, Acceptance or words of similar import shall be understood to be the acceptance of the Engineer and/or City.
b. Act of God is an earthquake in excess of a magnitude of 3.5 on the Richter scale and tidal waves.
c. Approval means written authorization by Engineer and/or City. d. Contract Documents includes all documents as stated in the Contract. e. City and Contractor are those stated in the Contract. The terms City and Owner may be used interchangeably.
f. Day shall mean working day unless otherwise specifically designated. g. Engineer shall mean the City Manager, or his or her designee, of the City, acting either directly or through properly authorized agents, such as agents acting within the scope of the particular duties entrusted to them. Also sometimes referred to as “City’s Representative” or “Representative” in the Contract Documents. h. Equal, Equivalent, Satisfactory, Directed, Designated, Selected, As Required and similar words shall mean the written approval, selection, satisfaction, direction, or similar action of the Engineer and/or City.
i. Indicated, Shown, Detailed, Noted, Scheduled or words of similar meaning shall mean that reference is made to the drawings, unless otherwise noted. It shall be understood that the direction, designation, selection, or similar import of the Engineer and/or City is intended, unless stated otherwise. j. Install means the complete installation of any item, equipment or material. k. Material shall include machinery, equipment, manufactured articles, or construction such as form work, fasteners, etc., and any other classes of material to be furnished in connection with the Contract. All materials shall be new unless specified otherwise.
l. Perform shall mean that the Contractor, at Contractor’s expense, shall take all actions necessary to complete The Work, including furnishing of necessary labor, tools, and equipment, and providing and installing Materials that are indicated, specified, or required to complete such performance.
m. Project is The Work planned by City as provided in the Contract Documents. n. Provide shall include provide, complete in place, that is furnish, install, test and make ready for use.
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o. Recyclable Waste Materials shall mean materials removed from the Project site which are required to be diverted to a recycling center rather than an area landfill.
Recyclable Waste Materials include but are not necessarily limited to asphalt, concrete, brick, concrete block, and rock.
p. Specifications means that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the work. Except for Sections 1-9 of the Standard Specifications for Public Works Construction (“Greenbook”), 2021 Edition, which are specifically excluded from incorporation into these Contract Documents, the Work shall be done in accordance with the Greenbook, including all current supplements, addenda, and revisions thereof, as well as other applicable standards which may be referenced in the Contract Documents. In the case of conflict between the Greenbook and the Contract Documents, the Contract Documents shall prevail.
q. The Work means the entire improvement planned by City pursuant to the Contract Documents.
r. Work means labor, equipment and materials incorporated in, or to be incorporated in the construction covered by the Contract Documents.
ARTICLE 2. CONTRACT DOCUMENTS
a. Intent of Contract Documents. The intent of the Contract Documents is to prescribe a complete work of improvement which Contractor shall perform or cause to be performed in a manner acceptable to the Engineer and in full compliance with all codes and the terms of this Agreement. Contractor shall complete a functional or operable improvement or facility, even though the Contract Documents may not specifically call out all items of work required for the Contractor to complete its tasks, incidental appurtenances, materials, and the like.
If any omissions are made of information necessary to carry out the full intent and meaning of the Contract Documents, Contractor shall immediately seek approval of the Engineer for furnishing detailed instructions. Further, prior to commencing performance of any work hereunder, Contractor shall cooperate with and assist the City to identify and make any refinements to the description and scope of the work that may be necessary to achieve City’s goals hereunder. In the event of any doubt or question arising regarding the true meaning of any of the Contract Documents or any portion thereof, reference shall be made to the Engineer whose decision thereon shall be final.
b. Interpretations. The Contract Documents are intended to be fully cooperative and to be complementary. If Contractor observes that any documents are in conflict, the Contractor shall promptly notify the Engineer in writing. In case of conflicts between the Contract Documents, the order of precedence shall be as follows:
1) Change Orders or Work Change Directives
2) Addenda
3) Special Provisions (or Special Conditions)
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4) Technical Specifications
5) Plans (Contract Drawings)
6) Contract
7) General Conditions
8) Instructions to Bidders
9) Notice Inviting Bids
10) Contractor’s Bid Forms
11) Greenbook Standard Specifications (Sections 1-9 Excluded) 12) Standard Plans
13) Reference Documents
With reference to the Drawings, the order of precedence shall be as follows:
1) Figures govern over scaled dimensions
2) Detail drawings govern over general drawings
3) Addenda or Change Order drawings govern over Contract Drawings 4) Contract Drawings govern over Standard Drawings
5) Contract Drawings govern over Shop Drawings
c. Conflicts in Contract Documents. Notwithstanding the orders of precedence established above, in the event of conflicts, the higher standard shall always apply. d. Organization of Contract Documents. Organization of the Contract Documents into divisions, sections, and articles, and arrangement of drawings shall not control the Contractor in dividing The Work among subcontractors or in establishing the extent of Work to be performed by any trade.
ARTICLE 3. CONTRACTS DOCUMENTS: COPIES & MAINTENANCE
Contractor will be furnished, free of charge, two (2) copies of the Contract Documents. Additional copies may be obtained at cost of reproduction.
Contractor shall maintain a clean, undamaged set of Contract Documents at the Project site.
ARTICLE 4. DETAIL DRAWINGS AND INSTRUCTIONS
a. Examination of Contract Documents. Before commencing any portion of The Work, Contractor shall again carefully examine all applicable Contract Documents, 48 55452.01510\32905704.2
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GENERAL CONDITIONS
the Project site and other information given to Contractor as to materials and methods of construction and other Project requirements. Contractor shall immediately notify the Engineer of any potential error, inconsistency, ambiguity, conflict or lack of detail or explanation. If Contractor performs, permits, or causes the performance of any Work which is in error, inconsistent or ambiguous, or not sufficiently detailed or explained, Contractor shall bear any and all resulting costs, including, without limitation, the cost of correction. In no case shall the Contractor or any subcontractor proceed with Work if uncertain as to the applicable requirements.
b. Additional Instructions. After notification of any error, inconsistency, ambiguity, conflict or lack of detail or explanation, the Engineer will provide any required additional instructions, by means of drawings or other written direction, necessary for proper execution of Work.
c. Quality of Parts, Construction and Finish. All parts of The Work shall be of the best quality of their respective kinds and the Contractor must use all diligence to inform itself fully as to the required construction and finish. In no case shall Contractor proceed with The Work without obtaining first from the Engineer such Approval may be necessary for the proper performance of Work.
d. Contractor’s Variation from Contract Document Requirements. If it is found that the Contractor has varied from the requirements of the Contract Documents including the requirement to comply with all applicable laws, ordinances, rules and regulations, the Engineer may at any time, before or after completion of the Work, order the improper Work removed, remade or replaced by the Contractor at the Contractor’s expense.
ARTICLE 5. EXISTENCE OF UTILITIES AT THE WORK SITE
a. City has endeavored to determine the existence of utilities at the Project site from the records of the owners of known utilities in the vicinity of the Project. The positions of these utilities as derived from such records are shown on the Plans. b. No excavations were made to verify the locations shown for underground utilities.
No guarantee is made or implied that the information is complete or accurate. It shall be the Contractor’s responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from damage.
c. The service connections to these utilities are not shown on the plans. It shall be the responsibility of the Contractor to determine the exact location of all service connections and, if necessary, Contractor shall arrange for the relocation of service connections. The Contractor shall make its own investigations, including exploratory excavations, to determine the locations and type of service connections, prior to commencing Work which could result in damage to such utilities. The Contractor shall immediately notify City in writing of any utility discovered in a different position than shown on the Plans or which is not shown on the Plans.
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d. All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas utility valves, and other subsurface structures shall be relocated or adjusted to final grade by the Contractor. Locations of existing utilities shown on the Plans are approximate and may not be complete. The Contractor shall be responsible for coordinating its Work with all utility companies during the construction of The Work. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations e. Notwithstanding the above, pursuant to Section 4215 of the Government Code, City has the responsibility to identify, with reasonable accuracy, main or trunkline facilities on the plans and specifications. In the event that main or trunkline utility facilities are not identified with reasonable accuracy in the plans and specifications made a part of the invitation for bids, City shall assume the responsibility for their timely removal, relocation, or protection.
f. Contractor, except in an emergency, shall contact the appropriate regional notification center, Southern California Underground Service Alert at 1-800-227- 2600 at least two working days prior to commencing any excavation if the excavation will be performed in an area which is known, or reasonably should be known, to contain subsurface installations other than the underground facilities owned or operated by City, and obtain an inquiry identification number from that notification center. No excavation shall be commenced or carried out by the Contractor unless such an inquiry identification number has been assigned to the Contractor or any subcontractor of the Contractor and City has been given the identification number by the Contractor.
ARTICLE 6. SCHEDULE
a. Planned Schedule.. Contractor shall prepare a proposed Project schedule and shall submit this for approval to the Engineer at the pre-construction meeting or as otherwise provided in the Special Provisions. The Engineer shall promptly provide written acceptance of the proposed schedule, or notify Contractor that the proposed schedule is not acceptable with accompanying explanation. In such case Contractor shall revise and re-submit an updated schedule within five (5) working days of the Engineer’s notification. The receipt or Approval of any schedules by the Engineer or City shall not in any way relieve the Contractor of its obligations under the Contract Documents. The Contractor is fully responsible to determine and provide for any and all staffing and resources at levels which allow for good quality and timely completion of the Project. Contractor’s failure to incorporate all elements of Work required for the performance of the Contract or any inaccuracy in the schedule shall not excuse the Contractor from performing all Work required for a completed Project within the specified Contract time period. If the required schedule is not received by the time the first payment under the Contract is due, Contractor shall not be paid until the schedule is received, reviewed and accepted by the Engineer.
b. Schedule Contents. The schedule shall allow enough time for inclement weather.
The schedule shall specify the progression of activities from the date of the Notice to Proceed to the end of the Contract Time, indicate the beginning and completion dates of all phases of construction; the order in which the Contractor proposes to carry out the work, critical path for all critical, sequential time related activities; and 50 55452.01510\32905704.2
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“float time” for all “slack” or “gaps” in the non-critical activities. The schedule shall include appropriate time allowances and constraints for submittals, permits, inspections, performance and material testing, and work that may be required by others for the completion of the Contractor’s work. The schedule shall clearly identify all staffing and other resources which in the Contractor’s judgment are needed to complete the Project within the time specified for completion. The schedule(s) submitted shall be consistent in all respects with the completion time requirements and any order of work requirements set forth in the Contract Documents.
c. Schedule Updates. Contractor shall continuously update its construction schedule, and shall provide to the Engineer full information in advance as to the Contractor’s plans for carrying out any part of the work. Contractor shall submit an updated and accurate construction schedule to the Engineer whenever requested to do so by Engineer and with each progress payment request. The Engineer may withhold progress payments or other amounts due under the Contract Documents if Contractor fails to submit an updated and accurate construction schedule.
ARTICLE 7. SUBSTITUTIONS
a. Pursuant to Public Contract Code Section 3400(b) City may make a finding that is described in the invitation for bids that designates certain products, things, or services by specific brand or trade name.
b. Unless specifically designated in the Contract Documents, whenever any material, process, or article is indicated or specified by grade, patent, or proprietary name or by name of manufacturer, such Specifications shall be deemed to be used for the purpose of facilitating the description of the material, process or article desired and shall be deemed to be followed by the words “or equal.” Contractor may, unless otherwise stated, offer for substitution any material, process or article which shall be substantially equal or better in every respect to that so indicated or specified in the Contract Documents. However, City may have adopted certain uniform standards for certain materials, processes and articles. c. Contractor shall submit requests, together with substantiating data, for substitution of any “or equal” material, process or article no later than thirty-five (35) days after award of the Contract. To facilitate the construction schedule and sequencing, some requests may need to be submitted before thirty-five (35) days after award of Contract. Provisions regarding submission of “or equal” requests shall not in any way authorize an extension of time for performance of this Contract. If a proposed “or equal” substitution request is rejected, Contractor shall be responsible for providing the specified material, process or article. The burden of proof as to the equality of any material, process or article shall rest with the Contractor. City has the complete and sole discretion to determine if a material, process or article is an “or equal” material, process or article that may be substituted.
d. Data required to substantiate requests for substitutions of an “or equal” material, process or article data shall include a signed affidavit from the Contractor stating that, and describing how, the substituted “or equal” material, process or article is 51 55452.01510\32905704.2
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GENERAL CONDITIONS
equivalent to that specified in every way except as listed on the affidavit.
Substantiating data shall include any and all illustrations, specifications, and other relevant data including catalog information which describes the requested substituted “or equal” material, process or article, and substantiates that it is an “or equal” to the material, process or article. The substantiating data must also include information regarding the durability and lifecycle cost of the requested substituted “or equal” material, process or article. Failure to submit all the required substantiating data, including the signed affidavit, to City in a timely fashion will result in the rejection of the proposed substitution.
e. The Contractor shall bear all of City’s costs associated with the review of substitution requests.
f. The Contractor shall be responsible for all costs related to a substituted “or equal” material, process or article.
g. Contractor is directed to the Special Conditions (if any) to review any findings made pursuant to Public Contract Code section 3400.
ARTICLE 8. SHOP DRAWINGS
a. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in his own Work or in that of any other contractor, subcontractor, or worker on the Project, six (6) copies of all shop or setting drawings, calculations, schedules, and materials list, and all other provisions required by the Contract. Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the cover sheet of the submittal. b. Contractor shall make any corrections required by the Engineer, and file with the Engineer six (6) corrected copies each, and furnish such other copies as may be needed for completion of the Work. Engineer’s approval of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer’s attention to such deviations at time of submission and has secured the Engineer’s written Approval.
Engineer’s Approval of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings.
ARTICLE 9. SUBMITTALS
a. Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the specifications. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract.
b. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work. 52 55452.01510\32905704.2
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c. These requirements shall not authorize any extension of time for performance of this Contract. Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals.
ARTICLE 10. MATERIALS
a. Except as otherwise specifically stated in the Contract Documents, Contractor shall provide and pay for all materials, labor, tools, equipment, water, lights, power, transportation, superintendence, temporary constructions of every nature, and all other services and facilities of every nature whatsoever necessary to execute and complete this Contract within specified time.
b. Unless otherwise specified, all materials shall be new and the best of their respective kinds and grades as noted and/or specified, and workmanship shall be of good quality.
c. Materials shall be furnished in ample quantities and at such times as to ensure uninterrupted progress of The Work and shall be stored properly and protected as required by the Contract Documents. Contractor shall be entirely responsible for damage or loss by weather or other causes to materials or Work. d. No materials, supplies, or equipment for Work under this Contract shall be purchased subject to any chattel mortgage or under a conditional sale or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. Contractor warrants good title to all material, supplies, and equipment installed or incorporated in the work and agrees upon completion of all work to deliver the Project, to City free from any claims, liens, or charges. e. Materials shall be stored on the Project site in such manner so as not to interfere with any operations of City or any independent contractor.
ARTICLE 11. CONTRACTOR’S SUPERVISION
Contractor shall continuously keep at the Project site, a competent and experienced full-time Project superintendent approved by City. Superintendent must be able to proficiently speak, read and write in English. Contractor shall continuously provide efficient supervision of the Project.
ARTICLE 12. WORKERS
a. Contractor shall at all times enforce strict discipline and good order among its employees. Contractor shall not employ on the Project any unfit person or any one not skilled in the Work assigned to him or her.
b. Any employee of the Contractor whom City determines is incompetent or unfit shall be removed from this Project.
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ARTICLE 13. SUBCONTRACTORS
a. Contractor agrees to bind every subcontractor to the terms of the Contract Documents as far as such terms are applicable to subcontractor’s portion of The Work. All subcontracts entered into by Contractor relating to any of the Work under this Contract shall comply with and be limited to the extent required by Civil Code section 2872.05. Contractor shall be as fully responsible to City for the acts and omissions of its subcontractors and of persons either directly or indirectly employed by its subcontractors, as Contractor is for acts and omissions of persons directly employed by Contractor. Nothing contained in these Contract Documents shall create any contractual relationship between any subcontractor and City. b. City reserves the right to approve all subcontractors. City’s Approval of any subcontractor under this Contract shall not in any way relieve Contractor of its obligations in the Contract Documents.
c. Prior to substituting any subcontractor listed in the Bid Forms, Contractor must comply with the requirements of the Subletting and Subcontracting Fair Practices Act pursuant to California Public Contract Code section 4100 et seq.
ARTICLE 14. PERMITS AND LICENSES
Permits and licenses necessary for prosecution of The Work shall be secured and paid for by Contractor, unless otherwise specified in the Contract Documents. a. Contractor shall obtain and pay for all other permits and licenses required for The Work, including excavation permit and for plumbing, mechanical and electrical work and for operations in or over public streets or right of way under jurisdiction of public agencies other than City.
b. The Contractor shall arrange and pay for all off-site inspection of the Work related to permits and licenses, including certification, required by the specifications, drawings, or by governing authorities, except for such off-site inspections delineated as City's responsibility pursuant to the Contract Documents. c. Before Acceptance of the Project, the Contractor shall submit all licenses, permits, certificates of inspection and required approvals to City.
ARTICLE 15. UTILITY USAGE
a. All temporary utilities, including but not limited to electricity, water, gas, and telephone, used on the Work shall be furnished and paid for by Contractor.
Contractor shall provide necessary temporary distribution systems, including meters, if necessary, from distribution points to points on The Work where the utility is needed. Upon completion of The Work, Contractor shall remove all temporary distribution systems.
b. Contractor shall provide necessary and adequate utilities and pay all costs for water, electricity, gas, oil, and sewer charges required for completion of the Project.
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c. All permanent meters Installed shall be listed in the Contractor’s name until the Work is accepted.
d. If the Contract is for construction in existing facilities, Contractor may, with prior written Approval of City, use City’s existing utilities by compensating City for utilities used by Contractor.
ARTICLE 16. INSPECTION FEES FOR PERMANENT UTILITIES
All inspection fees and other municipal charges for permanent utilities including, but not limited to, sewer, electrical, phone, gas, water, and irrigation shall be paid for by City. Contractor shall be responsible for arranging the payment of such fees, but inspection fees and other municipal fees relating to permanent utilities shall be paid by City. Contractor may either request reimbursement from City for such fees, or shall be responsible for arranging and coordination with City for the payment of such fees.
ARTICLE 17. TRENCHES
a. Trenches Five Feet or More in Depth. The Contractor shall submit to City, in advance of excavation, a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during the excavation of any trench or trenches five feet or more in depth. If the plan varies from shoring system standards, the plan shall be prepared by a registered civil or structural engineer. The plan shall not be less effective than the shoring, bracing, sloping, or other provisions of the Construction Safety Orders, as defined in the California Code of Regulations.
b. Excavations Deeper than Four Feet. If work under this Contract involves digging trenches or other excavation that extends deeper than four feet below the surface, Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any:
1) Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law.
2) Subsurface or latent physical conditions at the site differing from those indicated.
3) Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract.
City shall promptly investigate the conditions, and if it finds that the conditions do so materially differ, or do involve hazardous waste, and cause a decrease or increase in Contractor’s cost of, or the time required for, performance of any part of The Work, shall issue a change order under the procedures described in the Contract Documents.
In the event that a dispute arises between City and the Contractor as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the Contractor’s 55 55452.01510\32905704.2
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cost of, or time required for, performance of any part of The Work, the Contractor shall not be excused from any scheduled completion date provided for by the Contract, but shall proceed with all Work to be performed under the Contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the parties.
ARTICLE 18. DIVERSION OF RECYCLABLE WASTE MATERIALS
Per the City’s solid waste reduction and recycling requirements found in Chapter 8.69 of the Municipal Code of the City of San Clemente, the Contractor must reuse, recycle, or divert at least 75% of construction and demolition (C&D) debris generated on this project. Contractor must either: a) contract for solid waste handling services from the City's authorized franchise solid waste hauler (CR&R Waste Services, www.crrwasteservices.com, 877-728-0446) and provide written evidence that the City's franchise waste hauler will be providing C&D material collection services to Contractor for this project; or b) submit a Waste Management Plan and associated fee and deposit per the Waste Management Plan requirements found in Appendix 2. All costs incurred for these waste diversion efforts shall be the responsibility of the Contractor.
ARTICLE 19. REMOVAL OF HAZARDOUS MATERIALS
Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes and hazardous materials which have not been rendered harmless at the Project site, the Contractor shall immediately stop work at the affected Project site and shall report the condition to City in writing. City shall contract for any services required to directly remove and/or abate PCBs and other toxic wastes and hazardous materials, if required by the Project site(s), and shall not require the Contractor to subcontract for such services. The Work in the affected area shall not thereafter be resumed except by written agreement of City and Contractor.
ARTICLE 20. SANITARY FACILITIES
Contractor shall provide sanitary temporary toilet buildings for the use of all workers. All toilets shall comply with all applicable federal, state and local laws, codes, ordinances, and regulations.
Toilets shall be kept supplied with toilet paper and shall have workable door fasteners. Toilets shall be serviced no less than once weekly and shall be present in a quantity of not less than 1 per 20 workers as required by CAL-OSHA regulation. The toilets shall be maintained in a sanitary condition at all times. Use of toilet facilities in The Work under construction shall not be permitted.
Any other Sanitary Facilities required by CAL-OSHA shall be the responsibility of the Contractor.
ARTICLE 21. AIR POLLUTION CONTROL
Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes.
All containers of paint, thinner, curing compound, solvent or liquid asphalt shall be labeled to indicate that the contents fully comply with the applicable material requirements.
Without limiting the foregoing, Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the South Coast Air Quality Management District (SCAQMD) and/or California Air Resources Board (CARB). Although the SCAQMD and CARB limits and requirements are broader, Contractor shall specifically be aware of their application to "portable equipment", which definition is considered by SCAQMD and CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City 56 55452.01510\32905704.2
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against any fines or penalties imposed by SCAQMD, CARB, or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in Article 50.
ARTICLE 22. WATER QUALITY MANAGEMENT AND COMPLIANCE
a. Storm, surface, ground, nuisance, or other waters may be encountered at various times during the Work. Contractor hereby acknowledges that it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes any and all risks and liabilities arising therefrom.
b. Contractor shall keep itself and all subcontractors, staff, and employees fully informed of and in compliance with all local, state and federal laws, rules and regulations that may impact, or be implicated by the performance of the Work including, without limitation, all applicable provisions of the City’s ordinances regulating discharges of storm water; the Federal Water Pollution Control Act (33 U.S.C. § 1251 et seq.); the California Porter-Cologne Water Quality Control Act (Water Code § 13000 et seq.); and any and all regulations, policies, or permits issued pursuant to any such authority. These include, but are not limited to San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9-2015-0100, and State Water Resources Control Board Order No. 2009-0009-DWQ as amended by Order Nos. 2010-0014-DWQ and Order No. 2012-0006-DWQ, and any amendment or renewal thereof.
c. Contractor shall comply with the lawful requirements of the City, and any other municipality, drainage district, or other local agency with jurisdiction over the location where the Work is to be conducted, regarding discharges of storm water to separate storm drain systems or watercourses. These requirements include but are not limited to, all applicable requirements of the Orange County Drainage Area Management Plan (“DAMP”), the South Orange County Water Quality Improvement Plan (“WQIP”), and the City of San Clemente Jurisdictional Runoff Management Plan (“JRMP”), and the applicable Water Quality Management Plan (“WQMP”) for this project, if any. Sections 5, 7, and 8 of the DAMP contain requirements related to design and construction of public projects. Contractor shall be familiar the DAMP, WQIP, JRMP and any applicable WQMP, and shall comply with the requirements as specified therein. In the event these documents are revised or replaced in accordance with the requirements of a state or federal law, rule or permit that impacts the performance of the Work, Contractor shall comply with the revised or replaced requirements. Electronic copies of the DAMP, WQIP and JRMP are available online as follows:
DAMP: www.ocwatersheds.com/documents/damp
WQIP:
www.ocwatersheds.com/documents/south_oc_water_quality_improvement_plan _(wqip)
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JRMP: www.san-clemente.org/department-services/environmentalservices/water-quality/local-implementation-plan d. Contractor shall comply with all aspects of the State Water Resources Control Board (“State Board”) Water Quality Order No. 2009-0009-DWQ, National Pollutant Discharge Elimination System General Permit for Storm Water Discharges Associated with Construction Activity, including any amendment or renewal thereof, (“Construction General Permit”) for all projects that involve construction on or disturbance of one acre or more of land or which are part of a larger common area of development.
e. City may require Contractor to file the Notice of Intent (“NOI”) and obtain coverage for the Project under the Construction General Permit. This may include filing all necessary documentation including the Permit Registration Documents (“PRDs”) through the Stormwater Multiple Applications and Report Tracking System (“SMARTS”); preparing and implementing a Storm Water Pollution Prevention Plan (“SWPPP”) for the Work site; implementing all other provisions, and monitoring and reporting requirements required by the Construction General Permit; and providing a Qualified SWPPP Developer (“QSD”) and Qualified SWPPP Practitioner (“QSP”), as necessary for all Work site activities, including but not limited to preparation and submittal of all reports, plans, inspections, and monitoring information in compliance with the Construction General Permit. City retains the right to develop its own documentation for the project site, including but not limited to the SWPPP, and in the alternative may require Contractor to adopt and implement portions of the City developed SWPPP. Specific requirements for the Work site shall be set forth in the Special Conditions. Contractor shall include all costs of compliance with specified requirements in the Contract amount. f. For those Work sites where construction activity results in the disturbance of less than one acre of total land area and/or do not need coverage under the Construction General Permit, the Contractor shall be responsible for preparing and implementing an Erosion and Sediment Control Plan in accordance with San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9-2015-0100 and any amendment or renewal thereof, and the City’s LIP and Orange County DAMP and any revision or replacement thereof.
g. Notwithstanding the above, before any PRDs, SWPPP, or other Construction General Permit related document may be submitted to the State Water Resources Control Board or implemented on the Work site, it must first be reviewed and approved by the City and/or the City’s designee. The City expressly reserves the right to procure coverage under the Construction General Permit for the Work site if Contractor fails to draft satisfactory PRDs or SWPPP or otherwise fails to proceed in a manner that complies with the requirements of the Construction General Permit. The City additionally reserves the right to hire additional contractors to maintain compliance at the Work site. Whether Contractor has adequately maintained compliance with the Construction General Permit shall be the City’s sole determination. Any costs incurred by the City in procuring coverage under the Construction General Permit, or drafting and/or implementing a SWPPP for the Work site shall be paid by Contractor.
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h. Failure to comply with laws, regulations, and ordinances listed in this Article 22 is a violation of federal and state law. Notwithstanding any other indemnity contained in this Agreement, Contractor agrees to indemnify and hold harmless the City, its officials, officers, agents, employees and authorized volunteers from and against any and all claims, demands, losses or liabilities of any kind or nature which the City, its officials, officers, agents, employees and authorized volunteers may sustain or incur for noncompliance with the laws, regulations, and ordinances listed above, arising out of or in connection with the Work, except for liability resulting from the sole established negligence, willful misconduct or active negligence of the City, its officials, officers, agents, employees or authorized volunteers. i. City reserves the right to defend any enforcement action or civil action brought against the City for Contractor’s failure to comply with any applicable water quality law, regulation, or policy. Contractor hereby agrees to be bound by, and to reimburse the City for the costs associated with, any enforcement action and/or settlement reached between the City and any relevant enforcement entity. j. City may seek damages from Contractor for delay in completing the Work in accordance with the Contract Documents, caused by Contractor’s failure to comply with the laws, regulations and policies described in this Article 22, or any other relevant water quality law, regulation, or policy.
ARTICLE 23. CLEANING UP
a. Contractor at all times shall keep premises free from debris such as waste, rubbish, and excess materials and equipment. Contractor shall not store debris under, in, or about the premises. Upon completion of Work, Contractor shall clean the interior and exterior of the building or improvement including fixtures, equipment, walls, floors, ceilings, roofs, window sills and ledges, horizontal projections, and any areas where debris has collected so surfaces are free from foreign material or discoloration. Contractor shall clean and polish all glass, plumbing fixtures, and finish hardware and similar finish surfaces and equipment and contractor shall also remove temporary fencing, barricades, planking and construction toilet and similar temporary facilities from site. Contractor shall also clean all buildings, asphalt and concrete areas to the degree necessary to remove oil, grease, fuel, or other stains caused by Contractor operations or equipment.
b. Contractor shall fully clean up the site at the completion of The Work. If the Contractor fails to immediately clean up at the completion of The Work, City may do so and the cost of such clean up shall be charged back to the Contractor.
ARTICLE 24. LAYOUT AND FIELD ENGINEERING
All field engineering required for laying out The Work and establishing grades for earthwork operations, location and alignment of any and all site elements (buildings, paving, walks, fencing, furnishings, etc.) shall be furnished by the Contractor at its expense. A digital AutoCAD (version 2017) file shall be provided to the Contractor by the City indicating the location and layout of all site elements for the use by the Contractors surveyor. Layout shall be done by a registered civil engineer or a licensed land surveyor Approved by the Engineer. Any surveying necessary to establish the grade and line of the work is to be done by a properly licensed land surveyor retained 59 55452.01510\32905704.2
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by the contractor. Any required “as-built” drawings of the Work shall be prepared by the registered civil engineer.
ARTICLE 25. EXCESSIVE NOISE
a. The Contractor shall use only such equipment on the work and in such state of repair so that the emission of sound therefrom is within the noise tolerance level of that equipment as established by CAL-OSHA.
b. The Contractor shall comply with the most restrictive of the following: (1) local sound control and noise level rules, regulations and ordinances and (2) the requirements contained in these Contract Documents, including hours of operation requirements. No internal combustion engine shall be operated on the Project without a muffler of the type recommended by the manufacturer. Should any muffler or other control device sustain damage or be determined to be ineffective or defective, the Contractor shall promptly remove the equipment and shall not return said equipment to the job until the device is repaired or replaced. Said noise and vibration level requirements shall apply to all equipment on the job or related to the job, including but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the Contractor.
ARTICLE 26. TESTS AND INSPECTIONS
a. If the Contract Documents, the Engineer, or any instructions, laws, ordinances, or public authority require any part of The Work to be tested or Approved, Contractor shall provide the Engineer at least two (2) working days notice of its readiness for observation or inspection. If inspection is by a public authority other than City, Contractor shall promptly inform City of the date fixed for such inspection.
Required certificates of inspection (or similar) shall be secured by Contractor.
Costs for City testing and City inspection shall be paid by City. Costs of tests for Work found not to be in compliance shall be paid by the Contractor. b. If any Work is done or covered up without the required testing or approval, the Contractor shall uncover or deconstruct the Work, and the Work shall be redone after completion of the testing at the Contractor’s cost in compliance with the Contract Documents.
c. Where inspection and testing are to be conducted by an independent laboratory or agency, materials or samples of materials to be inspected or tested shall be selected by such laboratory or agency, or by City, and not by Contractor. All tests or inspections of materials shall be made in accordance with the commonly recognized standards of national organizations.
d. In advance of manufacture of materials to be supplied by Contractor which must be tested or inspected, Contractor shall notify City so that City may arrange for testing at the source of supply. Any materials which have not satisfactorily passed such testing and inspection shall not be incorporated into The Work. e. If the manufacture of materials to be inspected or tested will occur in a plant or location outside the geographic limits of City, the Contractor shall pay for any 60 55452.01510\32905704.2
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excessive or unusual costs associated with such testing or inspection, including but not limited to excessive travel time, standby time and required lodging. f. Reexamination of Work may be ordered by City. If so ordered, Work must be uncovered or deconstructed by Contractor. If Work is found to be in accordance with the Contract Documents, City shall pay the costs of reexamination and reconstruction. If such work is found not to be in accordance with the Contract Documents, Contractor shall pay all costs.
ARTICLE 27. PROTECTION OF WORK AND PROPERTY
a. Contractor acknowledges and agrees that public safety is of utmost importance, and Contractor agrees that during the progress of the Work Contractor shall constantly protect and preserve the safety of the public. Contractor shall not unnecessarily cause inconvenience to the public during the progress of the Work and shall minimize the inconvenience caused by Contractor’s operations. Such operations include, but are not limited to, work performed on or adjacent to the Work site, traffic lane and pedestrian closures and deliveries of material and equipment.
b. The Contractor shall be responsible for all damages to persons or property that occur as a result of The Work. Contractor shall be responsible for the proper care and protection of all materials delivered and Work performed until completion and final Acceptance by City. All Work shall be solely at the Contractor’s risk.
Contractor shall adequately protect adjacent property from settlement or loss of lateral support as necessary. Contractor shall comply with all applicable safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the Project site where Work is being performed. Contractor shall erect and properly maintain at all times, as required by field conditions and progress of work, all necessary safeguards, signs, barriers, lights, and watchmen for protection of workers and the public, and shall post danger signs warning against hazards created in the course of construction.
c. In an emergency affecting safety of life or of work or of adjoining property, Contractor, without special instruction or authorization from the Engineer, is hereby permitted to act to prevent such threatened loss or injury; and Contractor shall so act, without appeal, if so authorized or instructed by the Engineer or City. Any compensation claimed by Contractor on account of emergency work shall be determined by and agreed upon by City and the Contractor. d. Contractor shall provide such heat, covering, and enclosures as are necessary to protect all Work, materials, equipment, appliances, and tools against damage by weather conditions.
e. Contractor shall take adequate precautions to protect existing sidewalks, curbs, pavements, utilities, and other adjoining property and structures, and to avoid damage thereto, and Contractor shall repair any damage thereto caused by The Work operations. Contractor shall:
1) Enclose the working area with a substantial barricade, and arrange work to cause minimum amount of inconvenience and danger to the public. 61 55452.01510\32905704.2
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2) Provide substantial barricades around any shrubs or trees indicated to be preserved.
3) Deliver materials to the Project site over a route designated by the Engineer.
4) Provide any and all dust control required and follow the Applicable air quality regulations as appropriate. If the Contractor does not comply, City shall have the immediate authority to provide dust control and deduct the cost from payments to the Contractor.
5) Confine Contractor’s apparatus, the storage of materials, and the operations of its workers to limits required by law, ordinances, permits, or directions of the Engineer. Contractor shall not unreasonably encumber the Project site with its materials.
6) Take care to prevent disturbing or covering any survey markers, monuments, or other devices marking property boundaries or corners. If such markers are disturbed by accident, they shall be replaced by an approved civil engineer or land surveyor, at no cost to City. 7) Ensure that existing facilities, fences and other structures are all adequately protected and that, upon completion of all Work, all facilities that may have been damaged are restored to a condition acceptable to City.
8) Preserve and protect from injury all buildings, pole lines and all direction, warning and mileage signs that have been placed within the right-of-way. 9) At the completion of work each day, leave the Project site in a clean, safe condition.
10) Comply with any stage construction and traffic handling plans. Access to residences and businesses shall be maintained at all times. f. These precautionary measures will apply continuously and not be limited to normal working hours. Full compensation for the Work involved in the preservation of life, safety and property as above specified shall be considered as included in the prices paid for the various contract items of Work, and no additional allowance will be made therefor.
g. Should damage to persons or property occur as a result of The Work, Contractor shall be responsible for proper investigation, documentation, including video or photography, to adequately memorialize and make a record of what transpired.
City shall be entitled to inspect and copy any such documentation, video, or photographs.
ARTICLE 28. CONTRACTORS MEANS AND METHODS
Contractor is solely responsible for the means and methods utilized to perform the work. In no case shall the Contractor’s means and methods deviate from commonly used industry standards. 62 55452.01510\32905704.2
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ARTICLE 29. INSPECTOR’S FIELD OFFICE
“NOT APPLICABLE”
ARTICLE 30. STAGING AREA
The City has an area designated for use as staging for the Contractor. This staging area is shown on Appendix 6 of this Specifications.
The Staging Area shall be enclosed with a 6’ high fence with security fabric. The Contractor shall maintain an orderly and clean staging area at all times. Full compensation for the Staging Area shall be included in the unit prices bid for various items of work.
ARTICLE 31. AUTHORIZED REPRESENTATIVES
City shall designate representatives, who shall have the right to be present at the Project site at all times. City may designate an inspector who shall have the right to observe all of the Contractor’s Work. The inspector is not authorized to make changes in the Contract Documents.
The inspector shall not be responsible for the Contractor’s failure to carry out The Work in accordance with the Contract Documents. Contractor shall provide safe and proper facilities for such access.
ARTICLE 32. HOURS OF WORK
a. Eight (8) hours of work shall constitute a legal day’s work. The Contractor and each subcontractor shall forfeit, as penalty to City, twenty-five dollars ($25) for each worker employed in the execution of Work by the Contractor or any subcontractor for each day during which such worker is required or permitted to work more than eight (8) hours in any one day and forty (40) hours in any week in violation of the provisions of the Labor Code, and in particular, Section 1810 to Section 1815, except as provided in Labor Code Section 1815. b. Unless otherwise provided in the Special Conditions, Work shall be accomplished on a regularly scheduled eight (8) hour per day work shift basis, Monday through Friday, between the hours of 7:00 a.m. and 5:00 p.m.
c. It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following at the Project site, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no Work allowed on City-observed holidays, unless otherwise Approved by the Engineer:
1) Powered Vehicles
2) Construction Equipment
3) Loading and Unloading Vehicles
4) Domestic Power Tool.
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ARTICLE 33. PAYROLL RECORDS
a. Pursuant to Labor Code Section 1776, the Contractor and each subcontractor shall maintain weekly certified payroll records showing the name, address, social security number, work classification, straight time and overtime hours paid each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed in connection with the work.
Contractor shall certify under penalty of perjury that records maintained and submitted by Contractor are true and accurate. Contractor shall also require subcontractor(s) to certify weekly payroll records under penalty of perjury. b. In accordance with Labor Code section 1771.4, the Contractor and each subcontractor shall furnish the certified payroll records directly to the Department of Industrial Relations (“DIR”) on a weekly basis and in the format prescribed by the DIR, which may include electronic submission. Contractor shall comply with all requirements and regulations from the DIR relating to labor compliance monitoring and enforcement.
c. The payroll records described herein shall be certified and submitted by the Contractor at a time designated by City. The Contractor shall also provide the following:
1) A certified copy of the employee’s payroll records shall be made available for inspection or furnished to such employee or his or her authorized representative on request.
2) A certified copy of all payroll records described herein shall be made available for inspection or furnished upon request of the Department of Industrial Relations (“DIR”).
d. The certified payroll records shall be on forms provided by the Division of Labor Standards Enforcement (“DLSE”) of the DIR or shall contain the same information as the forms provided by the DLSE.
e. Any copy of records made available for inspection and furnished upon request to the public shall be marked or obliterated in such a manner as to prevent disclosure of an individual’s name, address, and social security number. The name and address of the Contractor or any subcontractor shall not be marked or obliterated. f. In the event of noncompliance with the requirements of this Section, the Contractor shall have ten (10) days in which to comply subsequent to receipt of written notice specifying any item or actions necessary to ensure compliance with this section.
Should noncompliance still be evident after such ten (10) day period, the Contractor shall, as a penalty to City, forfeit one hundred dollars ($100.00) for each day, or portion thereof, for each worker until strict compliance is effectuated. Upon the request of the DIR, such penalties shall be withheld from contract payments.
ARTICLE 34. PREVAILING RATES OF WAGES
a. The Contractor is aware of the requirements of Labor Code Sections 1720 et seq. and 1770 et seq., as well as California Code of Regulations, Title 8, Section 16000 64 55452.01510\32905704.2
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et seq. (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on certain “public works” and “maintenance” projects. Since this Project involves an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and since the total compensation is $1,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. The Contractor shall obtain a copy of the prevailing rates of per diem wages at the commencement of this Agreement from the website of the Division of Labor Statistics and Research of the Department of Industrial Relations located at www.dir.ca.gov/dlsr/. In the alternative, the Contractor may view a copy of the prevailing rates of per diem wages at City. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to perform work on the Project available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold City, its elected officials, officers, employees and agents free and harmless from any claims, liabilities, costs, penalties or interest arising out of any failure or allege failure to comply with the Prevailing Wage Laws.
b. The Contractor and each subcontractor shall forfeit as a penalty to City not more than two hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the stipulated prevailing wage rate for any work done by him, or by any subcontract under him, in violation of the provisions of the Labor Code.
The difference between such stipulated prevailing wage rate and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the stipulated prevailing wage rate shall be paid to each worker by the Contractor.
c. Contractor shall post, at appropriate conspicuous points on the Project site, a schedule showing all determined general prevailing wage rates and all authorized deductions, if any, from unpaid wages actually earned.
ARTICLE 35. EMPLOYMENT OF APPRENTICES
The Contractor’s attention is directed to the provisions of Sections 1777.5, 1777.6, and 1777.7 of the Labor Code concerning employment of apprentices by the Contractor or any subcontractor.
The Contractor shall obtain a certificate of apprenticeship before employing any apprentice pursuant to Section 1777.5, 1777.6, and 1777.7 of the Labor Code. Information relative to apprenticeship standards, wage schedules, and other requirements may be obtained from the Director of Industrial Relations, the Administrator of Apprenticeships, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.
ARTICLE 36. CONTRACTOR AND SUBCONTRACTOR REGISTRATION
Pursuant to Labor Code sections 1725.5 and 1771.1, the Contractor and its subcontractors must be registered with the Department of Industrial Relations (“DIR”) at the time of the bid. By entering into this Contract, Contractor represents that it is aware of the registration requirement and is currently registered with the DIR. Contractor shall remain a current registration for the duration of the Project. Contractor shall further include the requirements of Labor Code sections 1725.5 and 1771.1 in any subcontract and ensure that all subcontractors are registered at the time this Contract is entered into and maintain registration for the duration of the Project. 65 55452.01510\32905704.2
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ARTICLE 37. LABOR COMPLIANCE; STOP ORDERS
This Project is subject to compliance monitoring and enforcement by the DIR. It shall be the Contractor’s sole responsibility to evaluate and pay the cost of complying with all labor compliance requirements under this Contract and applicable law. Any stop orders issued by the DIR against Contractor or any subcontractor that affect Contractor’s performance of Work, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay subject to any applicable liquidated damages and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its officials, officers, employees and agents free and harmless from any claim or liability arising out of stop orders issued by the DIR against Contractor or any subcontractor.
ARTICLE 38. NONDISCRIMINATION/EQUAL EMPLOYMENT OPPORTUNITY Pursuant to Labor Code Section 1735 and other applicable provisions of law, the Contractor and its subcontractors shall not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap on this Project. The Contractor will take affirmative action to insure that employees are treated during employment or training without regard to their race, color, religion, sex, national origin, age, political affiliation, marital status, or handicap.
ARTICLE 39. LABOR/EMPLOYMENT SAFETY
The Contractor shall maintain emergency first aid treatment for his employees which complies with the Federal Occupational Safety and Health Act of 1970 (29 U.S.C. § 651 et seq.), and California Code of Regulations, Title 8, Industrial Relations Division 1, Department of Industrial Relations, Chapter 4.
ARTICLE 40. INSURANCE
Contractor agrees to procure and maintain, at Contractor’s expense all insurance specified in Appendix “1” attached hereto and by this reference incorporated herein. Contractor shall require all subcontractors to carry the same policies and limits of insurance that the Contractor is required to maintain, unless otherwise approved in writing by the City.
ARTICLE 41. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
a. Time for Completion/Liquidated Damages. Contractor shall commence work within ten (10) days of the date stated in City’s Notice to Proceed and shall diligently and continuously prosecute the work to completion in the time specified in the Contract Documents. City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by City’s receipt or acceptance of the Contractor’s proposed earlier completion date.
Furthermore, Contractor shall not, under any circumstances, receive additional compensation from City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date.
If The Work is not completed as stated in the Contract Documents, it is understood that City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to City as fixed and liquidated 66 55452.01510\32905704.2
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damages, and not as a penalty, the sum stipulated in the Contract for each day of delay until The Work is fully completed. Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages.
b. Inclement Weather. Contractor shall abide the Engineer’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule.
c. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify City in writing of causes of delay. City shall ascertain the facts and extent of delay and grant extension of time for completing The Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date.
d. No Damages for Reasonable Delay. City’s liability to Contractor for delays for which City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs.
Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.
ARTICLE 42. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by City:
a. Within ten (10) Days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price;
b. A monthly itemized estimate of Work done for the purpose of making progress payments. In order for City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month.
c. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form.
d. Following City’s Acceptance of the Work, the Contractor shall submit to City a written statement of the final quantities of unit price items for inclusion in the final payment request.
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e. City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.
Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.
ARTICLE 43. MOBILIZATION
a. When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of The Work.
b. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:
1) Obtaining and paying for all bonds, insurance, and permits. 2) Moving on to the Project site of all Contractor’s plant and equipment required for first month’s operations.
3) Installing temporary construction power, wiring, and lighting facilities. 4) Establishing fire protection system.
5) Developing and installing a construction water supply. 6) Providing and maintaining the field office trailers for the Contractor and the Engineer, complete, with all specified furnishings and utility services including telephones, telephone appurtenances, computer and printer, and copying machine.
7) Providing on-site communication facilities for the Owner and the Engineer, including telephones, radio pagers, and fax machines.
8) Providing on-site sanitary facilities and potable water facilities as specified per Cal-OSHA and these Contract Documents.
9) Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.
10) Arranging for and erection of Contractor’s work and storage yard. 68 55452.01510\32905704.2
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11) Posting all OSHA required notices and establishment of safety programs per Cal-OSHA.
12) Full-time presence of Contractor’s superintendent at the job site as required herein.
13) Submittal of Construction Schedule as required by the Contract Documents.
ARTICLE 44. PAYMENTS
a. City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety-five percent (95%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments, except where the City has adopted a finding that the Work done under the Contract is substantially complex, and then the Contractor shall be paid a sum equal to ninety percent (90%) of the value of the Work performed up to the last day of the previous month, less the aggregate of previous payments.
b. The Contractor shall, after the full completion of The Work, submit a final payment application. All prior progress estimates shall be subject to correction in the final estimate and payment.
c. Unless otherwise required by law, the final payment of five percent (5%) of the value of the Work (or ten percent (10%) in the event the City has adopted a finding that the Work under the Contract is substantially complex), if unencumbered, shall be paid no later than sixty (60) Days after the date of recordation of the Notice of Completion.
d. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against City arising from this Contract.
e. Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials, or to relieve the Contractor of its obligations under the Contract Documents.
f. The Contractor shall submit with each payment request the Contractor’s conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 8132. Prior to final payment by City, the Contractor shall submit a final waiver of lien for the Contractor’s work, together with releases of lien from any subcontractor or materialmen.
ARTICLE 45. PAYMENTS WITHHELD AND BACK CHARGES
a. In addition to amounts which City may retain under other provisions of the Contract Documents City may withhold payments due to Contractor as may be necessary to cover:
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1) Stop Notice Claims.
2) Defective work not remedied.
3) Failure of Contractor to make proper payments to its subcontractors or suppliers.
4) Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.
5) Damage to another contractor or third party.
6) Amounts which may be due City for claims against Contractor. 7) Failure of Contractor to keep the record (“as-built”) drawings up to date. 8) Failure to provide updates on the construction schedule. 9) Site clean up.
10) Failure of the Contractor to comply with requirements of the Contract Documents.
11) Liquated damages.
12) Legally permitted penalties.
b. Upon completion of the Contract, City will reduce the final Contract amount to reflect costs charged to the Contractor, back charges or payments withheld pursuant to the Contract Documents.
ARTICLE 46. CHANGES AND EXTRA WORK
a. Change Order Work.
1) City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, the Contract amount and Contract time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, shall be performed under the applicable conditions of the Contract Documents, and shall be subject to the approval authority requirements of Article 4 of the Contract. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order. 2) All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No claim will be considered after the work in question has been done unless a written 70 55452.01510\32905704.2
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contract change order has been issued or a timely written notice of claim has been made by Contractor. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done.
Whenever any change is made as provided for herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.
3) Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless City requests that proposals be submitted in less than seven (7) Days. 4) Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order.
5) Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and City.
6) Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by City. 7) If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with City’s estimate of cost. If the change is issued based on City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that City’s estimate was in error.
8) Estimates for lump sum quotations and accounting for cost-pluspercentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, and shall be segregated as follows:
(a) Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the extra work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. 71 55452.01510\32905704.2
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(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery.
Materials cost shall be based upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion. (c) Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less.
Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, or Caltrans Equipment Rental Rates (without surcharge) at the time the work is performed. (d) Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
i. “Net Cost” is defined as consisting of costs of labor, materials and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond
premium will be reimbursed to the Contractor and
subcontractors at cost only, without mark-up.
ii. For Work performed by the Contractor’s forces the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work.
iii. For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost of the Work to which the Contractor may add five percent (5%) of the subcontractor’s Net Cost.
iv. For Work performed by a sub-subcontractor the added cost for overhead and profit shall not exceed fifteen percent (15%) of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five
percent (5%) of the Net Cost of the lower tier subcontractor. v. No additional mark up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five
percent (25%) of the Net Cost as defined herein.
9) All of the following costs are included in the markups for overhead and profit described above, and Contractor shall not receive any additional compensation for: Submittals, drawings: field drawings, Shop Drawings, including submissions of drawings; field inspection; General Superintendence; General administration and preparation of cost proposals, schedule analysis, Change Orders, and other supporting 72 55452.01510\32905704.2
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documentation; computer services; reproduction services; Salaries of project engineer, superintendent, timekeeper, storekeeper, and secretaries; Janitorial services; Small tools, incidentals and consumables; Temporary on Site facilities (Offices, Telephones, Internet access, Plumbing, Electrical Power, lighting; Platforms, Fencing, Water), Jobsite and Home office overhead or other expenses; vehicles and fuel used for work otherwise included in the Contract Documents; Surveying; Estimating; Protection of Work; Handling and disposal fees; Final cleanup; Other incidental Work; Related warranties.
10) For added or deducted Work by subcontractors, the Contractor shall furnish to City the subcontractor’s signed detailed estimate of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub-subcontractors. 11) For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier.
12) Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed. 13) Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify City’s change order form in an attempt to reserve additional rights. 14) If City disagrees with the proposal submitted by Contractor, it will notify the Contractor and City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with City, a change order will be issued by City. If no agreement can be reached, City shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order.
15) No dispute, disagreement or failure of the parties to reach agreement on the terms of the change order shall relieve the Contractor from the obligation to proceed with performance of the work, including extra work, promptly and expeditiously.
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16) Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor’s surety or sureties. b. Contract Unit Prices
1) Increases more than twenty-five percent (25%) percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications exceed the Bid quantity by more than twenty-five percent (25%), payment for the quantity in excess of one hundred twenty-five percent (125%) of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the City, or at the option of the Engineer, on the basis of the Extra Work per paragraph (a) above. 2) Decreases of more than twenty-five percent (25%). Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with Plans and Specifications, be less than seventy-five percent (75%) of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the City, or at the option of the Engineer, on the basis of the Extra Work per paragraph (a) above; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for seventy-five percent (75%) of the Bid quantity at the Contract Unit Price.
ARTICLE 47. OCCUPANCY
City reserves the right to occupy or utilize any portion of The Work at any time before completion, and such occupancy or use shall not constitute Acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.
ARTICLE 48. INDEMNIFICATION
a. Contractor shall defend (with counsel of City Council’s preference), indemnify and hold City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract, including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses. To the fullest extent permitted by law, Contractor shall defend, at Contractor’s own cost, expense and risk, with City Council’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees and representatives, in any such suit, 74 55452.01510\32905704.2
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action or other legal proceeding. Contractor shall reimburse City, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided.
The only limitations on this provision shall be those imposed by Civil Code Section 2782. b. Contractor shall require each of its subcontractors to indemnify City to the same extent Contractor is indemnified.
ARTICLE 49. COMPLETION AND ACCEPTANCE, DEFECTIVE WORK
a. Completion. Contractor shall make an initial request for final inspection after initial completion of the Work. After inspection, the Engineer will inform the Contractor, in writing, of all items found by Engineer to be incomplete or not in compliance with this Agreement. After the Contractor has completed these items, the procedure for final inspection shall then be the same as specified above for the Contractor's initial request for final inspection. If after two (2) "final" inspections, items are found by Engineer to be incomplete or not in compliance with this Agreement or any of the requirements contained or referenced herein, City may require Contractor, as a condition of City performing further field inspections, to submit to the Engineer a detailed written statement of the work performed subsequent to the date of the previous inspection at which such items were found to be incomplete or not in compliance with this Agreement.
The Parties shall follow the above steps until such time as Engineer determines that the Work has been satisfactorily completed in accordance with all terms and condition of this Agreement. Upon such determination, City shall order recordation of the Notice of Completion.
b. Acceptance. Thirty-five (35) days after the Notice of Completion is recorded (or in the event any lien claims are filed against the Project arising out of Contractor's activities hereunder, on such date Contractor has finally satisfied, discharged, or obtained a release of such claim), City shall accept Contractor's Work. c. Defective Work. Contractor shall repair, reconstruct, replace or otherwise make acceptable any and all Work found by Engineer to be defective or not in accordance with the Agreement. Final acceptance of the Work shall not constitute a waiver by City of any defective work subsequently discovered.
ARTICLE 50. RECORD (“AS BUILT”) DRAWINGS
a. Contractor shall prepare and maintain a complete set of record drawings (herein referred to as “as-builts”) and shall require each trade to prepare its own as-builts.
The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas and plumbing. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a cross-reference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date. 75 55452.01510\32905704.2
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Contractor shall use colors to distinguish variations in separate categories of The Work.
b. Contractor shall note related change order, request for information, request for proposals, or Architect’s Supplemental Instructions where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts in .pdf or other approved format. The suitability of the as-builts will be determined by the Engineer.
ARTICLE 51. RESOLUTION OF CONSTRUCTION CLAIMS
a. All public works claims between the Contractor and the City shall be resolved pursuant to the procedures set forth in Public Contract Code section 9204. All public works claims of $375,000 or less which arise between the Contractor and City shall be resolved in accordance with Public Contract Code sections 20104 et seq. and other applicable law, unless the City has elected to resolve the dispute pursuant to Public Contract Code Section 10240 et seq.
b. Contractor shall timely comply with all notices and requests for additional compensation and extensions of time, including but not limited to all requirements of Article 45, as a prerequisite to filing any claim governed by this Article. The failure to timely provide any notice or request required by the Contract Documents shall constitute a waiver of the right to these procedures. c. All Claims. All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the Contractor for (1) a time extension, including without limitation relief from damages or penalties for delay assessed by the City, (2) payment of money or damages arising from work done by or on behalf of the Contractor and payment of which is not otherwise expressly provided for or the Contractor is not otherwise entitled, or (3) payment of an amount which is disputed by City.
d. All Claims. The Contractor will submit the claim justification in the following format:
1) Summary of claim merit and price, and Contract clause pursuant to which the claim is made.
2) List of documents relating to claim
(a) Specifications
(b) Drawings
(c) Clarifications (Requests for Information)
(d) Schedules
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(e) Other
3) Chronology of events and correspondence
4) Analysis of claim merit
5) Analysis of claim cost
6) Analysis of time impact analysis in CPM format
7) Cover letter and certification of validity of the claim e. City Response to Claim. Upon receipt of a Claim pursuant to this Article, the City shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days of receipt of the claim, or as extended by mutual agreement, shall provide a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the Claim will be processed and made within 60 days after the City issues its written response.
If the City needs approval from the City Council to provide Contractor a written statement as set forth above, and the City Council does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a Claim, the City shall have up to three (3) days following the next publicly noticed City Council meeting after the 45-day period, or extension, expires to provide Contractor a written statement identifying the disputed portion and the undisputed portion of the Claim.
The City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant. The City’s written response shall be submitted 30 days (15 days if the Claim is less than $50,000) after receiving the additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater. f. Meet and Confer Conference. If the Contractor disputes City's response, or if City fails to respond within the statutory time period(s), the Contractor may so notify City within 15 days of the receipt of the response or the failure to respond, and demand an informal conference to meet and confer for settlement of those portions of the Claim that remain in dispute. Upon such demand, City shall schedule a meet and confer conference within 30 days.
g. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion thereof remains in dispute, the City shall provide the Contractor with a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any portion of the claim that remains in dispute shall be submitted to nonbinding mediation. The selection of the mediator shall be in accordance with Public Contract Code section 9204, and the City and the Contractor shall equally share the associated mediator fees. Each party will be responsible for its own attorneys’ fees and other costs incurred due to the resolution of any Claim.
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h. Condition Precedent. Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor. i. Government Code Claim. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code section 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City.
ARTICLE 52. CITY’S RIGHT TO TERMINATE CONTRACT
a. Termination for Cause. City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract in whole or in part if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of City; or (ix) should violate any of the provisions of the Contract Documents.
The notice of intent to terminate shall contain the reasons for such intention to terminate. Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to City for any excess costs or other damages incurred by City to complete the Project. If City takes over The Work, City may, without liability for so doing, take possession of and utilize in completing The Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Project site. b. Termination For Convenience. City may terminate performance of The Work in whole or, in part, if City determines that a termination is in City's interest.
The Contractor shall terminate all or any part of The Work upon delivery to the Contractor of a Notice of Termination specifying that the termination is for the convenience of City, the extent of termination, and the effective date of such termination. 78 55452.01510\32905704.2
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After receipt of Notice of Termination, and except as directed by City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:
1) Stop Work as specified in the Notice.
2) Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents.
3) Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.
4) Terminate all subcontracts to the extent that they relate to the portions of The Work terminated.
5) Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.
6) Submit to City, within ten (10) Days from the effective date of the Notice of Termination, all of the documentation called for by the Contract Documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the Effective Date of the Notice of Termination. Any documentation substantiating costs incurred by the Contractor solely as a result of City's exercise of its right to terminate this Contract pursuant to this clause, which costs the Contractor is authorized under the Contract Documents to incur, shall: (i) be submitted to and received by City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by City's Termination for Convenience."
7) These provisions are in addition to and not in limitation of any other rights or remedies available to City.
c. Savings Clause. If City terminates Contractor for cause, and if it is later determined that the termination was wrongful, such default termination shall automatically be converted to and treated as a termination for convenience. In such event, Contractor shall be entitled to receive only the amounts payable under this section, and Contractor specifically waives any claim for any other amounts or damages, including, but not limited to, any claim for consequential damages or lost profits. d. Exception. Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, City may immediately order Contractor to cease Work on the Project until such safety or liability issues are addressed to the satisfaction of City or the Contract is terminated.
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ARTICLE 53. WARRANTY AND GUARANTEE
a. Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier. b. Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year.
c. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.
d. City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the City have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor’s expense.
e. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition. f. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1) Obtain for City all warranties that would be given in normal commercial practice;
2) Require all warranties to be executed, in writing, for the benefit of City; and 3) Enforce all warranties for the benefit of City, unless otherwise directed in writing by City.
This Article shall not limit City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.
ARTICLE 54. DOCUMENT RETENTION & EXAMINATION
a. In accordance with Government Code Section 8546.7, records of both City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment.
b. Contractor shall make available to City any of the Contractor’s other documents related to the Project immediately upon request of City. 80 55452.01510\32905704.2
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c. In addition to the State Auditor rights above, City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to City, for a period of four (4) years after final payment.
ARTICLE 55. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.
ARTICLE 56. SEPARATE CONTRACTS
a. City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.
b. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents. c. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project.
Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.
ARTICLE 57. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing for service of notice. Notice to City shall be addressed to City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) Days after being sent by first class mail, whichever is earlier. 81 55452.01510\32905704.2
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GENERAL CONDITIONS
Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.
ARTICLE 58. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, City shall provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract.
ARTICLE 59. STATE LICENSE BOARD NOTICE
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.
ARTICLE 60. INTEGRATION
a. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
b. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of City and Contractor.
ARTICLE 61. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of City. Any assignment without the written consent of City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.
ARTICLE 62. CHANGE IN NAME AND NATURE OF CONTRACTOR’S LEGAL ENTITY Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify City in order that proper steps may be taken to have the change reflected on the Contract.
ARTICLE 63. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials 82 55452.01510\32905704.2
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GENERAL CONDITIONS
pursuant to this Contract or any subcontract. This assignment shall be made and become effective at the time City makes final payment to the Contractor, without further acknowledgment by the parties.
ARTICLE 64. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.
ARTICLE 65. LAWS AND REGULATIONS
a. Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom. b. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA regulations.
ARTICLE 66. PATENT FEES OR ROYALTIES
The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.
ARTICLE 67. OWNERSHIP OF DRAWING
All Contract Documents furnished by City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to City on request at completion of The Work.
ARTICLE 68. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.
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GENERAL CONDITIONS
END OF GENERAL CONDITIONS
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SPECIAL CONDITIONS
MARINE SAFETY HQ BUILDING CONCRETE REPAIRS
PROJECT NO. TBD
Reference is hereby made to "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", latest edition, including all supplements thereto, are incorporated herein and made a part of the Specifications the same as though fully set forth hereunder. The following are additions and exceptions to the said Standard Specifications and all other provisions of the said Standard Specifications are to remain in effect.
PART 1 – GENERAL PROVISIONS
SCOPE AND CONTROL OF WORK
Section 2-6 Work to Be Done (add the following subsection) Section 2-6.1 General Description of Work
The Marine Safety Headquarters exterior surfaces have deteriorated due to the marine environmental effects and wave action on the ocean side of the building. The work to be performed, in general consists of sawcuting, removing weak concrete, drilling and installing epoxy anchored reinforcing, repairing mortar, etc. to necessary to complete the work on the Marine Safety Building’s exterior surfaces. The corrosion cracks and spalling shall be repaired by removing the weak material, cleaning the steel reinforcing, applying corrosion inhibitor to the reinforcing, applying a bonding agent to the concrete interface then patching the area with Polymer Modified Mortar per the Technical Specifications, Section 030100-Concrete Rehabilitation. The construction details for each concrete repair of the structural and nonstructural elements are given in Appendix 3.
The Contractor shall furnish all materials, equipment, tools, labor, and incidentals as required by the Plans, Specifications, and Contract Documents for the proposed construction.
Material specifications listed in Appendix 4 shall be used for the concrete repair.
Background: The one story building is located on the beach just north of the San Clemente Pier and houses the lifeguard services. The building is subjected to severe marine exposure and direct wave splash during storms. The rectangular building is approximately 5,500 square feet. It is 128 feet long in the north – south direction and varies from 37 feet to 62 feet wide in the east – west direction. The Building has undergone various maintenance repair contracts to address concrete spalling due to corrosion. The available record drawings are included in Appendix 5 “for information only” purposes.
Section 2-6.2 Location of Work
The project site is located at San Clemente Pier, 622 Avenida Del Mar, in the City of San Clemente, CA adjacent to the Pacific Ocean.
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CHANGES IN WORK
Section 3-3.2.3 Markup (substitute with the following changes) (a) Work by Contractor. The following percentage shall be added to the Contractor’s costs and shall constitute the markup for all overhead and profits:
Labor 20%
Materials 15%
Equipment Rental 15%
Other Items and Expenditures 15%
To the sum of the costs and markups provided for in this subsection, 1 percent shall be added as compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Subsection 3-3.2.3(a) shall be applied to the Subcontractor’s actual cost of such work, to which a markup of 10 percent on the first $2000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $2000 of the subcontracted portion of the extra work may be added by the Contractor.
PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK
Section 6-2 Prosecution of Work (add the following to the end of the second paragraph) All outstanding cleanup, restoration activities, and construction correction items shall be addressed within two (2) weeks of Project completion.
Section 6-7 Time of Completion (add to the following subsection) Section 6-7.1 General
The Contractor shall complete the Work within 30 working days.
PERMITS
Section 7-5 of Standard Specifications (add the following subsection) Waste Management Plan:
The Contractor will be required to complete a Waste Management Plan for the entire project. The Contractor shall pay to the City a non-refundable administrative fee of $150.00 for processing the Applicant's Waste Management Plan. In addition, a refundable Construction and Demolition Performance Security Deposit of $1,000. The fee and deposit shall be paid to the City of San Clemente Building Dept. before a Notice to Proceed will be issued for the project. The Contractor shall follow the requirements as outlined in Appendix "2" of these Specifications. The Contractor shall submit the required documentation to the City of San Clemente Environmental Services Coordinator at the conclusion of the project. An option to completing the City's WMP described 86 55452.01510\32905704.2
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SPECIAL CONDITIONS
above to rent a CR&R bin for recycling material. If you have any questions, please call (949) 498- 9436.
Payment
Payment shall be per the lump sum unit price bid for "Waste Management Plan".
OCDC Permit: The city obtained
Metrolink/SCRRA:
No need for a railroad right-of-way encroachment permit since this work is considered as part of the maintenance activity. The proposed repair activity is not resulting in an addition to or enlargement or expansion of the object of such activities and not involving any risk of substantial adverse environmental impact.
The Contractor is not permitted to enter or impose upon the Railroad right-of-way at any time and must contain all construction activities within the fenced overpass enclosure when working over the railroad right-of-way.
Coastal Development Commission Permit:
The City obtained a permit from California Coastal Commission for this repair.
PROJECT SITE MAINTENANCE
Section 7-8 of Standard Specifications (add the following) Storage of Materials, Mechanized Equipment and Removal of Construction Debris The Contractor shall comply with the following construction-related requirements:
(a) No demolition or construction materials, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wave, wind, rain, or tidal erosion and dispersion. (b) No demolition or construction equipment, materials, or activity shall be placed in or occur in any location that would result in impacts to environmentally sensitive habitat areas, streams, wetlands or their buffers.
(c) Demolition construction debris and loose materials shall be removed from work areas each day that demolition or construction occurs to reduce the risk of public trip hazard or material entering the railroad right of way or coastal waters. (d) Water required for saw-cutting or pressure washing shall be contained and vacuumed up to prevent it from flowing onto the public access side of the barricade where it would be an immediate slip hazard. Waste water shall be contained and collected before it can flow onto the beach, storm water system or railroad rightof-way. 87 55452.01510\32905704.2
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(e) All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day.
(f) The Contractor shall provide adequate disposal facilities for solid waste, including, excess concrete, produced during demolition or construction. (g) Debris shall be disposed of at a legal disposal site or recycled at a recycling facility.
If the disposal site is located in the coastal zone, a coastal development permit shall be required before disposal can take place unless the Executive Director of the California Coastal Commission determines that no permit is legally required. (h) All stock piles and construction materials shall be covered with a plastic sheeting material that will keep it dry and prevent dispersal of the stock pile and construction materials, enclosed on all sides, and shall be located as far away as possible from drain inlets and any waterway, and shall not be stored in contact with the soil. (i) Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff and contaminants. Thinners or solvents shall not be discharged into sanitary or storm sewer systems. (j) The discharge of any hazardous materials into any receiving waters shall be prohibited.
(k) Spill prevention and control measures shall be implemented to ensure the proper handling and storage of petroleum products and other construction materials.
Measures shall include a designated fueling and vehicle maintenance area with appropriate berms and protection to prevent any spillage of gasoline or related petroleum products or contact with runoff. The area shall be located as far away from the receiving waters and storm drain inlets as possible. (l) Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) designed to prevent spillage and/or runoff of demolition or construction-related materials, and to contain sediment or contaminants associated with demolition or construction activity, shall be implemented prior to the on-set of such activity. (m) All BMPs shall be maintained in a functional condition throughout the duration of construction activity.
Dust Control
Dust control throughout the project duration will be required by the City, including daily sweeping of the sidewalks near the bridge entrances and the public access side of the barricade after demolition is complete each day. Washing down sidewalks and pavement is not allowed to control dust unless that wash water is contained and vacuum collected. If concrete demolition dust is allowed to collect on the public access pavement, the wet feet of beachgoers and or marine environment will quickly turn this into a slurry paste causing public complaint. 88 55452.01510\32905704.2
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SPECIAL CONDITIONS
Contractor shall inspect and maintain all BMP’s on a daily basis. The City may require a daily log by the Contractor indicating who performed the BMP inspection and what maintenance was performed.
Failure of the Contractor to comply with a City correction notice may result in an order to suspend work until the condition is corrected. No additional compensation, time nor payment, will be allowed as a result of such a suspension.
Any fines levied by the State Water Resources Control Board, City, Railroad other entity having authority to do so, as a result of the Work not complying with the BMP’s shall become the responsibility of the Contractor. The amount of the fine may be deducted from monies due the Contractor, at the discretion of the City, until the fine is paid or otherwise resolved.
Miscellaneous
Disposal of all refuse, excess materials and all other substances, shall be in compliance with all City, County, State and Federal rules, regulations and laws.
A clean portable sanitation facility shall be provided for use by the Contractor’s crews and the City staff.
Payment
Full compensation for Project Site Maintenance, unless separately designated, shall be included in unit prices bid for various items of work involved.
PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
Section 7-9 of Standard Specifications (add the following subsection) Restoration of Private Property
The Contractor shall repair and restore all improvements, structures, property, vegetation, utilities and facilities disturbed, disconnected or damaged as a result or consequence of the Contractor’s work or the operations of those for whom the Contractor is responsible or liable, including that caused by trespass with or without the Contractor’s knowledge or consent, or by the transporting of workers, materials or equipment to or from the work site.
Damage caused by trespass or the transport of workers, materials, or equipment shall be repaired immediately by means and methods as approved by the Engineer.
Damage resulting from the Contractor’s work shall be repaired immediately upon completion of said work. The Contractor shall submit construction details to the Engineer for approval prior to commencing any restoration necessitated by the Contractor’s work.
All restoration work shall be completed to the satisfaction of the Engineer and the appropriate property owners.
Full compensation for Protection and Restoration of Existing Improvements shall be included in unit prices bid for various items of work involved.
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PUBLIC CONVENIENCE AND SAFETY
Section 7-10.1 of Standard Specifications (add the following subsection) Laydown/storage areas shall be located within the limits of areas designated for such purpose by the City.
Section 7-10.4 of Standard Specifications (add the following subsection) The Contractor shall carry out his operations in strict accordance with all applicable safety regulations and standards.
MOBILIZATION
Section 9-3.4 of Standard Specifications (add the following subsection) Mobilization shall conform to the provisions stated in the General Provisions and herein.
The Contractor’s Jobsite Superintendent shall maintain a working mobile cellular telephone at Contractor’s expense.
Payment
Payment shall be per the lump sum unit price bid for “Mobilization” and shall be considered full compensation for providing bonds, insurance, permits, and licenses as required, initial move-in, furnishing all labor, materials, equipment and incidentals necessary to perform the items of work, and subsequent move-out costs, and all preparatory work and operations for which no separate bid item is provided in the proposal. Progress payments for this item shall be paid to the Contractor in accordance with the completion percentage of the project, and shall include the cost of such mobilization and administration for the entire contract period. No additional compensation will be allowed for furnishing labor, materials, equipment, rental of necessary storage sites for storage of equipment, and incidentals necessary to perform the items of work.
END OF SPECIAL CONDITIONS
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Technical Specifications
MARINE SAFETY HQ BUILDING CONCRETE REPAIRS
PROJECT NO. TBD
TABLE OF CONTENTS
Section Description Page
030100 Concrete Rehabilitation……………………………………………………… 90
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CONCRETE REHABILITATION
SECTION 030100
CONCRETE REHABILITATION
PART 1 – GENERAL
Section intended for the epoxy mortar rehabilitation of existing concrete bridge decks and stairway surfaces.
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM International (ASTM)
ASTM C117 (2013) Standard Test Method for materials
Finer than 75-um (No. 200) Sieve in
Mineral Aggregates by Washing
ASTM C136/C136M (2014) Standard Test Method for Sieve
Analysis of Fine and Coarse Aggregates
ASTM C144 (2011) Standard Specification for
Aggregate for Masonry Mortar
ASTM C31/C31M (2012) Standard Practice for Making and
Curing Concrete Test Specimens in the Field
ASTM C33/C33M (2013) Standard Specification for Concrete Aggregates
ASTM C39/C39M (2013a) Standard Test Method for
Compressive Strength of Cylindrical
Concrete Specimens
ASTM C881/C881M (2014) Standard Specification for
Epoxy-Resin-Base Bonding Systems for Concrete
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1.2 SUBMITTALS
If a specified product is no longer available, or the Contractor desires to use a product he believes will result in a higher quality of performance at no additional cost to the City, he may submit such alternative materials for review and consideration by the Engineer.
Alternatives materials must be approved prior to mobilization since no time extension will be granted for alternative consideration after mobilization. Approval is at the sole discretion of the City.
1.2.1 Design Data.
For alternative materials, submit manufactures product data indicating suitability for the repair application, the material properties, and Manufacturer’s Instructions for the surface preparation, mixing, pot life, application and curing of the repair materials. The City may request additional information.
1.3 DELIVERY, STORAGE, AND HANDLING
Inspect materials delivered to site for damage, unload and store with a minimum of handling. Deliver epoxy resin components and aggregate materials in original sealed containers and store in dry covered areas at temperatures below 90 degrees F. Remove from job site unused mixed materials which have reached end of working or pot life.
1.4 EQUIPMENT
Use container recommended by the epoxy manufacturer as the mixing vessel. Use a power drive (air or spark proof) propeller type blade for mixing except that hand mixing may be used for small batches. Use equipment specified by epoxy manufacturer for field mixing of aggregates and epoxy resin.
PART 2 – PRODUCTS
2.1 MATERIALS
2.1.1 Polymer Modified Mortar
Sika Top 123 Plus - two component polymer modified cementitious, non-sag mortar plus FerroGard 901 penetrating corrosion inhibitor manufactured by Sika or Engineer approved equal.
2.1.2 Bonding Agent for Polymer Mortar to concrete and non-corroded reinforcing Sikadur 32 Hi-Mod LPL – high modulus, high strength, extended pot life, epoxy 93 55452.01510\32905704.2
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bonding/grouting adhesive.
2.1.3 Bonding Agent for Polymer Mortar to reinforcing which exhibits corrosion prior to cleaning.
Sika Armatec 110 EpoCem – bonding agent and reinforcement protection.
PART 3– EXECUTION
3.1 PREPARATION
3.1.1 Saw-cutting
Sawcut the perimeter of each repair area, 1” deep unless details specify other, to avoid feathering of the repair material. Contain and collect the concrete debris produced from the saw-cutting to avoid hazards to the public who walk barefoot in the immediate vicinity of these repairs and to control pollution as required by the BMP’s.
3.2 REPAIR PROCEEDURE
Follow the Repair Instructions on the plans and in the product manufactures recommendations for the preparation and repair areas. When in conflict the Repair Instructions shall govern.
3.3 MIXING MATERIALS
Make batches small enough to ensure placement before binder sets. Mix materials in accordance with manufacturer’s recommendations.
3.4 PLACEMENT
Place material per the manufacture’s instructions for each repair product.
3.5 CURING
Cure materials in accordance with the Repair Instruction and manufacturer’s recommendations. Maintain moisture for 7 days if wet cure methods are used.
3.6 FIELD QUALITY CONTROL
3.6.1 Special Inspection
The completed preparation of the demolition interface shall be inspected by the City’s appointed representative for each area prior to the application of epoxy binder. Confirm the interface is clean, rough aggregate is exposed, and there is no loose material or 94 55452.01510\32905704.2
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CONCRETE REHABILITATION
standing water. Provide “Continuous Inspection” during the application of the epoxy binder, mixing and placement of the polymer mortar. Testing Cylinders are not required for the project but if the Inspector is suspect that the repair material is being mixed improperly or placed beyond its useful pot-life, he shall immediately notify the Contractor of the suspect conditions. If the Contractor proceeds to place suspect material, the Inspector shall take (3) 2 ½” or 3” diameter cylinders of the material for future lab testing and the Contractor shall fully cooperate with the Inspectors in his effort to collect representative samples. If insufficient material exists for (3) test cylinders, the Inspector shall take the number of cylinders possible. All suspect material locations shall be dimensionally described in the Inspection Report incase defective material requires removal. If the material is found defective the Contractor shall pay for both the lab testing and removal/replacement of the defective material.
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APPENDIX 1
INSURANCE REQUIREMENTS
1. WORKERS’ COMPENSATION AND EMPLOYER’S LIABILITY INSURANCE Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000) for Contractor ’s employees in accordance with the laws of the State of California, Section 3700 of the Labor Code In addition, Contractor shall require each subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s Liability Insurance in accordance with the laws of the State of California, Section 3700 for all of the subcontractor’s employees.
Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its officials, officers, employees, agents, and volunteers. Company or companies providing insurance coverage shall be acceptable to City, if in the form and coverage as set forth in the Contract Documents.
2. COMMERCIAL GENERAL LIABILITY INSURANCE
a. Contractor shall procure and maintain during the life of this Contract and for such other period as may be required herein, at its sole expense, occurrence form Commercial General Liability insurance coverage, at least as broad as the most current ISO CGL Form 00 01 including but not limited to, premises liability, contractual liability, products/completed operations if applicable, personal and advertising injury which may arise from or out of Contractor’s operations, use, and management of the Project site, or the performance of its obligations hereunder.
Policy limits shall not be less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury and property damage, including without limitation, blanket contractual liability, and a $2,000,000 completed operations aggregate. Defense costs shall be paid in addition to the limits. b. Such policy shall comply with all the requirements of this Article. The limits set forth herein shall apply separately to each insured against whom claims are made or suits are brought, except with respect to the limits of liability. Further the limits set forth herein shall not be construed to relieve the Contractor from liability in excess of such coverage, nor shall it limit Contractor’s indemnification obligations to City, and shall not preclude City from taking such other actions available to City under other provisions of the Contract Documents or law.
c. Contractor shall make certain that any and all subcontractors hired by Contractor are insured in accordance with this Contract. If any subcontractor’s coverage does not comply with the foregoing provisions, Contractor shall indemnify and hold City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by City as a result thereof.
d. All general liability policies provided pursuant to the provisions of this Article shall comply with the provisions of the Contract Documents.
e. All general liability policies shall be written to apply to all bodily injury, including death, property damage, personal injury, owned and non-owned equipment, 96
blanket contractual liability, completed operations liability, explosion, collapse, under-ground excavation, removal of lateral support, and other covered loss, however occasioned, occurring during the policy term, and shall specifically insure the performance by Contractor of that part of the indemnification contained in these General Conditions, relating to liability for injury to or death of persons and damage to property. If the coverage contains one or more aggregate limits, a minimum of 50% of any such aggregate limit must remain available at all times; if over 50% of any aggregate limit has been paid or reserved, City may require additional coverage to be purchased by Contractor to restore the required limits. Any umbrella policy shall “follow form” to the underlying primary policies.
3. AUTOMOBILE LIABILITY INSURANCE
Contractor shall take out and maintain at all times during the term of this Contract Automobile Liability Insurance at least as broad as ISO CA 00 01 (Any Auto) covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under these Contract Documents, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.
Such insurance shall be provided in a form and with insurance companies acceptable to City and comply with the provisions of Section 7 below.
4. CONTRACTORS POLLUTION LIABILITY. CONTRACTORS POLLUTION LIABILITY
INSURANCE COVERING ALL OF THE CONTRACTOR'S OPERATIONS TO INCLUDE
ONSITE AND OFFSITE COVERAGE FOR BODILY INJURY (INCLUDING DEATH AND
MENTAL ANGUISH), PROPERTY DAMAGE, DEFENSE COSTS AND CLEANUP COSTS WITH LIMITS NOT LESS THAN $2,000,000 PER LOSS AND $4,000,000 TOTAL ALL LOSSES.
THE POLICY SHALL CONTAIN NO ENDORSEMENTS OR PROVISIONS LIMITING
CONTRACTUAL LIABILITY OR COVERAGE FOR CROSS LIABILITY OF CLAIMS OR SUITS BY ONE INSURED AGAINST ANOTHER. IF COVERAGE IS WRITTEN ON A CLAIMS-MADE
BASIS, THE RETROACTIVE DATE SHALL PRECEDE THE EFFECTIVE DATE OF THE
INITIAL CONTRACT AND CONTINUOUS COVERAGE WILL BE MAINTAINED OR AN
EXTENDED REPORTING PERIOD WILL BE EXERCISED FOR A PERIOD OF AT LEAST THREE (3) YEARS FROM TERMINATION OR EXPIRATION OF THIS CONTRACT.
5. UMBRELLA INSURANCE.
Contractor shall obtain and maintain an umbrella insurance policy with limits of not less than $4,000,000 that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and automobile liability. Such policy or policies shall include the following terms and conditions:
a. A drop down feature requiring the policy to respond in the event that any primary insurance that would otherwise have applied proves to be uncollectable in whole or in part for any reason;
b. Pay on behalf of wording as opposed to reimbursement; c. Concurrency of effective dates with primary policies; and d. Policies shall “follow form” to the underlying primary policies. 97
e. Insureds under primary policies shall also be insureds under the umbrella or excess policies.
6. FORM AND PROOF OF CARRIAGE OF INSURANCE
a. Any insurance carrier providing insurance coverage required by the Contract Documents shall be authorized to do business in the State of California unless waived, in writing, by City’s Risk Manager. Carrier(s) shall have an A.M. Best rating of not less than an A- VII.
b. Insurance deductibles or self-insured retentions greater than $5,000 must be declared by the Contractor, and such deductibles and retentions shall have the prior written consent from City. At the election of City the Contractor shall either 1) reduce or eliminate such deductibles or self-insured retentions, or 2) procure a bond which guarantees payment of losses and related investigations, claims administration, and defense costs and expenses.
c. Contractor shall cause its insurance carrier(s) to furnish City with either 1) a properly executed original Certificates(s) of Insurance and certified original copies of Endorsements effecting coverage as required herein, or 2) if requested to do so in writing by City’s Risk Manager, provide original Certified copies of policies including all Endorsements and all attachments thereto, showing such insurance is in full force and effect. All required policies of Commercial General Liability insurance shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds. For all policies of Commercial General Liability insurance, Contractor shall provide endorsements in the form of ISO CG 20 10 10 01 and 20 37 01 01 (or endorsements providing the exact same coverage) to effectuate this requirement. Further, all policies of insurance shall contain or shall be endorsed to contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to City prior to any material modification or cancellation of such insurance. d. In the event of a material modification or cancellation of coverage, City may terminate or Stop Work pursuant to the Contract Documents, unless City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under these Contract Documents until City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf.
e. All required insurance coverages shall contain or be endorsed to waive subrogation against the City, its officials, officers, employees, agents, and volunteers or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery 98
prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its Subcontractors. Contractor shall indemnify and hold City harmless from any damage, loss, cost, or expense, including attorneys’ fees, incurred by City from Contractor’s failure to ensure its Subcontractors waive right of recovery against City.
f. It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory. The Contractor shall provide endorsement(s) to this effect at the City’s request. g. City reserves the right to adjust the monetary limits of insurance coverage’s during the term of this Contract including any extension thereof-if in City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate.
h. In the event any policy of insurance required by the Contract Documents does not comply with these specifications or is canceled and not replaced immediately so as to avoid a lapse in the required coverage, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Contract, effective upon notice.
i. Contractor acknowledges and agrees that actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposed no additional obligation on the City nor does it waive any rights hereunder. j. Requirements not limiting. Requirements of specific coverage or limits are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
k. Contractor shall be responsible for causing all Subcontractors of any tier working under this Contract to purchase insurance meeting the requirements contained herein, including adding the City its officials, officers, employees, agents and volunteers as Additional Insureds to the subcontractor’s policies. All policies of Commercial General Liability insurance provided by Subcontractors shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds using endorsement form ISO GC 20 38 04 13 (or an endorsement providing the exact same coverage) to effectuate this requirement.
Contractor shall not allow any Subcontractor to commence work relating to these 99
Contract Documents until it has received satisfactory evidence of Subcontractor’s compliance with all insurance requirements under this Contract. The Contractor shall provide satisfactory evidence of compliance with this section upon request of the City.
100
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City of San Clemente/Environmental Programs
910 Calle Negocio, Suite 100
San Clemente, CA 92673
Phone (949) 498-9436 / Fax (949) 361-8316
CR&R (877) 728-0446
City of San Clemente Building Permit Applicants
Construction & Demolition Debris Recycling Requirements San Clemente Municipal Code 8.69, Ordinance #1286
To obtain a Building Permit for covered construction and demolition (C&D) projects, Applicants are required to have one of the following:
x An approved Waste Management Plan (WMP)
or
x Elect to use a C&D recycling bin provided by the City’s franchise waste hauler.
Applicants can choose to use the City’s franchise waste hauler and can arrange for service by contacting CR&R at (877) 728-0446 and requesting a C&D bin for their project.
Covered Projects
All construction, demolition, and renovation projects within the City removing recyclable material shall be considered “Covered Projects.”
The WMP documents how Applicants will meet the City's State mandated goal of reducing the quantity of C&D debris disposed of at landfills by 75% or greater.
All forms are available at permit application and must be completed, submitted and approved prior to permit issuance.
Building Permits will not be issued without an approved WMP or CR&R work order.
DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) A Recycling Summary Report (RSR) must be submitted upon completion of construction. The RSR indicates actual recycling activities and documents compliance with Municipal Code 8.69.
Failure to submit a RSR within 60 days of completing the project can result in forfeiture of your security deposit.
Have questions? Please contact the Environmental Programs at (949) 498-9436. WMP forms may be picked up at Building Department.
102
City of San Clemente Page 2
What You Need To Do
There are 3 steps to comply with the City's C&D Debris WMP Requirements. (If you elect to use CR&R you only need to contact CR&R and request a C&D bin for your project). x Step 1 - Complete and submit a WMP with your Building Permit application along with the applicable fees. See the attached WMP Fee Schedule to determine the required fee. x Step 2 - During construction/demolition, gather supporting data for your RSR x Step 3 - Submit a completed RSR within 60 days of project completion Construction & Demolition Debris Facilities flyers are available to help you identify facilities that will accept your construction and demolition debris for recycling. For other assistance and questions about filling out forms, call the Environmental Programs at (949) 498-9436.
The WMP is part of your building permit application and is your plan for reusing, diverting, and/or recycling 75% or greater of all construction and demolition debris from your project.
Note: Quantities must be listed in tons to meet City and State mandated reporting requirements. To convert volume (e.g., cubic yards, square feet, etc.) to tons, use the Materials Conversion Worksheet provided.
To avoid delays in obtaining your Building Permit:
x Submit your completed WMP with your permit application. x Allow 3-5 business days for WMP processing.
x Remember that your Building Permit application is deemed incomplete without an approved WMP. Building Permits will not be issued prior to WMP approval.
Step 1 - Complete and Submit a WMP
If your submitted WMP indicates that less than 75% of the C&D debris will be reused or recycled, you may need to provide additional information (in writing) explaining why the 75% requirement cannot be met. For example, written verification of hazardous materials contamination is required if stated as the reason for not meeting the City's waste reduction and recycling requirements.
Where to Submit Forms: Submit completed WMP at the Building Permit Counter, 910 Calle Negocio. Keep a copy for your records.
Who Should Fill Out the WMP: The Applicant (e.g., architect, contractor, owner, etc.) is ultimately responsible for submitting a completed WMP with their Building Permit application.
The WMP can be filled out by whoever is knowledgeable about the types and quantities of debris that will be generated from the project. If you need help, ask the contractor, subcontractor, or estimator for assistance.
Subcontractor Participation: If subcontractors are required to remove debris from the job site, they can play a key role in helping you meet the City's recycling requirements. Inform subcontractors of your waste reduction and recycling program and what is required of them early in 103
►
City of San Clemente Page 3
the project. The applicant must provide documentation for any materials subcontractors are hauling.
Documentation must include types, quantities, weights and destination of materials. It must also specify amount salvaged and/or recycled. We strongly recommend including specifications or other language for recycling and/or reuse in your contracts. Informing your sub-contractors of your requirements up front helps eliminate confusion later.
Review Process: The WMP Form will be reviewed to ensure that it is complete and accurate. City staff will review the WMP to determine if the applicant's estimates for quantities of materials generated and overall plan for reducing waste by 75% or greater are realistic.
If the WMP is not acceptable (e.g., the form is incomplete, the calculations are unrealistic, etc.) the applicant will be contacted and advised of needed changes. A HOLD WILL BE PLACED ON ISSUANCE OF THE PERMIT once the applicant has been notified by phone or fax of necessary revisions. The hold remains effective until the identified issue(s) has been addressed and the WMP is approved. The review process for a properly completed WMP is 3 to 5 business days.
Step 2 - Gather Data for Your RSR
After your Building Permit is issued and you are ready to begin work, you will need to begin recording information for your RSR. Unlike the WMP, which is an estimate, the RSR documents your actual tonnages. You are required to keep all weight tags, gate receipts, and/or invoices necessary to document actual quantities of materials generated, reused, recycled, and/or disposed of throughout the project, as well as facilities or service providers used.
It is your responsibility to obtain written receipts from subcontractors and other parties removing debris from your site. Notify subcontractors/hauler(s) of this requirement before work begins.
Important: The City may review weight tags or other related documents at any point in the project.
Step 3 - Complete and Submit Your RSR
A completed RSR must be submitted to the City within 60 days of completion. The RSR is similar to the WMP, except that it indicates actual quantities and destinations of materials rather than estimates. Quantities must be verifiable, based on weight tags or other sufficient documents. If less than 75% of the C&D debris from the project was diverted from landfill disposal, you must submit documentation with your RSR demonstrating that a "good faith" effort was made to achieve the 75% waste reduction goal. Documentation must specify, in detail, the reasons why you could not meet the City's requirement.
Due Date: RSR’s are due within 60 days of completion. They must be submitted to the Environmental Programs at 910 Calle Negocio, San Clemente, 92673. Be sure to keep a copy for your records.
Review Process: The RSR will be reviewed to determine if the applicant met or exceeded the goals for reuse and recycling stated in their WMP.
104
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City of San Clemente Page 4
Rules for Transporting C&D Debris
Q. Who can transport construction and demolition debris in the City of San Clemente? A. It is unlawful for any person other than the City's licensed franchised solid waste collector to collect or haul any solid waste or construction and demolition debris within the City except:
i) Solid waste otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by a resident of the premises upon which the solid waste was generated (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris); ii) Waste material otherwise within the scope of the Franchise which is transported to an appropriate disposal facility by an officer or full time, permanent employee of the commercial, construction or industrial enterprise that generated the waste (includes any contractor of such resident that owns their own dumpster and is on-site throughout the job and is the generator of the debris);
iii) The sale or donation of Recyclable Material or compostable material other than to contractor; provided, however, to the extent permitted by law, a reduction or discount in price for the collection, transportation or processing of such materials shall not be considered a sale or donation;
iv) Waste material or Recyclable Material otherwise within the scope of the Franchise which is collected or transported to a disposal or recycling facility by City employees in the course and scope of their employment with the City;
v) The collection, transportation or disposal of hazardous, bio-hazardous, untreated medical waste, or infectious waste which is transported to an appropriate disposal facility by any person or entity properly licensed and/or certified to collect, transport and dispose of such materials; vi) The collection, transportation, and disposal of clippings, cuttings, yard waste and related solid waste by a gardener, or landscaper, as part of the gardening or landscaping services they provide, provided that such waste is taken to a legal place of composting, diversion, or disposal.
105
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City of San Clemente Page 5
Waste Management Plan (WMP) Fee Schedule
Performance Security Deposit and Administrative Fees
C&D Recycling Performance Security Deposit.
The Applicant for any Covered Project shall submit with the Waste Management Plan a refundable C&D Performance Security Deposit. The amount of the C&D Performance Security Deposit shall be as follows:
A. For each application for a building permit for re-roofing with tear-off of the existing roof, a loft remodel and/or projects with dirt removal, the C&D Performance Security Deposit shall be $250.
B. For each application for a building permit for a Renovation consisting of alteration, remodel, or modification (except for additions, which are addressed in paragraph C below) of a residential or commercial structure, the C&D Performance Security Deposit shall be $500.00.
C. For each application for a building permit for a Renovation that consists of an addition to an existing residential or commercial structure, the C&D Performance Security Deposit shall be $750.00.
D. For each application for a building permit for new Construction of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.
E. For each application for a building permit for the Demolition of a residential or commercial structure, the C&D Performance Security Deposit shall be $1,000.
F. For each application for a City-sponsored Project, regardless of size, the C&D Performance Security Deposit shall be $1,000.00.
Note: Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your security deposit.
Administrative Fee.
Prior to the City's issuance of any permit for a Covered Project, the Applicant shall pay to the City a $60.00 non-refundable fee for processing the Applicant's Waste Management Plan. 106
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City of San Clemente/Environmental Programs
380 Ave. Pico, #N
San Clemente, CA 92672
Phone (949) 498-9436 / Fax (949) 361-8234
[email protected]
CR&R, Inc. (877) 728-0446
DO NOT LANDFILL CONSTRUCTION DEBRIS
Local Landfill Does Not Recycle Construction Debris
Waste Management Plan (WMP)
Complete and submit the following information with each application for a building permit.
Owner Name Owner Phone No.
Owner Address
Contractor Name Contractor Phone No.
Contractor Address
Project Address
Description of Project
Anticipated materials removed from project
Estimated volume or weight of each material type
Estimated volume or weight of material that can feasibly be recycled or reused Location where material will be recycled
(Please note the local Prima Deshecha landfill is NOT a recycling center, please do not list it as your recycling center) Please do not landfill construction debris
most materials are recyclable but if it’s not
a recyclable, name of landfilled used
I certify under penalty of law that I have personally examined and am familiar with the information submitted in this document and all attachments and that, based on my inquiry of those individuals immediately responsible for obtaining and or providing information, I believe that the information is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and or imprisonment.
SIGNED: DATE:
Contractor
Property Owner
Once the project is finaled, please complete the Recycling Summary and submit with your recycling trip tickets to Environmental Programs at 380 Ave. Pico, #N San Clemente, CA 92672 or fax to (949) 361-8234. Failure to submit your Recycling Summary Report within 60 days of project completion will result in forfeiting your deposit. 109
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Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
PRODUCT DATA SHEET
SikaTop®-123 Plus
Two-component, polymer-modified, cementitious, non-sag mortar plus Sika FerroGard® 901 penetrating corrosion inhibitor
PRODUCT DESCRIPTION
SikaTop®-123 Plus is a two-component, polymermodified, Portland cement-based, fast-setting, non-sag mortar. It is a high performance repair mortar for
vertical and overhead surfaces and offers the additional benefit of Sika FerroGard® 901, a penetrating corrosion inhibitor included in its formulation.
USES
On grade, above and below grade on concrete and
mortar.
ඵ
ඵ On vertical and overhead surfaces.
As a structural repair material for parking structures, industrial plants, walkways, bridges, tunnels, dams and ramps.
ඵ
ඵ Approved for repairs over cathodic protection systems
CHARACTERISTICS / ADVANTAGES
Extremely low shrinkage proven by four industry
standard test methods.
ඵ
ඵ High compressive and flexural strengths.
Increased freeze/thaw durability and resistance to
deicing salts.
ඵ
Increased density - improved carbon dioxide resistance
(carbonation) without adversely affecting water vapor
transmission (not a vapor barrier).
ඵ
Enhanced with Sika FerroGard® 901, a penetrating
corrosion inhibitor - reduces corrosion even in the
adjacent concrete.
ඵ
Compatible with coefficient of thermal expansion of
concrete - Passes ASTM C 884.
ඵ
APPROVALS / STANDARDS
ඵ USDA certifiable for incidental food contact
ANSI/NSF Standard 61 potable water approved
compliant.
ඵ
Tested per ICRI Guidline NO. 320.3R for inorganic
repair material data sheet protocol
ඵ
PRODUCT INFORMATION
Packaging Component A 1 gal (3.68 L) jug - 4/carton
Component B 44 lb. (20 kg) bag
Appearance / Color Gray powder
Shelf Life 12 months from date of production if stored properly in original, unopened and undamaged sealed packaging
Storage Conditions Store dry at 40–95 °F (4–35 °C).
1 / 6 120
BUILDING TRUST
Protect Component ‘B’ from moisture. If damp, discard material Protect Component ‘A’ from freezing. If frozen, discard.
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
2 / 6 121 BUILDING TRUST
TECHNICAL INFORMATION
Compressive Strength 1 day 3,000 psi (20.7 MPa)
7 days 4,000 psi (27.6 MPa)
28 days 6,000 psi (41.4 MPa)
(ASTM C-109)
73 °F (23 °C)
50 % R.H.
Modulus of Elasticity in Compression 2.94 x 106 psi (ASTM C-469) Flexural Strength 28 days 1,500 psi (10.3 MPa) (ASTM C-293) 73 °F (23 °C)
50 % R.H.
Splitting tensile strength 28 days 900 psi (6.2 MPa) (ASTM C-496) 73 °F (23 °C)
50 % R.H.
Tensile Adhesion Strength 28 days 2,000 psi (13.8 MPa) (ASTM C-882 modified)
* Mortar scrubbed into substrate at 73 °F (23 °C) and 50 % R.H.
Pull-Out Resistance 28 days 500 psi (3.4 MPa)
Substrate failure
(ASTM C-1583)
Shrinkage 28 days 1x1x11-1/4’’
specimen
0.05 %
28 days 3x3x11-1/4’’
specimen
0.038 %
(ASTM C-157,
mod. ICRI 320.3R)
Ring test > 70 days
Average Max Strain - 36 ʅstrain
Average Stress Strain 4.92 psi/day
Potential for Cracking Low
(ASTM C-1581)
Baenziger block 90 days No cracking
Freeze-Thaw Stability 300 cycles 98 % (ASTM C-666)
Rapid Chloride Permeability 28 days < 500 C (ASTM C-1202 AASHTO T-277)
APPLICATION INFORMATION
Fresh mortar density 132 lb/ft3 (2.2 kg/l) (ASTM C-138) Coverage 0.39 ft3 (0.01 m3) per bag
(Coverage figures do not include allowance for surface profile and porosity or material waste) Layer Thickness Min. Max.
1/8 " (3 mm) 1.5" (38 mm)
Product Temperature 65–75 °F (18–24 °C)
Ambient Air Temperature > 45 °F (7 °C)
Substrate Temperature > 45 °F (7 °C)
Set Time 15 - 40 min. (ASTM C-266)
Final set time < 60 min. (ASTM C-266)
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
3 / 6 122 BUILDING TRUST
Finishing time 20–60 minutes
Note: All times start after adding Component ‘B’ to Component ‘A’ and are highly affected by temperature, relative humidity, substrate temperature, wind, sun and other job site conditions.
BASIS OF PRODUCT DATA
Results may differ based upon statistical variations
depending upon mixing methods and equipment,
temperature, application methods, test methods, actual
site conditions and curing conditions.
ENVIRONMENTAL, HEALTH AND SAFETY
For further information and advice regarding
transportation, handling, storage and disposal of
chemical products, user should refer to the actual Safety Data Sheets containing physical, environmental,
toxicological and other safety related data. User must
read the current actual Safety Data Sheets before using any products. In case of an emergency, call CHEMTREC
at 1-800-424-9300, International 703-527-3887.
DIRECTIVE 2004/42/CE - LIMITATION OF EMISSIONS OF
VOC
0 g/l (EPA method 24)
LIMITATIONS
ඵ Do not use solvent-based curing compound.
Size, shape and depth of repair must be carefully
considered and consistent with practices
recommended by ACI or ICRI.
ඵ
For additional information on substrate preparation,
refer to ICRI Guideline No. 310.2R.
ඵ
If aggressive means of substrate preparation is
employed, substrate strength should be tested in
accordance with ACI 503 Appendix A prior to the repair
application.
ඵ
As with all cement based materials, avoid contact with
aluminum to prevent adverse chemical reaction and
possible product failure. Insulate potential areas of
contact by coating aluminum bars, rails, posts etc. with an appropriate epoxy such as Sikadur® 32, Hi-Mod.
ඵ
APPLICATION INSTRUCTIONS
SURFACE PREPARATION
Surface preparation
Surface must be clean and sound. Remove all
deteriorated concrete, dirt, oil, grease, and other
bond-inhibiting materials from the area to be repaired. ඵ
Be sure repair area is not less than 1/8" (3 mm) in
depth.
ඵ
Preparation work should be done by high pressure
water blast, scabbler or other appropriate mechanical
means to obtain an exposed aggregate surface profile
of ±1/16" (1.6 mm) (CSP-5).
ඵ
To ensure optimum repair results, the effectiveness of
decontamination and preparation should be assessed
by a pull-off test.
ඵ
Saw cutting of edges is preferred and a dovetail is
recommended.
ඵ
Substrate should be Saturated Surface Dry (SSD) with
clean water prior to application. No standing water
should remain during application.
ඵ
Priming
Reinforcing steel: Steel reinforcement should be
thoroughly prepared by mechanical cleaning to remove
all traces of rust. Where corrosion has occurred due to the presence of chlorides, the steel should be high
pressure washed with clean water after mechanical
cleaning. For priming of reinforcing steel use Sika®
Armatec® 110 EpoCem (consult PDS).
ඵ
Concrete Substrate:
ඵ Prime the prepared substrate with a brush or sprayed
ඵ
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
4 / 6 123 BUILDING TRUST
applied coat of Sika® Armatec® 110 EpoCem (consult
PDS).
Alternately, a scrub coat of SikaTop®-123 Plus can be
applied prior to placement of the mortar. The repair
mortar has to be applied into the wet scrub coat before it dries.
ඵ
MIXING
ඵ Pour Component ‘A’ into mixing container.
ඵ Add Component ‘B’ while mixing continuously.
Mix mechanically with a low-speed drill (400–600 rpm)
and mixing paddle or mortar mixer.
ඵ
ඵ Mix to a uniform consistency, maximum 3 minutes.
Manual mixing can be tolerated only for less than a full unit. Thorough mixing and proper proportioning of the
two components is necessary.
ඵ
APPLICATION
SikaTop®-123 Plus must be scrubbed into the
substrate, filling all pores and voids.
ඵ
Force material against edge of repair, working toward
center.
ඵ
ඵ After filling repair, consolidate, then screed.
ඵ Material may be applied in multiple lifts.
Multiple lifts
Where multiple lifts are required score top surface of
each lift to produce a roughened surface for next lift. ඵ
Allow preceding lift to reach initial set, 30 minutes
minimum, before applying fresh material.
ඵ
Substrate should be Saturated Surface Dry (SSD) with
clean water prior to application. No standing water
should remain during application.
ඵ
ඵ Scrub fresh mortar into preceding lift.
Allow mortar or concrete to set to desired stiffness,
then finish with wood or sponge float for a smooth
surface.
ඵ
CURING TREATMENT
As per ACI recommendations for Portland cement
concrete, curing is required.
ඵ
Moist cure with wet burlap and polyethylene, a fine
mist of water or a water based* compatible curing
compound (ASTM C-309).
ඵ
Curing compounds adversely affect the adhesion of
following lifts of mortar, leveling mortar or protective coatings.
ඵ
Moist curing should commence immediately after
finishing.
ඵ
Protect freshly applied mortar from direct sunlight,
wind, rain and frost.
ඵ
* Pretesting of curing compound is recommended.
OTHER RESTRICTIONS
See Legal Disclaimer.
LEGAL DISCLAIMER
• KEEP CONTAINER TIGHTLY CLOSED
• KEEP OUT OF REACH OF CHILDREN
• NOT FOR INTERNAL CONSUMPTION
• FOR INDUSTRIAL USE ONLY
• FOR PROFESSIONAL USE ONLY
Prior to each use of any product of Sika Corporation, its subsidiaries or affiliates (“SIKA”), the user must always Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
5 / 6 124 BUILDING TRUST
read and follow the warnings and instructions on the
product’s most current product label, Product Data
Sheet and Safety Data Sheet which are available at
usa.sika.com or by calling SIKA’s Technical Service
Department at 1-800-933-7452. Nothing contained in
any SIKA literature or materials relieves the user of the obligation to read and follow the warnings and
instructions for each SIKA product as set forth in the
current product label, Product Data Sheet and Safety
Data Sheet prior to use of the SIKA product.
SIKA warrants this product for one year from date of
installation to be free from manufacturing defects and
to meet the technical properties on the current Product Data Sheet if used as directed within the product’s shelf life. User determines suitability of product for intended use and assumes all risks. User’s and/or buyer’s sole
remedy shall be limited to the purchase price or
replacement of this product exclusive of any labor costs.
NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL
APPLY INCLUDING ANY WARRANTY OF
MERCHANTABILITY OR FITNESS FOR A PARTICULAR
PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL
THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.
SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS
PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT
OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD
BY OTHERS.
Sale of SIKA products are subject to the Terms and
Conditions of Sale which are available at
https://usa.sika.com/en/group/SikaCorp/termsandconditions.html or by calling 1-800-933-7452.
Sika Corporation
201 Polito Avenue
Lyndhurst, NJ 07071
Phone: +1-800-933-7452
Fax: +1-201-933-6225
usa.sika.com
Sika Mexicana S.A. de C.V.
Carretera Libre Celaya Km. 8.5
Fracc. Industrial Balvanera
Corregidora, Queretaro
C.P. 76920
Phone: 52 442 2385800
Fax: 52 442 2250537
SikaTop-123Plus-en-US-(11-2020)-1-3.pdf
Product Data Sheet
SikaTop®-123 Plus
November 2020, Version 01.03
020302040070000022
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1 G-001 TITLE SHEET
2 S- 001 STRUCTURAL NOTES
3 S-002 TYPICAL DETAILS & BMP's
4 S-003 CONSTRUCTION STAGING PLAN
5 S-101 BULKHEAD DEMOLITION PLAN
6 S-102 BULKHEAD & SLOPE PROTECTION PLAN
7 S-501 BULKHEAD DETAILS
AGENCY INDEX
AT&T (714) 618-9141
CONTACT : CARL JOHNSON SAN DIEGO GAS & ELECTRIC (949) 361-8080 CONTACT : STEVE CAMPBELL SO. CALIF. Gf-5 COMPANY (714) 634-3061 COX COMMUNICATIONS CONTACT ; LESLIE BRIESCH CllY OF SAN CLEMENTE
WATER & SEWER DEPTS.
CONTACT : LARRY BROTMAN
DIGALERT
(949) 5-46-2818
(949) 361-8253
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DESCRIPTION BY; I APP'VO;
CITY OF SAN CLEMENTE
MARINE SAFETY BUILDING
BULKHEAD REPAIRS
PROJECT No. 16530
PROJECT ADDRESS: PROJECT OWNER·
620 AVENIDA DEL MAR CITY OF SAN CLEMENTE SAN CLEMENTE, CA 92672 STRUCTURAL ENGINEER:
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CONTACT: AMIR K. ILKHANIPOUR, PE
9 10 CALLE NEGOCIO, SUITE 100
SAN CLEMENTE, CA 92672
ERIC S. NEWMAN, SE
TRANSYSTEMS CORPORATION
6 HUTTON CENTRE DRIVE, SUITE 1250
SANTA ANA, CA 92707
,ql.lF09.~,'il". (949) 36 1-6140
(7 14) 708-6890 May 2019
ACCEPTANCE OF PLANS /SPECIFICATIONS
THE CITY or SAH CLEMENTE HEREB'f ACCEPTS THESE PlNIS/SPCCIFICATIONS FOR CONSTRtlCTl()k, AS BEING IN GENERAL COMPU.-HCE WITH APPI.JCA8L[ STATUES, CODES, STANDARDS OR GUIDELINES. RESPONSIBIUTY FOR COMPLETDIESS ANO ACCURACY OF THE PlANS/SPEC1flCAT10MS ANO REl.AT[O DESIGNS, ANO CONFORMANCE TO APPl.lO,BLE STATUES, CODES, STANOAAOS OR GOIO£UNES, RESIDES WITH THE ENGINEER ANO ENGINEERING FIRM or RECORD. (SO,ED AND DAlt:D BY ~~"')
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STRUCTURAL NOTES
A. GENERAL C. DESIGN !;;RITERIA E. SPECIAL INSPECTION REQUIREMENTS G. STEEL SHEET PILES
1. NOTES ANO DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER 1. DESIGN CODES: 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2016 1. STEEL SHEET PILING SHALL BE HOT-ROLLED STEEL THESE GENERAL NOTES AND TYPICAL DETAILS. TYPICAL DETAILS SHALL BE USED a. 2016 CALIFORNIA BUILDING CODE (CBC) CBC FOR CONCRETE & SHEET PILE CONSTRUCTION. SECTIONS CONFORMING TO ASTM A572, GRADE 50 YIELD WHENEVER APPLICABLE. b. ASCE 7-10 2. REFER TO THE MATERIAL SPECIFIC TABLES FOR ACTIVITY STRENGTH. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANO SITE c. ACI 318- 14 INSPECTION AND FREQUENCY. 2. VIBRATE SHEET PILES TO BEDROCK DEPTH, THEN DRIVE CONDITIONS BEFORE STARTING WORK, AND SHALL RESOLVE CONFLICTS ON THE 2. DESIGN LIFE: TO 3' -OM MINIMUM EMBEOMENT INTO BEDROCK. PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. IN NO a. 10 YEAR DESIGN LIFE PRIOR TO BUILDING REPLACEMENT. 3. SUBMIT PILE DRIVING RECORDS TO ENGINEER WHICH CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON 3. BULKHEAD DESIGN PARAMETERS: F. STRUCTURAL OBSERVATIONS INCLUDE PILE DIMENSIONS, TOP AND BOTTOM THE STRUCTURAL DRAWINGS. a. COASTAL ENGINEERING ANALYSIS FOR MARINE SAFETY INSTALLATION ELEVATIONS, TYPE AND SIZE OF HAMMER 3. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BUILDING BY COASTAL FRONTIERS CORPORATION DATED 1. STRUCTURAL OBSERVATION SHALL BE PROVIDED FOR BULKHEAD AND NUMBER OF BLOWS PER FOOT OF PENETRATION. BE THE SAME AS FOR OTHER SIMILAR WORK. JANUARY 200 4, INCLUDING 30 YEAR SEA LEVEL RISE CONSTRUCTION. CONTACT ENGINEER A MINIMUM OF 48 HOURS IN 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE (2034). ADVANCE OF PERFORMANCE OF WORK TO BE OBSERVED. AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION.
5. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN FOOTINGS, NOR b. DESIGN WALL HEIGHT = + 12.75' MLLW a. OBSERVE INSTALLED TOPS OF STEEL SHEET PILES & SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE c. SHEET PILE EMBEDMENT = 3' INTO BEDROCK REINFORCING FOR CONCRETE CAP & WEEP DRAIN PIPES CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY d. DESIGN WATER LEVEL = +6.7' MLLW PRIOR TO PLACING CONCRETE. WAVE LOADING ON BULKHEAD ADDITIONAL PIPES, DUCTS, ETC. e. SIGNIFICANT WAVE HEIGHT = +13.7' MLLW
6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF f. POST STORM BEACH LEVEL - +4.0' MLLW ABBREVIATIONS THE 2016 CALIFORNIA BUILDING CODE (CBC). g. WAVE LOADING: SEE DIAGRAM 0 AT M. BOLT MACHINE BOLT 7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ALL A. BOLT ANCHOR BOLT MECH., MECH'L MECHANICAL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, ANO APPROX. APPROXIMATE MFR MANUFACTURER EL. + 12.75' _ JOB SITE SAFETY. D. TIDAL INFORMATION ARCH'L ARCHITECT/ARCHITECTURAL MIN. MINIMUM MLLW 8. EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS RELATING AWG AMERICAN WIRE GAUGE MIO. MIDDLE TO HIS WORK BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE NOAA STATION: 9410580, NEWPORT BEACH, CA AVG. AVERAGE ML I.IUOUNE REPORTED TO THE CONTRACTOR IMMEDIATELY. FAILURE TO REPORT SUCH BLDG BUILDING MTL METAL EPOCH: 1983-2001 DATUM: MLLW BU<, BLK'G BLOCK, BLOCKING (N) NEW ii DISCREPANCIES INDICATES TH E SUBCONTRACTOR'S ACCEPTANCE OF SUCH BM BEAM N.I.C. NOT IN CONTRACT ,..; CONDITIONS. HAT: HIGHEST ASTRONOMICAL TIDE = 7.18' BOT. BOTTOM NO. NUMBER " 410 PSF
MHHW: MEAN HIGHER- HIGH WATER = 5.41' BRG. BEARING NOl.4. NOMINAL MHW: MEAN HIGH WATER = 4.68' C/C CENTER TO CENTER N.T.S. NOT TO SCALE - B. REINFORCED CONCRETE MSL: MEAN SEA LEVEL = 2.78' C.I.P. CAST-IN- PLACE o.c. ON CENTER C.J. CONSTRUCTION JOINT 0.0. OUTSIDE DIAMETER MLW: MEAN LOW WATER = 0.92' '1. CENTERLINE OPN'G OPENING 2800 PLF 1. CONCRETE WORK SHALL CONFORt.t TO ALL REQUIREMENTS OF ACI 301, NAVO 88 = 0.18' CL, CLR CLEAR OPP. OPPOSITE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGSN, EXCEPT AS MLLW: MEAN LOWER-LOW WATER = 0 CMU CONCRETE W.SONR'Y UNIT OPT. OPTIONAL RESULTANT MODIFIED BY THESE NOTES. LAT: LOWEST ASTRONOMICAL TIDE = - 1.92' CONC. CONCRETE PLATE CONN. CONNECTION PCC PORTI..ANO CEMENT CONCRETE ;._ 2. CEMENT SHALL CONFORM TO ASTM C150, TYPE V. CONST. CONSTRUCTION PCF POUNDS PER CUBIC FOOT ,ri 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. CONT. CONTINUOUS PLY., PLYWO PLYWOOD
4. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH TABLE 1705.3 REQUIREO VERIFICATION ANO INSPECTION Of CONCRETE CONSTRUCTION C.Y. CUBIC YARD PLF POUNDS PER LINEAR FOOT ASTM C94. REFERENCED IBC DEMO OEl.40LISH & REMOVE PMPCl.4 POLYMER MODIFIED PORTLAND 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS VERIFICATION ANO INSPECTION TASK CONTINUOUS PERIOOIC DIA..• DIAMETER CEMENT MORTAR FOLLOWS:
STANDARD REFERENC DIAG. DIAGONAL PSF POUNDS PER SQUARE FOOT
1. INSPECTION OF REINFORCING ACI 318: 3.5, DIM. 0I1.lENSION PSI POUNDS PER SQUARE INCH BULKHEAD CAP: 5,000 PSI STEEL ANO PLACEMENT. --- X 7.1 -7.7 1910.4 (E) EXISTING PT POST TENSIONING EL. +4.0' WALLS: - 404 PSF 5,000 PSI 2. INSPECTION OF BOLTS TO BE EA. EACH P.T. PRESSURE TREATED MLLW ARMOR MAT FILL: 3,000 PSI ACI 318: EA EACH FACE PVC POLY VINYL CHLORIDE PUMPABLE GROUT: 3,000 PSI INSTALLED IN CONCRETE PRIOR TO --- X 8.1 .3, 1908.5, El. EUV. ELEVATION ••• REMOVE & REPLACE PMPCM: 7,000 PSI ANO DURING PLACEMENT Of 21.2.8 1909.1 El.EC. ELECTRICAL REINF. REINFORCEMENT
6. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES CONCRETE. EMBED. EMBEOMENT REQ'O REQUIRED
3. INSPECTION OF ANCHORS ACI 318: EO. EOUAL SCHED. SCHEDULE SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES POST-INSTALLEO IN HARDENED --- X 3.8.6, 8.1.3, 1909.1 EQUIP. EQUIPl.4ENT SHT SHEET THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE CONCRETE. 21.2.8 cs. EACH SIDE S.O.G. SLAB-ON-GRADE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE E.W. EACH WAY SPEC. SPECIAL USED). 4. VERIFYING USE OF REQUIREO ACI 318: 1904.2 EXIST. EXISTING S.S. STAINLESS STEEL --- X Ch.4, 1910.2, EXP. EXPANSION STA. STATION 7. WATER/CEMENT RATIO SHALL NOT EXCEED 0.40 FOR 5,000 PSI & 0.50 FOR 3,000 DESIGN MIX. 5.2-5.4 1910.3 FTG FOOTING ST1) STANDARD PSI CONCRETE. G'- GAGE/GAUGE sn. STEEL
8. MAXIMUM SLUMP SHALL BE 4" BEFORE THE ADDITION OF ADMIXTURES. 5. AT THE TIME FRESH CONCRETE IS ASTM C 172 G.B., GR. 81.4 GRADE BEAM STRUCT. STRUCTURAL 9. ENGINEER SHALL REVIEW ANO APPROVE MIX DESIGNS BEFORE INSTALLATION. SAMPLED TO FABRICATE SPECIMENS GALV. GALVANIZED so. SQUARE
10. BAR REINFORCEMENT SHALL BE ASTM A6 15, GRADE 60. ALL REBAR SHALL BE FOR STRENGTH TESTS, PERFORM X --- ASTl.4 C 31 1910.1 0 G.S.M. GALVANIZED SHEET l.4ETAL TEMP. TEMPERATURE, TEl.4PORAR'Y SLUMP AND OETERl.4INE THE ACI 318: H, HORIZ. HORIZONTAL lHK THICK EPOXY COATED CONFORMING TO ASTM A775. TEl.4PERATURE OF THE CONCRETE. 5.6, 5.8 HOPE HIGH DENSITY POL YETHEL YNE T.O.S. TOP OF SLAB 11 . LAP SPLICES SHALL BE PER LAP SPLICE TABLE BELOW. HOR HEADER TS TUBE STEEL
12. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH 1910.6, H.O.G. HOT DIPPEO GALVANIZED ""· T'<PICAL THE CONCRETE REINFORCING STEEL INSTITUTE NMANUAL OF STANDARD PRACTICEN, 6. INSPECTION OF CONCRETE ANO ACI 318: 5.9, HT HEIGHT U.N.O. UNLESS NOTED OTHERWISE LATEST EDITION . SHOTCRETE PLACEl.4ENT FOR X --- 5.10 1910.7, 1.0. INSIDE DIAMETER V, VERT. VERTICAL PROPER APPLICATION TECHNIQUES. 1910.8 INSP. INSPECTION V.I.F. VERIFY IN FlELD 13. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER KSI KIPS PER SQUARE INCH w WIDTH FOR CAST-IN-PLACE CONCRETE (U.N.O.): 7. INSPECTION FOR t.lAINTENANCE OF --- ACI 318: 1910.9 LOC'S LOCATIONS W/ WITH A) CONCRETE DEPOSITED AGAINST EARTH OR EXPOSED TO SEA WATER: 3" X MAX. MAXll.4UM WWF WELDED WIRE FABRIC SPECIFIED CURING TEMPERATURE 5.11 - 5.13 W.P. WORKING POINT 14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL ANO TECHNIQUES. W.P.J. WEAl<ENEO PLANE JOINT
SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT. 8. INSPECT FORMWORK FOR SHAPE,
--- X ACI 318: 15. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE LOCATION ANO DIMENSIONS OF THE --- FORMED WITH A 3/ 4" CHAMFER, SLAB EDGES WITH CMU WALLS OR ADJACENT CONCRETE MEMBER BEING FORMED. 6.1.1 WALKS DO NOT REQUIRE CHAMFER.
TABLE 1705.7 REQUIRED VERIFICATION ANO INSPECTION Of DRIVEN DEEP FOUNDATION ELEMENTS
VERIFICATION AND INSPECTION TASK CONTINUOUS PERIOOIC
REINFORCING BAR LAP SPLICE I . VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE X --- UNCOATED EPOXY-COATED REQUIREMENTS. BAR 2. OETERl.4INE CAPACmES OF TEST SIZE TOP OTHER TOP OTHER El.El.4ENTS ANO CONDUCT ADDITIONAL X --- BARS BARS LOAD TESTS, AS REQUIRED. #3 22· 17" 28" 25" RECORD 3. OBSERVE ORIWNG OPERATIONS ANO X --- #4 29" 22· 38" 33• t.lAINTAIN COMPLETE ANO ACCURATE RECORDS FOR EACH ELEMENT. DRAWINGS #5 36" 28" 47• 42" 2-24-2021 #6 43• 33• 57" so· Cl) __ " _____ 6~U~~ii, ~~~~r51zE X ---#7 63" 49• 82" 73• BLOWS PER FOOT Of PENETRATION, #8 72• 56" 94• 83" DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP #9 81" 63" 106" 94• ANO BUTT ELEVATIONS ANO DOCUMENT Al('( DAMAGE TO FOUNDATION ELEMENT •
GRADE 60 BARS, 5000 PSI CONC. .
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COASTAL DEVELOPMENT PERMIT BMP'S
S1on1ge of Constr 11c1ion ~bttrials, M«hanQW Eq11 ipm,n1 Rtmoo l of Consiruc1ion l>t bris. TIie penniucc shall ,;omply with 1hc follo....ina corutruc1ion-rda11:d rcquimncnu:
(a) Nodm>olitionorronwuctionmaterials,dcbris.or"-astcshallbcplacedor Slorcd whcff ii may tnler K1Ui1i,-e 11:tbiw, rc«i~in& WllCTS or a storm drain. or be subj«! 1owast,"ind,rain.ortidalrro,ionanddispersion.
(bl No demolition Of construction equipment. matenals, or acti,ity shall be placed in or o«urinanyloca1ion1hatwould~sultinimpaeu 1oc,wiroruncn1allyscnsiti,-ehabita1 arcas.st~ams.\\-ellandsorthcirbuffers.
(c) AnyandatldcbrisrtSUltina(romdemoli1ionorronstructionacti,·i1icsshallbe rcmo,·td from 1h,: proj«1 site .,.;1hin 24 hours ofrompletion of the project. (d) Demolition Of oonslruction debris and Kdimrnt shall be remo,-ed from work a~as tao:hlby1ha1dcmoli1ion0fronstroctionoe<:urs1Dpr"e'"enlthe11Ca1ml!la1ionof Kdimrn1 and other debris that may be discharged into coastal "lltCTS. (c) Alltrashanddcbrisshallbcdispos,cdinthcproper1rashandrecydin&ucep1aclcsa1 thcendofcvnyronstructionday.
(f) ThcapplicantWllpro,·idc,dcquatcdispo$&1facilitksfOfSOlid"-as1c,includin1i cxcnsroncrdt,produ«dduringdcmolitionOfconstruc1ion.
(a;) If
the disposal silt is located in lhc coastal zone. a dc,dopmcnt permit Of an amcndmcr>t 10 lhis permit shall be required bcfOK disposal can pla« unlcu the Executive Diuctor dctmnintS 1h11 no ammdmtnl or new permit is legally required. (h) All !lock piles Md construction materials shall bcco-~. cncloted on sides. stuill bcloc1ttdasfara .. 11yaspo,sibkfromdraininlcuandany .. 111Cf\lo11y.and shallno1 bcsiortdinconiac1,.i1h1hc.oil. (i) Machinery and equipment shall be maintained and washed in confined =as specif""allydi:sip,cd1oco,11rolrunoff.Thinne-norsol,·enushallnotbtdischafgcd intosanitaryorstonnsc,.-crsystcms.
0) The disct.ugc of any haurdous matl"rials in10 any rc«iving wa1ers shall be prohibited.
(k) Spill pn,,·tntion and cor11rol mcll$<=S shall be implemented 10 Cll$U~ 1hc proper handlingandJ1orageofpc-1rolcwnprodocuandOO!Crronstructionma1crials. ~lcasi=s shall include I dtsilflilltd foclinii and ,·ehiclc maintenance area wi th appn.>pria1cbcnns andpro1i:ctiontopn,,'tlltanyspillagcof psolincorrclatcd pctrolcumproductsorcontact,.i1hn.inoff. Thearc:1shallbcloca1td as fara\\11yfrom lhcrc«i\"in&WlllCTSandStomidraininlfflaspossiblc.
(I) Bcsi Management Practica (BMPs) and Good llou,,ekttping Prxticcs (GIii's) dcsip,cdlopr"e'·entspillageandl"OfrunoffofdcnolitionOfronslruclion-rclaled ma1crials. and 10 cont.a.in sediment Of contaminants assoc~ .. ~lh demolition or construction acti\·ity. shall be implemented prio1 to the on-,ct ofsuc:h acti\'ily (m) Alt B~IPs shall be mainuiincd in a func1i01U1! coIWlition throughoot lhc durntion of cons1ruciionac1i,1ty.
RECORD
DRAWINGS
2-24-2021
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-~~----------~~~----------~-------~-------~~--~----TY-P-IC-AL-D-ET_A_ILS_&_B_M_P's----~oe,-~,-, -,~---< Z DESCRIPTION I BY: I APP'VD: .I.di&!§> 6 HUTTON CENTRE DRIVE SUITE12'0 SANTAANA. CA.92707 (71~)70M890 CHECKED BY: COD MARINE SAFETY BUILDING BULKHEAD REPAIRS S-002 fl'.'. Project No. 16530 I SHEET <( I R E V I S I O N S I I R E F E R E N C E S I ,---,;,~~VAf.S I I CITY
O F S A N CLE ME
N T E I CF 7 I
)25,1)250$7,2121/<
130
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EXIST. 4x4 WOOD RAILING
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(TYP.)
EXIST. 6x6
WOOD WALL
(lYP.)
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MARINE SAFE1Y BUILDING
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EXISTING MARINE
SAFETY STAFF
PARKING
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EXISTING FISHERMAN'S RESTAURANT STAFF PARKING
17'-3"
V.I.F.
PEDESTRIAN TRAIL
(TO REMAIN OPEN
AT ALL TIMES)
60'-off
V.I.F.
c::=:::J c::=:::J
EXISTING MARINE SAFETY
STAFF OVERFLOW PARKING
(SUMMER USE ONLY)
, / J i CONSTRUCTION ACCESS
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...- ...- ...- ...- " FENCED CONSTRUCTION STAGING AREA :
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EDGE OF ASPHALT PAVING
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ACCESS~ :f\__ VI ~~p~g~STl"ARTUE LIMITS CTION
(ACCESS NO VERTI0~ ~RUCTIONS \
1= . TEMPORARY JOB TRAILERS, ALL EQUIPMENT
INCLUDING HEAVY MACHINES, AND MATERIALS
SHALL BE RETURNED TO THE STAGING AREA
AFTER DAILY USE.
2. AT NO TIME SHALL ANY EQUIPMENT OR
MATERIAL BE STORED OVERNIGHT OUTSIDE
THE CONSTRUCTION STAGING AREA.
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(TEMPORAR:~~6~ --
ALONG SHEET PILE AS
REO'D TO PROTECT PUBLIC)
DESCRIPTION BY: I APP'W:
-------
-
--
--------------
PACIFIC OCEAN
CONSTRUCTION STAGING PLAN
SCALE, ;ri" • 1'-0"
3. PUBLIC PARKING AREAS SHALL NOT BE USED
FOR STAGING OR STORAGE OF EQUIPMENT.
,. 10·
3/'6"• •·-•·~
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN 1 DATE: CONSTRUCTION STAGING PLAN DRAWING NO: Z iiiiU§ 6HUTTONCENTREDRlVE SUITE1250 SANTAANA.CA92707 (714)70&-8890 CHECKED BY: CDD :;::;:: -~ MARINE SAFETY BUILDING BULKHEAD REPAIRS S-003 0:: Project No. 16530 SHEET 4 <( R E V I s I O N s I I R E F E R E N C E s I (SEE;;~~,::?) ''"''" C ITY O F SAN C LEM ENTE OF 7 )25,1)250$7,2121/<
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(WHERE OCCUR)
CUT-OFF TO EL 0.00'
MIN. OR REMOVE
DESCRIPTION
REVISIONS
so·-o"
v.[f.""
(E) CONC. PAVING
BY: IAPP'W:
(E) SAND BACKFILL
ELEV. VARIES
(E) STEEL SHEET
PILE BULKHEAD
CUT -OFF TO El 0.00'
MIN. OR REMOVE
(LIMITS UNKNOWN)
\_ EXISTING BEACH
(ELEVATION VARIES)
-~
6 HUTTON CENTRE DRIVE
SUITE1250
SANTAl>HA.Co\92707
(71,4)706-6890
ACCESS ROAD
t
132'-6"
V.I.F.
27'-9"
v.[f.""
(E) CONC. PAVING _____-A
MARINE SAFETY BUILDING I
(E) FOUNDATION
CUT-OFF WALL
{lYP.)
PACIFIC OCEAN
BULKHEAD DEMOLITION PLAN
SCALEc ,t• - 1•-0•
61 '-6" t V.LF.
ENGINEERING SCALE: AS SHOWN
CHECKED BY: COD
R E F E R E N C E S
DESIGNED BY: ESN
(SEE SHEET 1 Of 7)
APPROVALS
33'-9"
v.[f.""
r (E) SHALLOW FOUNDATION HALF OF STRUCTURE
r (E) PILE SUPPORTED I HALF OF STRUCTURE
t 1 .
(E) CONC. WALK
(E) WOOD DECK
r(E) CONC. DECK
(E) WOOD CATWALK
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RECORD
DRAWINGS
2-24-2021
,. 10' 20'
3/'6"••·-•·~
5/15/19 5/15/19
BULKHEAD DEMOLITION PLAN I .,.,,,. ND,
MARINE SAFETY BUILDING BULKHEAD REPAIRS S-101
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CITY OF SAN CLEMENTE
)25,1)250$7,2121/<
132
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EL + 12.0'
T.O. MAT
1 EL. +14.0'
T.O. MAT
11..; ~;:
50•-ov.CT:-
rSHALLOW FOUNDATION
/ HALF OF STRUCTURE
(E) FOUNDATION
WALL (lYP.)
132'-6-
V.I.F.
t 27'-9_ v.CT:-
MARINE SAFETY BUILDING
61'-6_ t V.LF.
33•-9-
v.CT:-
:,,I"' ,~ :> ~1 / // SUPPORTED / { / / OF STRUCTURE ,
PATCH 1 r111 HOLE
IN FOUNDATION
WALL W/ PMPCM
= 1. NEW STEEL SHEET PILES TO FOLLOW ALIGNMENT OF EXISTING STEEL SHEET PILE WALL
2. NOT ALL EXISTING STEEL SHEET PILES ARE SHOWN FOR CLARllY. SEE SHEET S-101.
3. CONTRACTOR TO FIELD VERIFY ALIGNMENT, DIMENSIONS ANO LIMITS OF EXISTING STEEL SHEET PILE WALL.
4. THE EXISTING BEACH SANO ELEVATION TYPICALLY BURIES THE ENO WING WALLS OF THE BULKHEAD. THE CONTRACTOR SHALL INCLUDE EXCAVATION ANO TEMPORARY SHORING IN HIS BID AND CONSIDER TIDE AND WAVE RUNUP IN PROTECTING THE WORK AREAS DURING CONSTRUCTION.
5. ENSURE LAYOUT OF NEW SHEET PILE AND BULKHEAD CAP ALLOWS s• MIN. CLEARANCE BETWEEN BULKHEAD CAP ANO DECK PILING.
PACIFIC OCEAN
~
HATCHED AREA - REMOVE (E) SAND & (E) FlLTER FABRIC. ADO ANO GRADE SANO AS NEEDED. INSTALL {N) ARMOR MAT SLOPE ~
0..
1 PER PROTECTION {ESTIMATE 4,200 S.F. FOR BIO)
/ //s-}~501
BULKHEAD & SLOPE PROTECTION PLAN
SCALE, n• - 1•-0•
ENGINEERING SCALE: AS SHOWN
5/15/19
CHECKED BY: CDD 5/15/19
t
(N) a• CONC. WALL
PER~
S-1~501
EL +15.0'
T.O. WALL
EL 14.0'
T.O. MAT
1 .
EL + 12.75'
T.O. WALL
EL. +13.5'
T.O. WALL
----@
(N) CONC.
BULKHEAD CAP
--®
EL +12.75'
T.O. WALL
(E) STEEL SHEET
PILE WALL
(LIMITS UNKNOWN)
-----0)
(N) PZ27 STEEL SHEET
PILE WALL
SEEL:D
S-1~501
SEE NOTE 5
I~
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«~ ~i
RECORD
DRAWINGS
2-24-2021
,. 10· 20'
3/W••·-o·~
BULKHEAD & SLOPE PROTECTION PLAN
MARINE SAFETY BUILDING BULKHEAD REPAIRS
DRAWING NO:
S-102
OESCRIPTIOH BY: IAPP'W:
6HUTTONCENTRE DRIVE SUITE1250 SANTAANA.CA92707 (714)708-8890 (SEE SHEET 1 Of 7)
APPROVALS
I Project No. 16530 I SHEET 6
REVISIONS R E F E R E N C E S CITY OF SAN CLEMENTE
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133
2•-4•
FIELD CUT HOLES
IN SHEET PILE
FOR DRAIN PIPES
TO m MAT
(N) CONC. BULKHEAD CAP
ABANDON
FORMWORK
IN PLACE
(E) SANO TO
REMAIN
CUT OFF &
REMOVE TOP OF
(E) SHEETPILE
(E) STEEL SHEET
PILE WALL
(WHERE OCCURS)
(E) STEEL SHEET
PILE WALL
(N) STEEL SHEET
PILE WALL
(E) BEDROCK
"'«~~~~' '0;,)$;,y)?.Y'
REV. I 04TE:
1. = All ELEVATIONS IN MLLW.
2. All REBAR TO BE EPOXY COATED.
3. BULKHEAD CAP CONCRETE SHALL BE PIGMENTED TO
MATCH ADJACENT BEACH SANO. SAMPLE MOCKUP
REQUIRED.
SHEET PILE WALL SECTION
SCALE: 1" "' 1'-0"
DESCRIPTION
& BOT.
EL +3.0'
MIN.
::ills i:i::f:2
EL. VARIES
ASSUME -12'
FOR BIDDING
0 I
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REMOVE & DISPOSE (E)
RUBBER COVERING ON TOP
OF (E) SHEET PILE (TYP.)
CUT OFF & REMOVE
TOP OF (E) SHEET PILE
SECURE ARMOR MAT FABRIC TO
FOUNDATION WALL WITH MIN. 9
GA S.S. FASTENERS O 24" O.C.
FILL (E) HOLE UNDER
FOUNDATION W/
PUMPABLE GROLJT
S EL +12.75'
¼" FOAM JOINT
AT EACH END OF
CUT OFF WALL
BULKHEAD CAP
PER~
s-~so1
S EL. VARIES
9-¼ +3.0'
MIN.
EXIST. SHEET PILE DEMO (2 .
SCALE: 1" "' 1'-0" s-1Q2ls.-501
a·
WIDTH HEIGHT T~NGE\s TH1tJ~ESS AREA JJg~~:s
IN. IN. IN. IN. IN. 2/ FT IN.3/FT IN.4/FT
1a.o I 12.0 0.375 0.375 7.94 I 30.2 184.2
SHEET PILE SECTION PROPERTIES ( 4
SCALE: "' 1'-0"
AFTER FABRIC PLACEMENT,
INJECT CONCRETE GROLJT
TO FILL FORM 31,.
;' -r
S-fQ2ISf501
4" UMNN FABRIFORM
UNIMAT DOUBLE-LAYER
NYLON FABRIC FORM
3 [·' +~~17.7'± V.I.F.
"'" ~f:2
:> v
.f-"-;I' 4t
= 1. NYLON FABRIC FORM SHALL BE UNIMAT REVETMENT MANUFACTURED BY FABRIFORM OR ENGINEER APPROVED EQUAL.
2. FABRIC SHALL HAVE NYLON SPACER CORDS TO PROVIDE POINTS OF ATTACHMENT.
NQIE;_ EXCAVATE SAND AS REC'D TO
EXPOSE VOIDS UNDER FOUNDATION
FOUNDATION REPAIR DETAIL 3
SCALE: ""' 1'-0" S-1 2 S-501
EMBED ARMOR
MAT 3" IN CAP
(N) STEEL SHEET PILE WALL
SLOPE PROTECTION
(N) OR (E) SANO Flll
SECURE ARMOR MAT FABRIC
TO WALL WITH MIN. 9 GA
S.S. FASTENERS O 24" O.C.
=
3. FABRIC SHALL BE COLORED TO MATCH ADJACENT BEACH SAND.
4. JOIN TOGETHER ADJACENT SHEETS IN THE FIELD BY MEANS OF SEWING OR ZIPPER CLOSURES.
5. THE FINE AGGREGATE CONCRETE GROUT SHALL CONSIST OF A MIXTURE OF
PORTLAND CEMENT, FINE AGGREGATE AND WATER PROPORTIONED AND MIXED TO PROVIDE A READILY FLOWABLE GROUT WITH A 28 OAY COMPRESSIVE STRENGTH OF 3,000 PSI.
ARMOR MAT SLOPE PROTECTION
SCALE: 3" "' 1'-0"
a· 1•--=-,r
#5 0 12" o.c. #5 DOWEL
0 12" o.c. CTR'D
(3) 65 CONT.
#5 0 12" o.c.
S EL. +10.5'
SECTION (5_
S-fQ2ISf501
RECORD
DRAWINGS
2-24-2021
1. WALL CONCRETE SHALL BE PIGMENTED TO MATCH
ADJACENT BEACH SAND. SAMPLE MOCKUP REQUIRED.
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NEW CONC. CUT OFF WALL
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SUITE1250
8ANTA.A.NA.CA92707 (71•)708--6890
SCALE: 1" "' 1'-0" SCALE: 1~" = 1'-0"
w
ENGINEERING SCALE: AS SHOWN I 0.f,l'E; BULKHEAD DETAILS OR4WING NO: z OR4V.,, BY: MIJ DESIGNED BY: ESN
5/15/19 0 L,L.
' 1" 1" ·• MARINE SAFETY BUILDING BULKHEAD REPAIRS S-501 ,v SEE SHEET 1 Of 7 ------- ~l Project No. 16530 SHEET 7 <( R E V I S I O N S I I R E F E R E N C E S I c ""'ROVACS l "°' CITY OF SAN CLEMENTE °' 7 )25,1)250$7,2121/<
134
@
North
I./IGUNIIBUCH
•
"
1 G-011
2 G-012
3 A-011
4 A-012
5 ADl 11
6 ADl 12
7 A- 111
8 A- 112 9 A-211
10 A-311
11 A-511
12 A-611
13 S-011
14 S-012
15 S-013 16 S0112
17 S-1 11
18 S-1 12
19 S-1 13
20 S-411
21 S-412
22 S- 511
23 S-512 24 S-513 25 S-514
',.
0 0.
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VICINITY MAP
SHEET INDEX
TITLE SHEET
EXISTING PHOTOS
ARCHITECTURAL NOTES
BUILDING SECURITY PROVISIONS DEMOLITION SITE PLAN
DEMOLITION FLOOR PLAN
SITE PLAN
FLOOR PLAN
WALL ELEVATIONS
BUILDING ENVELOPE SECTIONS
ARCHITECTURAL DETAILS
DOOR & SIGNAGE SCHEDULE
STRUCTURAL NOTES SPECIAL INSPECTION & BMP' s
TYPICAL WOOD DETAILS
DEMOLITION FLOOR PLAN
FOUNDATION PLAN FLOOR PLAN ROOF FRAMING PLAN
CATWALK FRAMING PLAN
DECK FRAMING PLAN
PILE DETAILS FOUNDATION DETAILS FLOOR FRAt.tlNG DETAILS ROOF FRAMING DETAILS DIGALERT UNDE!G=RNS~~N.:,U:RT
Call Toll Free
1-800-227-2600
2 Wortdng Days Before You Dig
w
REV, I DATE:
ATTEHTIONISOiRECTIDTOTHEPQSSIBUEXISltNCCQr
utl~J<OFIOl..ll1ESJIOTl(NOWtl0RIH Al.OCATIOf,I
Oif'FEIIOOf'ROUmo.TWHCHISSHOWNONTI-lE~SOR
IN Tl£ SPECw.. PROYISIOHS. THE CONTRN:lOR SIWJ. TN<E
SIU'STO ASCERT ..... THE EXAC'T LOCATION Of' 111..l
uti~MD f.oQJllES PlllOR TO DOING WOii~ TWIT MAY
00,ll,,ICESIJCHfllCILITIESOR~wmiTttO~SEIMCE.
BEl'CH:EXCAVAmtG,THECOHiRACJORSIW.1.-.ullFYTIIE
LOCA.llOMOfU~Ovrvrc:sfJrCOKTl,(:IIHG
IMDERGROIJNDSEIMCEAI..ERTATl(II00)227-2IIOO.
OESCRIPTlc»I BY: I APP'VO:
CITY OF SAN CLEMENTE
MARINE SAFETY BUILDING
STRUCTURAL REPAIRS &
ACCESSIBILITY IMPROVEMENTS
PROJECT No. 16530
PROJECT ADDRESS:
620 AVEN IDA DEL MAR SAN CLEMENTE, CA 92672
ARCH ITECT & ENGINEER:
PROJECT OWNER:
CllY OF SAN CLEMENTE
CONTACT: AM IR ILKHANIPOUR, PE
9 10 CALLE NEGOCIO, SUITE 100
SAN CLEMENTE, CA 92672
(949) 361 - 6140
@
North
TRANSYSTEMS CORPORATION
CONTACT: ERIC S. NEWMAN, SE
6 HUTTON CENTRE DRIVE, SUITE 1250 SANTA ANA, CA 92707 C',q1.,;~~,"l" LOCATION MAP (7 14) 708- 6890 May 2019
MARINE SAFETY BUILDING
PACIFIC OCEAN SITE PLAN
SCALE, ,iii• 1'- 0"
[@
0 - ACCESS ROAD -
BULKHEAD
ACC EPTANC E OF PLANS/SPECIFICATIONS
THE CITY Of" Si\N CLOIENT'E HEREBY ACCEPTS THESE PI.ANS/SPEClFlCATIONS FOR CONSTRUCTION. AS BONG IN GENERAL COMPLIANCE WITH APPUCABLE STATUES, CODES. STANOAADS OR GUIOEUNES. RfSPONSIBIUTY FOR COMPLETENESS AND ACCURACY OF THE PlANS/Sf>EClflCATIONS ANO REI..AT'EO OESIGNS, ANO CONFORMANCE TO APPUCA8L£ STATUES, COO£S, STANDARDS OR CUIOEUNES.
RESIDES WITH THE ENGINEER ANO ENGINEERING nRw Of RECORD. 5/ls/f<r
..._______BEACH
AGENCY INDEX
(714) 618- 9141
SAN DIEGO GAS & ELECTRIC (949) 361 - 8080
CONTACT : STEVE CAMPBELL
SO. CALIF. GAS COMPANY (714) 634-3061
COX COMMUNICATIONS
CONTACT: LESLIE BRIESCH
CITY Of SAN CLEMENTE
WATER & SEWER OEPTS.
CONTACT : LARRY BROTMAN
(949) 546-2818
(949) 361-8253
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHO\ff,11 I DATE: TITLE SHEET DRAWING NO: z ~~A1:!._CA92707 CHECl<ED BY: CDD I 5/15/19 0 ,.... • <( .,,noo~ o= OR•WN BY, MIJ I DESIGNED BY, ESN I S/IS/1' B MARINE SAFETY BUILDING REPAIRS G-011 0::
• ""'"'"""' .,,.,,.,,,, ,a..,,(,._, s(,sft1 ,, • ProJBc1 No. 16530 SHEET 1 R E V I S I O N S I R E F E R E N C E S '"'"l~,s'~l'fclOR'.!'ciri'l~i""'o,1t ''" C ITY OF S A N C LEMEN TE oc 25 )25,1)250$7,2121/<
135
PHOTO 001 : CONG. BEAM - GRID G BETWEEN 1 & 2
PHOTO 004 : STONE VENEER - GRID H BETWEEN 2 & 3
__ .,..._
PHOTO 007: WOOD CATWALK
BY: I APP'\'1>: -~
PHOTO 002 : CONG. BEAM - GRID 1 BETWEEN F & G PHOTO 003: CONG. PILE AT GRIDS G & 1.3 PHOTO 005 : WOOD SIDING - GRID G BETWEEN 1 & 2 PHOTO 006 : WOOD DECK PHOTO 008 : WOOD TOWER LADDER
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN DATE: EXISTING PHOTOS OR.A.WING NO: z :;::;:: MARINE SAFETY BUILDING REPAIRS G-012 6 HllTTON CENTRE DRIVE SUJTE1250 SANTA/JljA,CAfll.707 (71•)70&-6890
CHECKED BY: COD
SEE SHEET 1 2$ Project No. 16530 SHEET <(
R E V I S I O N S R E F E R E N C E S C m>RO"LS l ' CITY OF SAN CLEMENTE OF 25 )25,1)250$7,2121/<
136
SCOPE:
STRUCTURAL REPAIRS TO AN EXISTING 3,542 SQ. FT. MARINE SAFETY BUILDING, INCLUDES REPAIR & REPLACEMENT OF STRUCTURAL SUPPORT MEMBERS, SAFETY IMPROVEMENTS, AND ACCESSIBIUlY UPGRADES PER 2016 CALIFORNIA BUILDING CODE CHAPTER 11 B-202.
A. GENERAL
1. THE BUILDING SHALL REMAIN 100% OPERATIONAL DURING All PHASES OF
CONSTRUCTION AND ALL VEHICLES SHALL HAVE RIGHT OF WAY ON THIS SITE AT ALL TIMES.
2. THE CONTRACTOR Will BE RESPONSIBLE FOR MAINTENANCE OF THE SWPP PLAN
AND MAINTENANCE OF ALL EROSION CONTROL MEASURES THROUGHOUT THE PROJECT.
3. THE CONTRACTOR Will BE RESPONSIBLE FOR KEEPING PAVEMENT AND STREETS FREE OF CONSTRUCTION RELATED MUD AND DEBRIS. ANY COUNTY OR STATE
IMPOSED FINES OR CHARGES RELATED TO CLEANUP WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ASPECTS OF THE WORK WITH THE CllY AND MARINE SAFETY CHIEF TO MINIMIZE INTERFERENCE WITH BUILDING OPERATIONS.
5. THE CONTRACTOR SHALL COORDINATE THE CITY APPROVED LOCATION OF THE CONSTRUCTION TRAILER AND STAGING OF All MATERIALS WITH THE CITY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOSS OF MATERIALS DUE TO
THEFT AND FOR THE SECURITY OF ALL CONSTRUCTION RELATED TOOLS AND EQUIPMENT.
7. THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARATION OF A SAFETY PLAN TO BE SUBMITTED & APPROVED BY THE CITY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT All CONSTRUCTION WORKERS ARE EQUIPPED WITH THE PROPER SAFETY EQUIPMENT.
ARCHITECTURAL NOTES
CODES & OCCUPANCY ACCESSIBILITY CLEARANCES
APPLICABLE CODES
CALIFORNIA BUILDING STANDARD CODES (CALIFORNIA CODE OF REGULATIONS) BUILDING CODE: 2016 CALIFORNIA BUILDING CODE (CBC)
FIRE CODE: 2016 CALIFORNIA FIRE CODE
GREEN BUILDING CODE: 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE ADA: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN &
2016 CALIFORNIA BUILDING CODE CHAPTER 118
REGIONAL OR MUNICIPAL CODE: 2016 SAN CLEMENTE LOCAL BUILDING CODES AMENDMENTS 2016 SAN CLEMENTE LOCAL FIRE AMENDMENTS
OCCUPANCY CLASSIFICATION: GROUP B CONSTRUCTION CLASSIFICATION: TYPE V-8 EXISTING SQ. FT.: 3542 SQ. FT.
NOT SPRINKLERED
PULL SIDE
•
NOTE: X=12 IN. (305 MM) IF THE DOOR HAS BOTH A CLOSER AND A LATCH zlo
a,~
....
PUSH SIDE
OPENINGS IN THE FLOOR
DOMINANT DIRECTION OF TRAVEL
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NOTE: OPENINGS SHALL NOT
ALLOW PASSAGE OF A SPHERE
MORE THAN ½.. DIA. EXCEPT AT
AN ELEVATOR DOOR THRESHOLD.
9. THE CONTRACTOR SHALL REPORT ALL INJURIES TO THE CITY IMMEDIATELY AFTER EMERGENCY PERSONNEL ARE NOTIFIED.
10. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS PER THE 2016 CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART II - CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 5 SECTION 5.504, TABLES
5.504.4.1-5.504.4.3.
FRONT APPROACHES - SWINGING DOORS
TYPICAL MOUNTING HEIGHTS
ALL MOUNTING HEIGHTS FOR OUTLET/DEVICE ARE TYPICAL AS INDICATED BELOW
ELECTRICIAN TO VERIFY AND COMPLY WITH LOCAL BUILOING COOES
11. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT ~iE uii i~G~ifi6N~ ftC?~~ K;~~lfio~E ~F~[N~ff 9Jif61N~1 c
6or?::LIFORNIA _J
CHAPTER 1 0 SECTION 1010.1.9 FOR EXCEPTIONS. FINISH CEILING RECESSED ELECTRIC RECEPTACLE OUTLET FOR TELEVISION
11.1 DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" ANO A MAX. 48" AND ALSO COMPLY WITH [CASLETVOUTLET SECTION 1010.1.9-1010.1.9.12 CLOCKOlffiET
12. PER CALIFORNIA CIVIL CODE 1101.1-1101.B AND 2016 CALIFORNIA GREEN STANDARDS CODE SECTION 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND 1- a::: ffi~ Q ::i:
FITTINGS, PLUMBING FIXTURES (WATER CLOSETS ANO URINALS) AND FITTINGS w a:::: z O g Ii. Ii:
SECURITY CAMERA
MOTION SENSOR
DOOR CHIME (CEILING MOUNTED)
STRIKE SIDE
FOR CEILING HEIGHTS ABOVE
10'-0', VERIFY HEIGHT WITH
ARCHITECT
HINGE SIDE
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(FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH THE FOLLOWING w ffi ; Cl) (REFERENCED HOWEVER NOT INCLUDED IN THIS SCOPE OF WORK): g;; if: 5 ffi ?i: w Ii: w· a:::: --'l~-----~'--'I'~ Q • WATER CLOSETS: THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS a. _, O t'5 m 3" d 1- :3 § z SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPE WATER fil ::c: F. Iii 5 a:::§ a w M i:'.§ < w Q a.. fh u, t; CLOSETS SHALL BE CERTIFIED BY U.S EPA WATERSENSE SPECIFICATION FOR 8 i ul f!: j a; fil ffi g ffi 'i..
TANK-TYPE TOILETS. < 3" 3:: es: iL !:!ii $ u z cri F F 5 fil !;j: Ii: a::: Ii: a:::: u. !z +-' • WALL MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME SHALL NOT ,.,_--,--,--TII'"..,-- iL t) ;oi! 8 et::: fil > et::: 0 w g o _, ---'k------~ok-- o; (.) • FLOOR MOUNTED URINALS: THE EFFECTIVE FLUSH VOLUME SHALL NOT iL u:l _, 8: oo u I= g < a::: • EXCEED 0.125 GALLONS PER FLUSH. , iIB ii! i,J §~ 6 :'e l!J~ 6"6" ii! 0 w Ii~,\ !12 _ > Q) • ~fNCJC~ s 0H~w~~~NDss:P~~[Cu~VE A MAXIMUM FLow RATE oF NOT MORE o -Im-@---~ > ~a.~ rt= t g g ;!; !;i: o q § C) THAN 2.0 GALLONS PER MINUTE AT BO PSI AND SHALL BE CERTIFIED BY i:L: en' 6' 6" 6" :3 i t, o O a:
• ~JLnr~ ;~1~::~~ipi{~1~Tli~ti~o~HEi~E~HEEAgJM01NED FLOW RATE i u, § i i OF ALL SHOWERHEADS AND/OR SHOWER OUTLETS CONTROLLED BY A !;> FLOORBASE => ttl -'k-+"ifLil'°'T'-TOBOTTOt.1 :5 i= jfiii • SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI. ~:;,,. (0 8 ~oO OFOUTl.ET :;,,. !';, ::c: z Cl) • F1~1JR~~ i~1~~1~fNg~vi~NPi:;f~ci~iEt:1NG z 0:::
MULTIFAMILY AND COMMERCIAL BUILDINGS. FINISHFLOOR -
13 · As~~~:~iu~g~EGiE~l~~c~tiE8 ~~;~;u~~~:GE <(
~i~~irfio~I~~~. oic 6fo ~~:~:OCNLE=D~~~li~~~UCTION ANCHOR TO CONC. a..
ORDINANCE #1286 PRIOR TO ISSUANCE OF A BUILDING PERMIT. REFERENCE FASTEN SMOOTH \,t'---,1'-'==~~==~===~= (E) CONC.7 ALIGN (N) CONC. w sPEC1F1CAT10N 022200 s1TE DEM0L1T10N FoR LINK TO SAN CLEMENTE su1LD1NG coNc. \ ;;ALIGN~GooD DECK SPACING PER csc CH. 118 FIG 118_ 705.1 r .· , .~.. ,...,, DEPARTMENT WEBSITE FOR FORMS AND INSTRUCTIONS. GC MUST PREPARE A t -
L_ - t LL.
WASTE MANAGEMENT PLAN (WMP) OR ELECT TO USE A CR&R RECYCLING BIN t • MAX r=_,,/c;::2112:=q_::::2= £2:::z::;;Z::C:= :1:::!::a "' • 4 • 1 ·· . . . : PROVIDED BY THE CITY OF SAN CLEMENTE'S FRANCHISE WASTE HAULER. -,!SIL--!=---- · ,. • • • .4 • · · . . 4 r n GC SHALL PROPERLY DISPOSE OF CALIFORNIA PROHIBITED UNIVERSAL WASTE AND • .,, •• F FULLY ADHERE PER ' ' • ' • ', ' •. '-' ARE DIVERTED FROM LANDFILLS. REFERENCE • MFR INSTALLATION f!1;;;i!!'·· z HTTP· //WWW msc CA GOV/HAZARPOI/SWASTf/lJNIYFRSAI WASTf/lJPI OAP/IJW fACTSHffTl PDF • • • • • INSTRUCTIONS •• ;;:¥h::m% FOR A UST oF HAZARDous WASTES. , • • • • ~m~i~ltii REPAIR EDGE OF EXISTING CONCRETE As 0 B. SELECTIVE DEMOLITION GENERAL NOTES • • • ., •. A '""!!!""'!ti"""!A REQUIREO TO COMPLY WITH CBC CHAPTER 118. 1· g~L~1~~sT6R~~10iEtEc;~EEL~R~~~~~0 ~J~1:GosR~~sNi~E~x~~N~oT A "' • • - .. III ... III-- 1 NEW TO EXISTING CONCRETE ~~~6:!L~ENSIVE DESCRIPTION OF ALL ITEMS REQUIRING DEMOLITION OR SECTION A-A CORNER QEfAIL SCALE: 1" = 1'-0'" ~----A_-_1'-fu.-'_12_A--0~11 => 2 · :i ~b~1~JTg~~TING RE CORD cc
REQUIREO TO ACCOMMOOATE THE NEW WORK. ITEMS REQUIRING REMOVAL DRAW I NG s OR MOOIFlCATION THAT ARE HIOOEN FROM V1EW ARE INCLUOEO IN THE FLOO RANSIT ON-WOOD DEC TO co C. 1 TRUNCATED DOMES J WORK. SCALE: 1" = 1'-0'" A-112 A-011 SCALE· 1¼" = 1'-0'" A-112 A-011 ~: ~6~T~¥gr~Rf:t~:s?:L[OFi:D~~~t~NiE~~~II~~ . 2-24-2021 w ADJACENT TO DEMOLITION AND NEW WORK. IT IS THE CONTRACTOR'S LL ~5~No~~~~r~oi~s~E6~Rct~~~~EiTfo~~ REMAIN THAT ARE DAMAGED <C 5 · Cl)
TO PREVENT SPREAD OF OUST AND DEBRIS TO ADJACENT SPACES. ~g~~~t~?RA~i =~~g :D D~g~1R OF ANY w
BY: IAPP'VD· -~
6HUTTONCENTREORIVE
SUJTE1250
SANTAANA.C>.92707
(714)TQ6.6690
ARCHITECTURAL NOTES DRA~,G ,o, z
MARINE SAFETY BUILDING REPAIRS A-011 0:::
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6'- 0"
vIF.
EXISTING STEEL SHEET
PILE BULKHEAD
DESCRIPTION
2 1'-o"
V.I.F.
a·-o·
V.I.F.
BY: I APP'W :
45'- 0"±
V.I.F.
EXISTING 6x6 WOOD WALL (TYP.)
EXISTING PALM TREES
10·- a· ., !Q'..=1" ., 6 '-2"
. V.I.F. 1 V.I.F. 1 V.I.F.
;-,~ ~;:IN ~ I 1 1
-
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EXISTING PALM TREES I • : :
EXISTING LIGHT POLE I I
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11~1 1 ro>I I
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MARINE SAFETY BUILDING
D
DEMOLITION SITE PLAN
SCALE, t : 1•-0•
WALK
,g_J..J) lYP.
EXISTING STRIPING
TO REMAIN
EXISTING 4x4 WOOD RAILING
W/ PERIODIC OPENINGS
(TYP.)
GENERAL NOTES:
{ EXISTING PALM TREES
EXISTING LIGHT POLE
1. ALL EXISTING CONSTRUCTION TO REMAIN UNLESS INDICATED OTHERWISE. ,o·
1/8" • 1·- 0·
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ARCHITECTUR"1. SC"1.E: AS SHOWN 1 DATE: DEMOLITION SITE PLAN DRAWING NO: Z .I.fl@!§> 6HUTTONCENTRE DRIVE SIJITE1250 SANTAANA.CA92707 (714)706-6890 CHECKED BY: ESN DESIGNED BY: JML
:;::;:: MARINE SAFETY BUILDING REPAIRS AD 111 0:::
SEE SHEET 1 OF 25 Project No. 16530 SHEET 5 <:(
R E V I S I O N S I I R E F E R E N C E S I C APPROVALS ) ' ' " CITY OF SAN CLEMENTE °' 25 )25,1)250$7,2121/<
139
r
AD1~11
LEGEND
c:::::::::J
c:::::::::J c:::::::::J
c:::=::::::::J
60'- o"
V.I.F.
132'-6"
v.i"F.""
24'- 6"
V.I.F.
61'- 6"
V.I.F.
CONC. PAVING
37'- o"
V.I.F.
CONC. PAVING GARAGE DOOR
ROLLUP DOOR
~11
:-.I~ 1 •
t:>
TYP.
MAINTENANCE
TYP.
~
I~ 1 ·
~> ··t·
:,. ~I"' ;;
REMOVE EXTERIOR WALL FINISH PER DETAILS REBUILD WOOD DECK REMOVE WOOD CATWALK DEMO WALL & HEADER TO RELOCATE DOOR REMOVE WOOD GUARDRAIL REMOVE CONC. WALK OR PARTIALLY DEMO CONC. DECK L
STORAGE CLOSET
STORAGE CLOSET
L
AD@11
60'- 0"
V.1.F.
SEE PHOTO ON SHEET G-O12
BY: I APP'VD: -~
REVISIONS
GARAGE DOOR
REMOVE DOOR
JUNIOR GUARDS
REMOVE {E) WINDOW & FRAME
(3 LOC'S, THIS WALL ONLY)
..........
TYP.
AD1t11
L
2 UNIT GARAGE MEN'S LOCKER ROOM
WOMEN'S LOCKER ROOM
WOMEN'S TOILET~~
I
JANITOR~
STORAGE ROOM ~
TRAINING ROOM T
REMOVE WOOD~ 'w
LADDER IN TOWER
REMOVE (E) WINDOW
AD1~1l
A~11
24'- 6"
V. I.F.
CHIEF'S omcE
t
"
AD@11
DEMOLITION FLOOR PLAN
SCALE, ,t" - 1 '-o•
8 HUTTON CENTRE DRIVE
SIJITE 1250
SANTAANA, CA 92707 (714)708-6890
R E F E R E N C E S
ARCHITEClURAL SCALE: AS SHOWN
CHECKED BY: ESN
(SEE SHEET 1 or 25)
APPROVALS
MEN'S TOILET
PROTECT STONE
VEENER AS REQ'D TO
MODIFY CONC. WALK
6 >
- -MOVE ENTIRE
IC. RAMP &
RECORD
DRAWINGS
2-24-2021
5' 10' 20'
3/'6" • 1·-,·~
DEMOLITION FLOOR PLAN
MARINE SAFETY BUILDING REPAIRS AD112
I Project No. 16530 I SHEET
CITY O F S AN C L EMENTE 25
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21·-o·
V.1.F.
DUMPSTERS
30'-0"
V.I.F.
EXISTING STEEL SHEET
PILE BULKHEAD
REVISIONS
21'-0"
V.1.F.
a·-a~
V.1.F.
BY: I APP'VD:
45'-0'"±
V.1.F.
EXISTING 6x6 WOOD WALL (TYP.) EXISTING PALM TREES
EXISTING LIGHT POLE
,o·-a·
7'-6"
Y.lF.
MARINE SAFElY BUI LDING
-~
6 HUTTON CENTRE DRIVE
SUJTE1250
SANTAANA,CA92707
(714)TOM890
D
SITE PLAN
SCALE, t = 1'- 0"
R E F E R E N C E S
"'
(SEE SHEET 1 OF 25)
APPROVALS
35'-5" 5'-5" 7'- 4"
V.1. F. 1 VLF 1 V.1.F. 1
........._ EXISTING PALM TREES
'-._
EXISTING LIGHT POLE
PARKING STOP. LOCATE
2'-0" CLEAR FROM ADA
STALL SIGN (lYP.)
[j
5/15/19
5/15/19
EXISTING FISHERMAN'S RESTAURANT
STAFF PARKING ONLY SIGN
GENERAL NOTES:
1. SLOPE OF ACCESSIBLE PARKING SPACE AND ACCESS ISLE SHALL NOT EXCEED 1 :48 IN ANY DIRECTION. GENERAL CONTRACTOR TO VERIFY EXISTING CONDITIONS.
2. LOADING AND UNLOADING ACCESS ISLE BORDER PAINTED BLUE.
3. ACCESS ISLE STRIPES AT 36" MAX ON O.C. PAINTED BLUE.
4. "NO PARKING" PAINTED W/IN ACCESSIBLE STRIPING IN 12" HIGH MINIMUM WHITE LETTERS.
5. SEE SHEET A- 611 FOR SIGNAGE SCHEDULE.
6. EXISTING IMPROVEMENTS TO REMAIN PROTECTED IN PLACE UNLESS INDICATED OTHERWISE. ,O'
1/e· - ,·-o·
SITE PLAN
RECORD
DRAWINGS
2-24-2021
20· 30'
MARINE SAFETY BUILDING REPAIRS A-111
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c::: I Project No. 16530 I SHEET --~-- <(
CIT Y O F SAN CLEME NTE 25
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A-1Q>11
LEGEND
c:::::::::J c:::::::::J
c:::::::::J
@
60'- o"
V.I.F.
132'-6"
v.i"F.""
24'-6"
V.I.F.
61'-6"
V.I.F.
J7'-o" 5'-0"
V.I.F. V.I.F. y ~U~ftj~D O~OMES ______ FEDERAL STANDARD CONG. PAVING r::::::::::::::::::::::::::: ~~~Eiu~~~Cffi CONG. PAVING If GARAGE DOOR 11 I:.' . , ·)'-;Q --r-© •-"¥011 GARAGE ;,,I"' ,~ i-->
ROLLUP DOOR
MAINTENANCE
INSTALL STUDS IN WALL
BETWEEN EXISTING STUDS FOR
ATTACHMENT OF NEW SIDING AT
PREVIOUSLY INFILLED GARAGE
DOOR
SIM.
STORAGE CLOSET
STORAGE CLOSET
71~ i,!:?> ·t" INFILL {E) WINDOW (3 LOG'S, THIS WALL ONLY)
CORNER L
PER~
A-11F-311
TYP.
REPLACE EXTERIOR WALL FINISH
NEW WALL & HEADER NEW WOOD GUARDRAIL NEW CONG. WALK OR NEW CONG. DECK SURFACE
REBUILD WOOD DECK
DOOR PER SCHEDULE
ON SHEET A-611
r------, L
______ J
DESCRIPTION BY: I APP' ',{):
REVISIONS
A-@11
60'- 0"
V.1.F.
ACCESSIBLE DOOR
CLEARANCE
-~
GARAGE DOOR
JUNIOR GUARDS
(E) SEALED
DOOR TO
REMAIN
INSTALL (N) WINDOW
& INFILL WALL
A-1~11
GENERAL NOTES·
1. GENERAL CONTRACTOR TO CONFIRM
PATH OF TRAVEL DOES NOT EXCEED
1 :20 SLOPE WITH 1 :48 CROSS SLOPE.
6 2. GENERAL CONTRACTOR TO CONFIRM NEW
CONCRETE HAS POSITIVE SLOPE AWAY
FROM BUILDING.
6HIJTTONCENTRE DRIVE
SUITE1250
SANTAANA,CA92707 (71•JT08-M90
ICRETE TRANSITION
~011
UNIT GARAGE MEN'S LOCKER ROOM
MEN'S TOILET
WOMEN'S LOCKER ROOM
WOMEN'S TOILET
JANITOR~
..........
REPLACE
FIRST AID ROOM ~ ER (4
A-1,i
l FLO
/ SEE
A
STORAGE ROOM -----------
TYP.
·t·
L
TRAINING ROOM __-----1
INSTALL (N) LADDER IN 40' TALL TOWER
PER
A- 1~51 1
CORNER
PER~
A-1~
TYP.
INSTALL WINDOW ( N) 6
A- 112A-1 1
A-~11
24'-6"
V.I.F.
FLOOR PLAN
SGALE• ll,• - 1'-0"
ARCHITECT\JRAL SC ALE: AS SHOWN
·'-/ ' I
FLOOR TRANSi
SEE ffi
A-11F-s
I I I
l
13'-9"
V.I.F.
•-©,,
5/15/19
5/15/19
7 15'- 6"
V.I.F.
5• 10·
,110·-,·-o·~
FLOOR PLAN
A-~211
RECORD
DRAWINGS
2-24-2021
20'
MARINE SAFETY BUILDING REPAIRS A-112 I Project No. 16530 I SHEET R E F E R E N C E S (SEE SHEET 1 OF 25) APPROVALS CITY O F SAN CLE MENT E 25 0 C")
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142
T
REMOVE & DISPOSE
(E) WOOD SIDING &
INSTALL (N) Tl-11
SIDING
REMOVE & REINSTALL
(E) 2• WATER LINE
f
ll~
REMOVE & REINSTALL 1 (E) ELECTRICAL BOX
> SIDING
REMOVE & DISPOSE (E)
SIDING & INSTALL (N)
T1-11 SIDING
INSTALL (N) WINDOW
& 1x2 TRIM
f f NEW WINDOW BASIS OF BID· JELD-WEN BUILDERS VINYL TEMPERED GLASS, NO GRILLE. SINGLE-HUNG SIDE LOAD, INTEGRAL NAILING FIN, 32• x 37• ROUGH OPENING.
SUBMIT PRODUCT DATA FOR J".i CITY REVIEW & APPROVAL
CLEAN &
AINT WINDOW
FRAMES ANO
H
T EXISTING WINDOW APPROXIMATE DIMENSIONS, CD 72" HIGH x 79" WIDE (g} 72" HIGH x 79" WIDE
Q} 72" HIGH x 79" WIDE
@ 72" HIGH x 79" WIDE @ 58" HIGH x 94" WIDE @ 58" HIGH x 94" WIDE (E) CONDUIT TO REMAIN
--REMOVE & DISPOSE \,1 · (E) STONE VENEER & .1 INSTALL (N) T1-11 -===t="!'"=-------+--J..-1_!__REMOVE &: REINSTALL l - ----;.__ REMOVE & DISPOSE INFILL (E) OPENING~___,L (E) STONE VENEER & SIDING\,r(:P),~: ,.,-----(N) WOOD SIDING
;: REMOVE & DISPOSE
(E) STONE VENEER &
INSTALL (N) T1 - 11
SIDING
[Z] 2x 77" HIGH x 37" WIDE
[fil 77" HIGH x 30" WIDE
S'r: ,~ ;,,>
(E) 2x6x16' RACK w/
PEGS O a•. ATTACH
W/ (1) LAG BOLT IN
CENTER O 12• O.C.
PER INSTALL (N) Tl-11 SIDING
A-iQE,='511 l . . I (E) coNc BEAM SIM.
V.I.F.
I I (E) CONC BEAM
V.1.F.
[ID 52" HIGH x 77" WIDE
[g 77" HIGH x 52" WIDE
EXTERIOR WALL ELEV - LINE 1 EXTERIOR WALL ELEV LINE 2 2_ EXTERIOR WALL ELEV - LINE 3 §_ SCALE, rs" = 1 '-0"
f
lYP. t 8'-0" V.I.F.
60'-0"
V.I.F.
EXTERIOR WALL ELEV - LINE G
SCALE, rs· = 1' -0"
LEGEND
CD [zJ =~~g'J : =~~~£-1 ;Eb:1~~0; 1iH~~~~D WINDOW SEE
A-2@311
lYP.
c:::::::::J REPLACE EXTERIOR WALL FINISH
INFILL WALL
INFILL WINDOW OR DOOR
GENERAi NOTE·
APPLY SEALANT CONTINUOUSLY TO SIDING AROUND ALL DOORS AND WINDOWS. PROVIDE
NEW MOLDING PANELS AROUND DOORS ANO
WINDOWS.
AD112,A-1l;;! 1Af211 SCALE, rs" = 1'-0" AD112,A-112: 1Af211 SCALE, rs• = 1'-0" A0112,A-11~ IA_...:2 11 J
REMOVE & DISPOSE
(E) 1 x WINDOW
TRIM (TYP.)
(E) HOSE BIB
'1~ -l"
TO REMAIN~
f
REMOVE & REPLACE
WOOD SIDING OVER
SEALED DOOR
(E) CONC BEAM
S'r: ,~ ;,,>
REMOVE & REPLACE
(E) WATER DAMAGED
DRYWALL ON INSIDE
f INSTALL 1 x2 TRIM
AROUND WINDOWS
24'-6"
V.I.F.
f
S'r: ,~ ;,,>
f f
REMOVE & DISPOSE
(E) WOOD SIDING &
,-+------~ INSTALL (N) Tl -1 1
15'-6"
V.I.F.
SIDING
REMOVE & REPLACE
1 x2 TRIM AROUND
WINDOWS (TYP.)
(E) CONG DECK
1 TO 2 EXTERIOR WALL ELEV - LINE H ± EXTERIOR WALL ELEV LINE G _!2 AD112,A-1i;?: IA_....:211 SCALE, rs" = 1 '- 0"
RE"OVE & REPLACE I I
CLEAN & PAINT
(N) WINDOWS (E) SIDING (TYP.)
© q) 2 G) ~:i"~6'oii' s~6~:gs!
PATCH & REPLACE TRIM "--'---'-""''--'-".L.L--'-..W.-'---'-W INSTALL (N) T1 -1 1 AITTR CATWALK REMOVAL SIDING (TYP.) t:::==:::f===±===t:::==:::::1-- REMOVE & DISPOSE
EXTERIOR WALL ELEV - LINE J
SCALE, rs· = 1'-0" A0112.A-1i l
(E) STONE VENEER &
INSTALL (N) T1-11 SIDING
Af211
AD112,A-1 t2 IA_....:211
REMOVE & REINSTALL (E)
LIGHT & LOCK BOX
(N) WINDOW
REMOVE & REPLACE
1 x2 TRIM AROUND
WINDOW
INSTALL (N) SHEATHING
ENTIRE WALL FOR FLUSH
EXTERIOR FINISH
SCALE, rs" = 1 '-0"
f
EXTERIOR WALL ELEV - LINE 7 (8
SCALE: Jt""' 1'-0" AD-112.A- 112iA~211
AD112.A-1i;?: 1Af21 1
RECORD
DRAWINGS
2-24-2021
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ARCHITECTURAL SCALE: AS SHOWN 1 DATE: WALL ELEVATIONS DRAWING NO: Z BY: I APP'VD: -~
6 HUTTON CENTRE DRIVE
SUJTE1250 SANTAANA.CA92707
(714)TOM890
CHECKED BY: ESN :;::;:: ·• MARINE SAFETY BUILDING REPAIRS A-211 0:::
L........C..... :~ Project No. 16530 SHEET 9 <(
(SEE SHEET 1 OF 25) {
R E V I S I O N S I I R E F E R E N C E S I APPeO,ALS ""' CITY OF SAN CLEMENTE o, 25 )25,1)250$7,2121/<
143
(E) 2x4 WALL
(E) DRYWALL
(2 LAYERS)
(E) CONC. SL.AB
REMOVE (E)
STONE & MORTAR VENEER, STUCCO WIRE & BUILDING PAPER
REMOVE WATER DAMAGED DRYWALL. REPLACE W/ (N) j" DRYWALL. TAPE, PLASTER & PAINT TO MATCH (E).
(E) CONC. BEAM
DEMO EXTERIOR WALL SECTION
SCALE: 1" = 1•-0- AD1~311
(E) CONC. CURB
(E) CONC.
REMOVE (E) STONE
& MORTAR VENEER, STUCCO
WIRE & BUILDING PAPER
(E) CONC. BEAM
DEMO EXTERIOR WALL SECTION (2
SCALE: 1" = 1·-0· A011.2IA~311
(E) CONC. CURB
(E) CONC.
REMOVE (E) 1 x 12
SIDING, BATTS &
BUILDING PAPER
(E) CONC. BEAM
DEMO EXTERIOR WALL SECTION @ SCALE: 1" • 1'- 0" AD112 A-311
OF OVERHANG VARIES
(E) 2x4 WALL
(N) DRYWALL
(WHERE OCCURS)
(E) CONC. SLAB
~~KER ROD AND SEAL.ANT
1 x6 BOARD. MITER ANO SEAL
VERTICAL CORNER BOARDS.
(N) T1 -11 SIDING.
PAINT TO MATCH EXISTING WOOD SIDING
REPLACE BUILDING PAPER
WITH NEW
BEAM
1. = T1-11 SIDING SHALL BE ~- 8'" O.C. EXTERIOR GRADE PLYWOOD.
2. APPLY EXTERIOR PRIMER TO ALL (4) EDGES OF T1-1 1 SHEETS PRIOR TO INSTALLATION.
3. AFTER INSTALLATION, APPLY EXTERIOR PRIMER TO EXTERIOR SURFACE OF T1 - 11 SIDING.
4. AFTER PRIMING, APPLY EXTERIOR WOOD PAINT TO EXTERIOR SURFACE. COLOR TO MATCH EXISTING.
EXTERIOR WALL REPAIR SECTION ( 4
SCALE: 1" = 1•-0• A-112IA~311
CLEAN, _/
=
/
PATCH & PAINT INTERIOR DRYWALL WHERE DISTURBED BY INSTALLATION -
--
V
REMOVE & REINSTALL
SHUTTER
REMOVE & REPLACE TRIM
AROUND WINDOW. PROVIDE
SUPPLEMENTARY FRAMING
AS NECESSARY TO INSTALL
SHUTTER
1. CLEAN & PAINT FRAMING AROUND WINDOWS PRIOR TO
INSTALLATION OF SHUTTERS.
2. EXISTING WINDOW SHUTTERS ARE ENVIROBLIND PENTAGON 400
SERIES SHUTTERS W/ TAPE WINCH OR CRANK THROUGH THE
WALL.
EXISTING WINDOW SHUTTERS @ SCALE: 1" = 1'-0" A- 11 A-311 (N) BUILDING
PAPER (TYP.)
(N) 1x6
CORNER
BOARDS
EXTERIOR OUTSIDE CORNER DETAIL @ SCALE: 3" = 1'-0" A-112 A-311 (E) 2x4
STUDS
(N) BUILDING
PAPER (TYP.)
EXTERIOR INSIDE CORNER DETAIL @ SCALE: 3" = 1'-0" A- 2 A-311 (E) 2x4 WALL
(N) DRYWALL
(WHERE OCCURS)
(E) CONC.
FLASHING
(E) CONC. BEAM
EXTERIOR WALL REPAIR SECTION @ SCALE: 1'" = 1•-0• A-i 2 A-311 RECORD
DRAWINGS
2-24-2021
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ARCHITECTURAL SCALE: AS SHOWN 1 DATE; BUILDING ENVELOPE SECTIONS DRAWING NO: Z DESCRIPTIOM I BY: I APP'IA>: -~
6HUTTONCENTREORIVE
SUJTE1250 SANTAANA.C>.92707 (714)70M890
CHECl<EO BY: ESN 5/15 19 <.i LL. ,;,,11" ·• MARINE SAFETY BUILDING REPAIRS A-311 ,.,, '----'---'--
,.., Project No. 16530 SHEET 10 <(
R E V I s I O N s I I R E F E R E N C E s I (SEE::::~;.:: 2') '!fo•• CITY OF SAN CLEMENTE OF 25 )25,1)250$7,2121/<
144
(N) OR (E) 2x4 STUD.
REFERENCE STRUCT.
(N) ij• EXTERIOR SHEATHING (N) WEATHER BARRIER (N) BATT INSULATION (MIN. R-1 9)
TYPICAL WALL PLAN
SCALE: 12• = 1'-0'" A- f 1_2 I A_....:5 11
(N) OR (E) INTERIOR
WOOD VEENER
(N) OR (E) j°
GYP. BOARD
(N) BATT INSULATION
(MIN. R- 19)
..
LINE OF OVERHANG VARIES
BACKER ROD ANO SEALANT
1 x6 BOARD. MITER AND SEAL
VERTICAL CORNER BOARDS.
(N) T1 - 11 SIDING
(N) ij• EXTERIOR SHEATHING
(N) WEATHER BARRIER
·.
TYPICAL WALL SECTION (2
SCALE: 12· "' 1·-0· A- s1_1 I A_....:s 11
14RUNG
STANDARD
f14S
FS INDUSTRIES
FIXED STEEL LADDER
MODEL F14S
14'-0'" LONG
(14) RUNGS
OR ENGINEER
APPROVED EQUAL
3 SECTIONS REQUIRED
NEW TOWER LADDER J
NOT TO SCALE A-iJ2IA_....:511
(N) 2x4 0 16'" O.C.
RIP FOR FLUSH
EXTERIOR FINISH
,,. I I DOOR & FRAME
;-,r-+-- DOOR BOTTOM SWEEP
& SEAL
~+--+---ALUMINUM THRESHOLD SET
IN BED OF SEALANT
=
CONCREfE FLOOR SI.AB
--- ~---HOLD EXT CONC DOWN 1/4'"
BELOW FINISHED FLR ELEV
~------COMPRESSABLE FILLER
DOOR SILL DETAIL
SCALE: 1• = 1'- 0'" A-~511
(N) j• PL\'WOOD
FLUSH W/ EXISTING
(E) j° PL\'WOOD (TYP)
NOTE: INSTALL (N) ~,. GYP. BOARD ON INSIDE O GRID@.
WINDOW INFILL SECTION (';;
SCALE: 12'" = 1·-0• A- 21_1IA_- 5 11
R-19)
RECORD
DRAWINGS
2-24-2021
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ARa-tlTECTURAL SCALE: AS SHO\YN DATE: ARCHITECTURAL DETAILS DRAWING NO: z :;::;:: MARINE SAFETY BUILDING REPAIRS A-511 0::
BY: I APP'IA>: .~
6 HUTION CENTRE DRIVE SUITE1250
SANTAANA.C>.92707
(714)706-6690
0-IECKED BY: ESN
Project No. 16530 SHEET 11 <(
R E V I S I O N S R E F E R E N C E S (SEE ;::v~~ 25> C ITY OF SAN C LEMENTE °' 25 )25,1)250$7,2121/<
145
NOTES:
12- MIN.
0-
PARKING
ONLY
VAN
ACCESSIBLE
MINIMUM
FINE $250
ID-1
'i':"7osa. IN. SIGN AREA MIN. REFLECTIVE IN WHITE ON BLUE
BACKGROUND
2. MOUNT TO 2' GALV. STEEL PIPE@60' MIN. ABOVE PAVING.
MEASURE TO BOTTOM OF SIGN
l;i Main Office
ID-4
NOTE:
0.040 RUST FREE ALUMINUM OR FUU.Y ENGRAVED 00 MIL WEATHER RESISTANT PLASTIC. FUU.Y ADHERED ATTACHMENT OR STAINLESS STEEL FASTENERS SET IN SEAi.ANT. INSTALL BETWEEN EXISTING LIGHT FIXTURE AND CORNER, ABOVE SURF FLAG WARNING BOARD.
SIGN AGE
NOTES·
MINIMUM
FINE $250
ID-2
:;-:-Toso. IN. SIGN AREA MIN. REFLECTIVE IN WHITE ON BLUE BACKGROUND.
2. MOUNT TO 2' GALV. STEEL PIPE@ 6Cf' MIN. ABOVE PAVING.
MEASURE TO BOTTOM OF SIGN.
Office
C-5
NOTE· REINSTALL EXISTING OFFICE SIGN ON NEW DOOR
WITH FULLY ADHERED ATTACHMENT.
NOTE:
FIRST
AID
ID-3
0.040 RUST FREE ALUMINUM. FULLY ADHERED ATTACHMENT
OR STAINLESS STEEL FASTENERS SET IN SEALANT.
6,
PARKING
ONLY
""""
·-
2- SCH 40 x 9'-4"±
GALVANIZED STEEL PIPE --
FINISHED GRADE
SLOPE TO
DRAIN
:---
CAST-IN- PLACE 7 •· Ir·~,. _ CONCRETE FOOTING .. .. : ·. io f'c = J,000 PSI · .. • w
MIN.
SIGN POST DETAIL
z
5s
g
g
DOOR SCHEDULE
DOOR DOOR TYP. DOOR MARK -@ MARK
SIZE lYPE MAlL HW
REMARKS
w H 1 1YPE
001 3'-0' T-0' 13/4' D F.G. HW-1 REMOVE AND REINSTALL EXISTING OFFICE SIGNAGE.
002 3'-0' ·~· 13/4' D WO HW-2 EXISTING DOOR TO REMAIN. EXISTING EXISTING REMOVE AND REPLACE HARDWARE 003 3'-0' ·~· 13/4' FL F.G. HW-3
DOOR TYPES
I WIDTH I I WIDTH I
{D {83 Flfj-SH D
000, =
000, '""
GENERAL NOTE:
NEW EXTERIOR DOORS TO HAVE 0.47 MAX U-FACTOR AND RSHGC FACTOR OF 0.31 PER CALIFORNIA ENERGY CODE TABLE 141.0-A
HARDWARE SCHEDULE
GENERAL NOTES:
PROVIDE tWU>WAAE "3 SPECIFIED IN SECTION 087100. REFER 10 DOOR SCHEDULE IN DAA~GS ANDSPEOACATIONSECTIONGe7613
SETHW-1
HINGES MORTISE
STOPS
DEADBOLT
WEATHER STRIPING
THRESHOLD
SWEEP
DUTCH DOOR INTERIOR FLUSH BOLT
SETHW-2
MORTISE
WEATHER STRIPING
THRESHOLD
SWEEP
VIEWERX2
DUTCH DOOR INTERIOR FLUSH BOLT
SETHW-3
HINGES MORTISE
STOPS
WEATHER STRIPING
THRESHOLD
SWEEP STRIKE
KICK Pl.ATE
~EWER
TITLE 24 NOTES
AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED
REMOVE & REINSTALL EXISTING
AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED
REMOVE & REINSTALL EXISTING
AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED AS SPECIFIED
1. JOINTS, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE THAT ARE
POTENTIAL SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHER STRIPPED, OR OTHERWISE SEALED TO LIMIT INFILTRATION AND EXFILTRATION. (SEC 110.8)
2. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHAl.l. BE TESTED PEA SECTION 803 OF THE CALIFORNIA CODE.
3. EXTERIOR ENTRIES SHALL HAVE FLASHING INTEGRATED WITH THE DRAINAGE PLANE SIGN
10-5 10-3
10-4
RECORD
DRAWINGS
2-24-2021
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I - W I I I I I I ''""'lECTURAL sc,LE, " ssoWN I o,m DOOR & SIGNAGE SCHEDULE o,,~,c ""' Z '""noN''"""'""' ""'"BY,"'" 1 OE•GNEO BY,,., 1 ,;,,;,, •• MARINE SAFETY BUILDING REPAIRS A-611 ,.,, SUJTE1250 CHECl<EO BY: ESN I 5/15/19 LL. • 1191;> SANTAANA,C>.92707 <..i :-,
DESCRIPTIOH I BY: I APP'IA>:l • (714)708--6690 .., Project No. 16530 SHEET 12 <( R E V I S I O N S I R E F E R E N C E S (SEE :::::v~~ 2S) ' •• CITY OF SAN CLEMENTE OF 25 CHECl<EO
)25,1)250$7,2121/<
146
A. GENERAL
1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS. AND SITE CONDffiONS BEFORE STARTING WORK, AND SHALL RESOLVE CONFLICTS ON THE PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. IN NO
CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS.
3. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.
4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION.
5. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN FOOTINGS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDffiONAL PIPES, DUCTS. ETC.
6. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE (CBC).
7. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ALL
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, ANO JOB SITE SAFETY.
8. EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO CONDITIONS RELATING TO HIS WORK BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE CONTRACTOR IMMEDIATELY. FAILURE TO REPORT SUCH DISCREPANCIES INDICATES THE SUBCONTRACTOR'S ACCEPTANCE OF SUCH CONDITIONS.
8. REINFORCED CONCRETE
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGSM, EXCEPT AS MODIFIED BY THESE NOTES.
2. CEMENT SHALL CONFORM TO ASTM C150, TYPE V.
3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33.
4. READY-MIX CONCRETE SHALL BE MIXED ANO DELIVERED IN ACCORDANCE WITH ASTM C94.
5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:
SLABS: 4,500 PSI
BEAMS: 5,000 PSI PM PCM: 7,000 PSI
6. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAT INCREASES
THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED).
7. WATER/CEMENT RATIO SHALL NOT EXCEED 0.40 FOR 5,000 PSI CONCRETE & 0.45 FOR 4,500 PSI CONCRETE.
8. MAXIMUM SLUMP SHALL BE 4 M BEFORE THE ADDITION OF ADMIXTURES. 9. ENGINEER SHALL REVIEW AND APPROVE MIX DESIGNS BEFORE INSTALLATION.
10. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.
11. LAP SPLICES SHALL BE PER LAP SPLICE TABLE BELOW.
12. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH
THE CONCRETE REINFORCING STEEL INSTITUTE MMANUAL OF STANDARD PRACTICEM, LATEST EDITION.
13. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING AMOUNTS OF COVER FOR CAST-IN-PLACE CONCRETE (U.N.O.):
A) CONCRETE DEPOSITED AGAINST EARTH OR EXPOSED TO SEA WATER: 3" B) CONCRETE SLABS: 1 1 /2"
C) CONCRETE BEAMS: 3M
14. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, ANO INSERTS SHALL BE WELL
SECURED IN POSITION WITH WIRE POSITIONERS BEFORE PLACING CONCRETE OR GROUT.
15. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4M CHAMFER. SLAB EDGES WITH CMU WALLS OR ADJACENT WALKS DO NOT REQUIRE CHAMFER.
REINFORCING BAR LAP SPLICE
BAR UNCOATED EPOXY-COATED
SIZE TOP OTHER TOP OTHER BARS BARS
#3 22· 17" 28" 25" #4 29" 22· 38" 33•
#5 36" 28" 47• 42"
,. 43• 33• 57• so·
#7 63" 49• 82" 73• #8 72" 56" 94• 83"
#9 81° 63° 106M 94•
GRADE 60 BARS. 5000 PSI CONG.
CLASS B LAP SPLICE
STRUCTURAL NOTES C. STRUCTURAL STEEL
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 2016 EDITION OF CBC CHAPTER 22.
2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A.36 FOR PLATES, CHANNELS & ANGLES, ASTM ASOO GRADE B FOR HOLLOW STRUCTURAL SHAPES & ASTM A53 GRADE B FOR PIPES.
3. MACHINE BOLTS SHALL BE GRADE A CONFORMING TO ASTM A307.
4. ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36 OR ASTM A36.
5. NUTS SHALL CONFORM TO ASTM A563, HEAVY HEX GRADE A AND WASHERS SHALL CONFORM TO ASTM F436, TYPE 1.
6. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A.325, TYPE 1, HEAVY HEX W/ ASTM A563 GRADE C NUTS AND ASTM F436, TYPE 1 WASHERS. 7, GALVANIZED HARDWARE SHALL MEET THE REQUIREMENTS OF ASTM A153 AND GALVANIZED STEEL SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A 123.
8. STAINLESS STEEL BOLTS & THREADED RODS SHALL BE A.316 CONFORMING TO ASTM F593.
9. STAINLESS STEEL NUTS & WASHERS SHALL BE A.316 CONFORMING TO ASTM F594.
10. All WELDING SHALL BE DONE BY THE SHIELDED ARC PROCESS USING APPROVED ELECTRODES PER AWS SPECIFICATION E70XX (LOW HYDROGEN ELECTRODES). WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS 01 .1
AND SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN.
11. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER BEFORE FABRICATION.
12. All STEEL CONNECTORS, ANCHOR BOLTS ANO EMBEDS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE H.D.G. OR S.S.
D. TIMBER
1. ALL WOOD MEMBERS SHALL BE DOUGLAS-FIR {OF) GRADE MARKED BY A RECOGNIZED GRADING AGENCY (WCLIB OR WWPA).
2. WOOD GRADES:
JOISTS & STRINGERS - GRADE No. 1
BEAMS & BRACING - GRADE No. 1 BLOCKING & STUDS - GRADE No. 2 POSTS & COLUMNS - GRADE No. 1
GUARDRAIL - GRADE No. 1
FASCIA & RIM BOARDS - GRADE No. 1
3. CUTTING, NOTCHING, OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED
ONLY AS DETAILED OR APPROVED BY THE ENGINEER AND/OR PER CBC SECTION 2320.12.4.
4. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32M TO 1/16" DIAMETER LARGER THAN NOMINAL BOLT DIAMETERS.
5. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END ANO 4 DIAMETERS FROM THE EDGE OF THE MEMBER.
6. MOISTURE CONTENT OF WOOD AT TIME OF INSTALLATION SHALL NOT EXCEED 19%.
7. LAG SCREWS: PREDRILL WITH A BIT SIZE OF 65% OF THE SHANK DIAMETER FOR THE THREADED PORTION. LEAD HOLES SHALL BE THE SAME LENGTH AND DIAMETER AS THE UNTHREADED PORTION. PROVIDE CUT WASHERS UNDER HEADS WHICH BEAR ON WOOD.
8. ALL FRAMING ANCHORS, POST CAPS, BASES, HANGERS, STRAPS, ETC., SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR ENGINEER APPROVED EQUAL.
9. ALL NAILING SHALL CONFORM TO CBC TABLE 2304.9.1 EXCEPT AS NOTED ON PLANS ANO DETAILS.
10. ALL TIMBER HARDWARE INSTALLED OUTSIDE THE BUILDING ENVELOPE SHALL BE H.D.G. OR S.S.
E. DESIGN CRITERIA
1. DESIGN CODES:
a. 2016 CALIFORNIA BUILDING CODE (CBC) b. ASCE 7-10
c. ACI 318-14
2. DESIGN LIFE
a. 10 YEAR DESIGN LIFE PRIOR TO BUILDING REPLACEMENT.
3. DESIGN LOADS
a. DEAD LOADS
WOOD DECK = 15 PSF
b. LIVE LOADS
WOOD DECK = 100 PSF
HANDRAIL • 50 PLF APPLIED HORIZ. AT TOP RAIL
LADDER = 300# POINT LOAD ON ANY RUNG
ABBREVIATIONS
0 A. BOLT
APPROX. ARCH'L
AWG AVG.
BLDG
BU(, BL.J('G
B•
BOT.
BRG.
C/C
C.I.P. C.J.
CL, CLR c•u
CONC. CONN. CONST.
CONT.
DEMO DIA., GI
DWl.
DIM.
(E)
EA.
EA
EL.ELEV.
ELEC.
EMBED.
EO.
EQUIP.
E.S.
E.W.
EXIST.
EXP. F.G.
FTG
GA.
G.B., GR. BM GALV. G.S.M.
H, HORIZ.
HOPE
HDR H.D.G.
HT
I.D. INSP.
KSI LOC'S
"""·
AT ANCHOR BOLT APPROXIMATE ARCHITECT/ARCHITECTURAL AMERICAN WIRE GAUGE AVERAGE
BUILDING BLOCK, BLOCKING BEAM BOTTOM BEARING
CENTER TO CENTER CAST-IN-PLACE CONSTRUCTION JOINT CENTERLINE CLEAR
CONCRffi MASONRY UNIT CONCRffi CONNECTION CONSTRUCTION CONTINUOUS DEMOLISH & REMOVE Dl.f.METER
DIAGONAL
DIMENSION
EXISTlNG
EACH EACH FACE
ELEVATION
ELECTRICAL EMBEDMENT
EQUAL
EQUIPMENT
EACH SIDE EACH WAY
EXISTlNG EXPANSION FIBERGLASS FOOTING
GAGE/GAUGE GRADE BEAM GALVANIZED GALVANIZED SHEET METAL
HORIZONTAL
HIGH DENSITY POL'l'ETHELYNE
HE:AOER
HOT DIPPED GALVANIZED HEIGHT
INSIDE DIAMETER
INSPECTION
KIPS PER SQUARE INCH LOCATIONS MAXIMUM
M. BOLT MACHINE BOLT MECH., MECH'L MECHANICAL MFR MANUFACTURER MIN. MINIMUM MID. MIDDLE ML MUDUNE MTL METAL (N) NEW
N.I.C. NOT IN CONTRACT
NO. NUMBER NOM. NOMINAL
N.T.S. NOT TO SCALE
O.C. ON CENTER O.D. OIJTSIDE DIAMETER OPN'G OPENING OPP. OPPOSITE OPT. OPTIONAL
It PLATE
PCC PORTLAND CEMENT CONCRETE PCF POUNDS PER CUBIC FOOT PLY .• PLYWO PLYWOOD PMPCM POLYMER MODIFIED PORTl.AND CEMENT MORTAR PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST TENSIONING P.T. PRESSURE TREATED PVC POLY VINYL CHLORIOE
R&R REMOVE & REPLACE
REINF. REINFORCEMENT
REQ'D REOUIREO
SCHED. SCHEDULE SHY SHEET S.O.G. SLAB-ON-GRADE SPEC. SPECIAL S.S. STAINLESS STEEL STA. STATION STD STANDARD STL STEEL STRUCT. STRUCTURAL SO. SQUARE TEMP. TEMPERATURE, TEMPORARY THK THICK T.O.S. TOP OF SLAB
TS TUBE STEEL
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
V, VERT. VERTICAL V.I.F. VERIFY IN FIELD
W WIDTH W/ WITH WWF WELDED WIRE FABRIC W.P. WORKING POINT W.P.J. WEAKENED PLANE JOINT RECORD
DRAWINGS
2-24-2021
0 ("')
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<D
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0 z
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(l)
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a..
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w
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ENGINEERING SCALE: AS SHOWN DATE: STRUCTURAL NOTES ORAWING NO: z :;::;:: MARINE SAFETY BUILDING REPAIRS S-011
BY: I APP'\'1>: -~
6 HlfTTON CENTRE DRIVE
SUJTE1250 SAN'T"/JljA,CAf/1.707
(71•)70&--6890
CHECKED BY: COD
SEE SHEET 1 2$ Project No. 16530 SHEET 13 <(
R E V I S I O N S R E F E R E N C E S c -•ov.LS l • CITY OF SAN CLEMENTE o, 25 )25,1)250$7,2121/<
147
A. SPECIAL INSPECTION REQUIREMENTS
1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2016 CBC FOR CONCRETE & STEEL CONSTRUCTION.
2. REFER TO THE MATERIAL SPECIFIC TABLES FOR ACTIVllY
INSPECTION ANO FREQUENCY.
8. STRUCTURAL OBSERVATIONS
1. STRUCTURAL OBSERVATION SHALL BE PROVIDED FOR CONCRETE BEAM REPAIRS AND CONCRETE PILE. CONTACT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF PERFORMANCE OF WORK TO BE OBSERVED.
o. OBSERVE FIRST AREA OF CONCRETE BEAM AND CONCRETE
PILE REPAIRS.
TABLE 1705.3 REQUIRED VERIFICATION AND INSPECTION OF CONCRITT CONSTRUCTION VERIFICATION AND INSPECTION TASK I CONTINIJOUS I PERIODIC I Rw~~~0 IR~~CE
1. INSPECTION OF CONCRITT
SUBSTRATE, REINFORCING STEEL
ANO PLACEMENT PRIOR TO
CLOSING FORMWORK.
2. INSPECTION OF BOLTS TO BE
INSTALLED IN CONCRETE PRIOR TO
ANO DURING PLACEMENT Of
CONCRETE.
3. INSPECTION OF ANCHORS
POST-INSTALLED IN HARDENED
CONCRETE.
4. VERIFYING USE OF REOUIRED
DESIGN MIX.
5. AT THE TIME FRESH CONCRETE IS
SAMPLED TO FABRICATE SPECIMENS
FOR STRENGTH TESTS. PERFORM
SLUMP AND DETERMINE THE
TEMPERATURE OF THE CONCRETE.
6. INSPECTION OF CONCRETE AND
SHOTCRETE PLACEMENT FOR
PROPER APPLICATION TECHNIQUES.
7. INSPECTION FOR MAINTENANCE OF
SPECIFIED CURING TDIPERATIJRE
ANO TECHNIQUES.
8. INSPECT FORMWORK FOR SHAPE,
LOCATION ANO DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.
9. INSPECTION OF EPOXY ANCHORS.
ACI 318: J.5,
7.1-7.7
ACI 318:
8.1 .3,
21.2.8 ACI 318: 3.8.6, 8.1.3,
21.2.8 ACI 318: Ch.4,
5.2-5.4
ASTM C 172
ASTM C 31
ACI 318:
5.6, 5.8
ACI 318: 5.9,
5.10 ACI 318:
5.11-5.13
ACI 318:
6.1.1 ACI 318:
0.9.2.2 1910.-4
190S.5,
1909.1
1909.1
1904.2
1910.2,
1910.3
1910.10
1910.6,
1910.7,
1910.8
1910.9
BY: I APP'VD·
SPECIAL INSPECTIO N & BM P's
ta Special Requirements and Minimum
Construction
Standards
BA-5
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-
(949) 361-6100 f ax (949) 361-828! • wwwsan•demente erg ta POLLUTION PREVENTION IBI-27
FOR
CONSTRUCTION
All construction proj ects r egardless of size ar e
r equired, at a minimum, t o implement an eff ective
combination of er osion and sediment control methods
and follow Best Management Practices (BMP's) during
the construction pr ocess.
Construction sites need t o follow good housekeeping
pract ices in order to prevent pollutants from entering t he storm drains.
Typical construction site issues t o address include:
St ockpile Management Concr et e & Mortar Wast e Management Solid Wast e Management Sanitary / Septic Wast e Management Hazardous Mat erials - Delivery, St orage & Use
CityofSonCIC"'<nle Boild'"']t:,Msion,910C..He Neqocio.Sui1':IOO,SonClemonte, C,O. 92673 Phon,:(949)361-6100 F0-"(9-49)361-8281 · ~
.IJii@§> 6HUTTONCENTRE DRIVE SUITE1250 SANTAANA,CA92707 :m::m:11111 -Ui#il4Fl· 14-ffii-lHI
BMP• : Easy Solut ions for K-plng Our Ocean Waters Clean Bn1~~(8~~)•0<tivi1ia-•JOOd~in<ri<a.pol--"" ~-"'1<'i---·-~M>ny8'-!P$arc-,,and....,._;w, c ... tru<ao1>,...ohoo>1c1fol1oo,,._opo_..,_~,,.,.,,_.,,._,,,_., ""'11n1 .,._,.tWp-,our.......,._,._....-fanilia'-.-l• felrand-loeal-,- ftoskP!!tM • Prooe<loll~flom--"""°"-.. ______ ""-
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e City ofSanClemente
~,.
l'hoh, (94'J}361-6100 Fax. (949)361-82lll
rn,c.ocg
SPECLo\L INSPECTION FORM
PERMIT NO:
Projc<t~ 620AVENIOADELt.£.4.R
J>ropa-ty O..- CITY OF SAN CLEMENTE
~ _jfilC S. NEWMAN, S.E.
PlanRe>.,,. P,otccHSo 818-0611
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RECORD
DRAWINGS
2-24-2021
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" Project No. 16530 SHEET 14 c::(
R E V I S I O N S I I R E F E R E N C E S I ,--- ;,;;o,ALs --, I CITY O F SAN CLEMENTE DF 25
)25,1)250$7,2121/<
148
NAILING SCHEDULE NOTES
o) COMMON OR BOX NAILS MAY BE USED EXCEPT WHERE OTHERWISE STATED. b) NAILS SPACED AT a· ON CENTER AT EDGES, 1 r AT INTERMEDIATE SUPPORTS EXCEPT 6" AT SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEARW.Al.LS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING. c) COMMON OR DEFORMED SHANK. d) COMMON e) DEFORMED SHANK f) CORROSION-RESISTANT SIDING OR CASING NAILS
g) FASTENERS SPACED 3" ON CENTER AT EXTERIOR EDGES ANO 6" ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6" ON CENTER ON THE EDGES AND 1 r ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.
h) CORROSION-RESISTANT ROOFING NAIL$ WITH 7/16" DIAMETER HEAD ANO 1 1/2" LENGTH FOR 1/2" SHEATHING AND I 3/4" LENGTH FOR 25/32" SHEATHING. i) CORROSION-RESISTANT STAPLES WITH NOMINAL 7 /16" CROWN AND 1" CROWN ANO 1 1/4" LENGTH FOR 1/2" SHEATHING AND 1 1/r LENGTH FOR 25/;52• SHEATHING.
PANEL SUPPORTS AT 16• (20" IF STRENGTH AXIS IN THE LONG DIRECTION OF THE
PANEL, UNLESS OTHERWISE MARKED)
j) CASING (1 1/2" )( 0.080") OR FINISH 1 1/2" )( 0.072" NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE SUPPORT
k) PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES 12" AT INTERMEDIATE SUPPORTS.
I) FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/r )( 0.113") ARE THE MINIMUM REQUIRED FOR 3/8" WOOO STRUCTURAL PANELS, 10d NAILS (3" )( 0.148") ARE THE MINIMUM REQUIRED FOR 1/2" WOOD STRUCTURAL PANELS. m) STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7 /16".
n) FOR ROOF SHEATHll'K. APPLICATIONS, FASTENERS SPACED 4" ON CENTER AT EDGES. 8" AT INTERMEDIATE SUPPORTS.
o) FASTENERS SPACED 4• ON CENTER AT EDGES, a · AT INTERMEDIATE SUPPORTS FOR SU8FLOOR ANO WAU. SHEATHING ANO 3" ON CENTER AT EDGES, 6" AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
p) FASTENERS SPACED 4" ON CENTER AT EDGES, 8" AT INTERMEDIATE SUPPORTS.
BY: I APP'\'1>: -~
NAILING SCHEDULE - TABLE 2304.9.1
CONNECTION NAILING
1. JOIST TO SIU. OR GIRDER TOENAIL 3-8d COMMON
2. BRIDGING TO JOIST TOENAIL EACH ENO 2-Sd COMMON
3. 1 °)( 6" SUBf'LOOR OR LESS TO EACH JOIST, FACE NAIL 2-Sd COMMON
4. WIOER THAN 1°)( 6" SU8FLOOR TO EACH JOIST, FACE NAIL 3-Sd COMMON
5. 2· SUBFLOOR TO JOIST OR GIRDER, BLINO ANO FACE NAIL 2-16d COMMON
6. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16" O.C.
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d AT 16" O.C.
7. TOP Pl.ATE TO STUD. ENO NAIL 2-16d COMMON
8. STUD TO SOLE PLATE, TOENAIL 4-Sd COMMON
9. OOUBLE STUOS, FACE NAIL 16d AT 24" O.C.
10. OOUBLE TOP Pl.ATES, FACE NAIL 16d AT 16" O.C.
OOUBLE TOP PLATES, LAP SPLICE 12-16d
11. BLOCKING BE'TWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL 3-Sd COMMON 12. RIM JOIST TO TOP PLATE, TOENAIL 8d at 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d COMMON 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON AT 16" O.C. ALONG EDGE 15. CEILING JOISTS TO Pl.ATE, TOENAIL 3-Sd COMMON 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-Sd COMMON 17. CEILING JOIST, LAP OVER PARTITIONS, FACE NAIL 3-16d COMMON 18. CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-16d COMMON 19. RAFTER TO PLATE, TOENAIL 3-Sd COMMON
20. 1" DIAGONAL BRACE TO EACH STUO ANO PLATE, FACE NAIL 2-Sd COMMON 21. 1"X8" SHEATHING TO EACH BEARING. FACE NAIL 2-Sd COMMON 22. WIOER THAN I "X8" SHEATHING TO EACH BEARING, FACE NAIL 3-Sd COMMON 23. BUILT-UP CORNER STUOS 16d COMMON AT 24" O.C. 24. BUILT-UP GIROER ANO BEAMS 20d COMMON AT 32" O.C. AT TOP ANO BOT.
STAGGER 2-20d AT ENOS AND AT EACH SPLICE
25. 2" PLANKS 26. COLLAR TIE TO RAFTER 27. JACK RAFTER TO HIP
28. ROOF RAFTER TO
2-8'1' RIOGE BEAM
30. LEDGER STRIP
3 - IOd COMMON (3"1(().148")
4 - 3" )( 0.131" NAILS
4 - 3• 14 GAGE STAPLES
3 - IOd COMMON (3"1(().148")
4 - 3" x 0.131" NAILS
4 - 3" 14 GAGE STAPLES
2 - 16d COMMON (J:I" K 0.162j
3 - 3 " )( 0.131" NAILS
3 - 3" 14 GAGE STAPLES
2 - 16d COMMON (J:l"l(().1 62j
3 - 3" )( 0.131" NAILS
3 - 3" 14 GAGE STAPLES
2 - 16d COMMON (J:I" )( 0.162")
3 - 3" x 0.131" NAILS
3 - 3 • 14 GAGE STAPLES 3 - 16d COMMON (J:1"1(().162")
4 - 3" x 0.131" NAILS
4 - 3 " 14 GAGE STAPLES
3 - 16d COMMON (J:l"l(().162j
4 - 3 " )( 0.131" NAILS 4 - 3" 14 GAGE STAPLES
31. WOOD STRUCTURAL PANELS ANO PARTICLEBOARD:
SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAM!NG):
1/2" ANO LESS
19/32"-3/4"
7/8°-1·
1 1/8"-1 1/4"
COMBINATION SUBFlOOR - UNDERLAYMENT (TO FRAMING):
3/4" ANO LESS
7/8"-1"
1 1/8"-1 1/4"
32. PANEL SIDING (TO FRAMING):
1/2" OR LESS
5/16"
33. FIBERBOARD SHEATHING:
1/2"
25/32"
34. INTERIOR PANELING
1/4"
3/8"
2-16d COMMON AT EACH BEARING
FACE NAIL
TOENAIL
FACE NAIL FACE NAIL FACE NAIL FACE NAIL FACE NAIL
6dc,I
.. , OR 6de
...
,oa' OR Sde
...
...
10d d OR Sde
...
...
No. 11GA. h
6d COMMON
No. 16GA. I No. 11GA. h
8d COMMON.
No. 16GA, I
.. 1 .. ,
DBL 2x TOP PLATES
(TYP., U.N.O.)
END NAIL
(4) 16d O 4x4
(6) 16d O 4,6, 4,8 -+-11--+1+---1 II Ill
2x BLK'G AT MID HT
OF STUDS 1 O' TALL
DBL STUDS AT DOOR
OR WINDOW OPENINGS
END NAIL (3) 16d 11 11 l±R, ,; I,+
A35 FRAMING
ANCHOR EA. SIDE
ANCHOR BOLTS
TYPICAL FRAMING AT STUD WALL
A35 FRAMING ANCHOR TOP AND BOT.
NOT TO SCALE s-0·13Is_-:013
DBL 2x TOP PLATES
(TYP., U.N.O.)
END NAIL
(4) 16d O 4)(4
(6) 16d O 4,6. 4,8 11 11 --::._w i I i I il
2x BLK'G AT MIO HT
OF STUDS 10' TALL
DBL STUDS AT DOOR
OR WINDOW OPENINGS
A35 FRAMING
ANCHOR EA. SIDE
~-111 EXPANSION+ I I I I ~ I I I I
ANCHORS O 32"
O.C. 4" EMBED
A35 FRAMING ANCHOR TOP
AND BOT.
HEADER AT NEW WALL {2')
NOT TO SCALE S-11~I§.-013
--------
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN DATE: TYPICAL WOOD DETAILS DRAWING NO: z :;::;:: MARINE SAFETY BUILDING REPAIRS S-013 6 HllTTON CENTRE DRIVE SUJTE1250 SANTA/JljA,CAf/1..707
(71•)70&-6890
CHECKED BY: COD
SEE SHEET 1 25 Project No. 16530 SHEET 15 <(
R E V I S I O N S R E F E R E N C E S C m>RO"LS l ' CITY OF SAN CLEMENTE OF 25 )25,1)250$7,2121/<
149
LEGEND
c::==:J
l222222Z:I
c=:::z::::::J
:,,I"' {~
ROLLUP DOOR
MAINTENANCE
~I"' ,~ ~>
REBUILD WOOD DECK REMOVE WOOD CATWALK
DEMO WALL & HEADER TO
RELOCATE DOOR
REMOVE WOOD GUARDRAIL
REMOVE CONG. WALK OR PARTIALLY
DEMO CONG. WALK
60'-Q"
V.1.F.
CONG. PAVING
STORAGE CLOSET
STORAGE CLOSET
60'- 0"
V.I.F.
SEE PHOTO ON SHEET G-012
GARAGE DOOR
JUNIOR GUARDS
DESCRIPTION BY: IAPP'W:
-~
6 HUTTON CENTRE DRIVE
SUITE 1250 SANTAl>HA.Co\ 92707
(71.) ro&,.6890
2 132'-6"
v.i"F.""
........,_
24'-6"
V.I.F.
GARAGE DOOR
UNIT GARAGE
61'-6"
V.I.F.
CONG. PAVING
MEN'S LOCKER ROOM
WOMEN 'S LOCKER ROOM
WOMEN'S TOILIT
JANITOR~
STORAGE ROOM --------
REMOVE WOOD ___----1 LADDER IN TOWER
TRAINING ROOM
/'
24'-6"
V.I.F.
REMOVE WOOD
CATWALK & CABLE RAILING SEE (1\
sDTTfil='411
'
CHIEF'S OFFICE
@
DEMOLITION FLOOR PLAN
SCALE, 1i" - 1 '-D"
ENQNEERING SCALE: AS SHOWN
DRAYoN BY: MIJ DESIGNED BY: ESN
CHECKED BY: COD
DATE:
5/1 5/ 19 5/1 5/1 9
REVISIONS R E F E R E N C E S (SEE SHEET 1 CF 25) APPROVALS 37'-Q"
V.1.F.
MEN'S SHOWER ROOM
MEN'S TOILET
FIRST AID ROOM
15'-6"
'"""v.iT.
~>
5• 10·
,;,o· - ,·-o·~
RECORD
DRAWINGS
2-24-2021
20'
DEMOLITION FLOOR PLAN
MARINE SAFETY BUILDING REPAIRS 8D112 I Project No. 16530 I SHEET 16 CITY OF SAN CLEMENTE OF 25
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LEGEND
50•-oV.I.F.
r
(E) CONCRETE STEM
WALL & SPREAD
FOOTING (lYP.)\
REPAIR CONCRETE BEAM & SLAB PER ffi
s-f1Fs12
TYP. ,,-REPAIR (5)
CONCRETE PILES
PER LL'\
s-~s11
TYP.
TYP. ,t,,
REMOVE, STORE,
PROTECT &
REINSTALL (E)
CALJTION SIGNAGE
REPAIR CONCRETE L
BEAM, CURB &
SLAB PER~
s-f1Fs12
TYP.
50•-oV.I.F.
r (E) CONCRETE SLAB (TYP.)
/ ,rREPAIR CONCRETE
BEAM, CURB &
SLAB PER(3\
s-f1Fs12
TYP.
PILE (E) 14-fl (TYP.CONC ) $
S-1 ,3S-511
(===:] REPAIR CONCRETE BEAM
0 [===:]
REPAIR CONCRETE PILE
SEE PHOTO ON SHEET G-O12 CONCRETE BEAM SURFACE PATCHING ,Q
2 132'-6'"
24'-6_
V.I.F.
24•-sV.I.F.
FOUNDATION PLAN
SCALE, ,t" - 1'-0'
61'-6'"
11.iT.
9 Q,\!
37'-0'" 6'-o'" s·-0-
V.I.F. v.1.F. V.I.F.
ft REPAIR CONCRETE BEAIM C) PER~ ,.... S-111S-512 I
j-... TYP.
(E) 12'"fl TIMBER PILE
(TYP.)
V.I.F.
im.,;
r (E) CONCRETE OECK
REMOVE (E) 12-fl TIMBER PILE /
& REPLACE W/ (N) STEEL
PIPE PILE PER~
s-fi¥-s11
,s·-6- I s'-o'"
V.1.F. 1 V.1.F.
9) OQ
1. PAINT EXTERIOR OF ALL EXPOSED CONCRETE
BEAMS TO MATCH COLOR OF SIDING.
2. PAINT ALL CONCRETE PILES TO MATCH COLOR
OF ADJACENT BEACH SAND.
·
,1~ ~>
5' 10'
,;,.·- 1·-o·~
~1- 1~
~>
';,-1 · I~ N>
RECORD
DRAWINGS
2-24-2021
20' 30'
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ENGINEERING SCALE: AS SHOl'l,I I DATE: FOUNDATION PLAN DRAWING NO: z BY: I APP'I/D:
=A1!:.CA92TOT CHECl<ED BY: CDD I 5/15/19 <., ""
'"'"'°""""" DSMS ClRAWN BY, MIJ I DESIGNED BY, ESN i ,;,s;l9 •• MARINE SAFETY BUILDING REPAIRS S-111 a:::
• (mJ708--6890 Project No. 16530 SHEET 17 <(
R E V I S I O N S I R E F E R E N C E S csa :;::v~: "> '' •• CITY OF SAN CLEMENTE 25 )25,1)250$7,2121/<
151
LEGEND
c::==:J
l2222Z::ZI
r::=:::=J
c::==:J
ROLLUP DOOR
:-.1 I~ •
i;: >
j-t y-~~~AlffiCRETE CURB .,.....--1 s-11F-s12
MAINTENANCE
~I"' ,~ ~>
REPAIR CONCRETE CURB
PER~
s-r,ps12
NEW WALL & HEADER NEW WOOD GUARDRAIL
TYP.
NEW CONG. WALK OR NEW CONG. DECK SURFACE
REBUILD WOOD DECK
REPAIR CONCRETE CURB
50•-o·
V.I.F.
CONG. PAVING
STORAGE CLOSET
STORAGE CLOSET
REPAIR CONCRETE CURB PER ffi
s-r,ps12
TYP.
50•-o·
V.I.F.
GARAGE DOOR
JUNIOR GUARDS
2 132•-5•
v.i":F."""
..........
24'-6·
V.I.F.
GARAGE DOOR
UNIT GARAGE
V.I.F.
CONG. PAVING
MEN'S LOCKER ROOM
WOMEN'S LOCKER ROOM
WOMEN'S TOIUET
JANITOR~
STORAGE ROOM---------
(N) LADDER ,IN~ TOWER PER ARCH l.
(SECURE PER MANUF.
37•-o·
V.I.F.
RECOMMENDATIONS) .____
TRAINING ROOM
/'v' '
CHIEF'S OFFICE
24'-6·
V.I.F.
FLOOR PLAN
SCALE, jt" - 1'-0"
MEN·s SHOWER ROOM
MEN'S TOILET
FIRST AID ROOM
RECEPTION ROOM
1s·-s·
V.I.F.
MATCH (E)
ELEVATION
6 WALK
5' 10'
J/'6"• 1·-0·~
~511
RECORD
DRAWINGS
2-24-2021
20' 30'
0 (")
LC)
co
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I I ENGINEERING SCALE: AS SHOWN I DATE: FLOOR PLAN DRAWING NO: z DESCRIPTION BY: IAPP'-.0: .idi@§) 6HUTTONCENTREORlVE SUITE1250 SANTAAMA,C.,,92707 (714)708-8890 CHECKED BY: CDD DESIGNED BY: ESN :;::;:: ·• MARINE SAFETY BUILDING REPAIRS S-112 Q:'.'. L........C..... Project No. 16530 SHEET 18 <( SEE SHEET 1 OF 25 { \-1~ I R E V I S I O N S I I R E F E R E N C E S I C APPRO,ALS ) 1ro, CITY OF SAN CLEMENTE OF 25 )25,1)250$7,2121/<
152
71~ 't:;> 4x10
60'-0R
V.1.F.
REMOVE & DISPOSE (E)
ROOFING. INSTALL {N)
ROOFING FELT &
132'-6R
COMPOSmON SHINGLE~
24'-6"
V.1.F.
2x10 0 16" O.C.
ROOF TRUSSES O 24 K o.c.
4x10 ;.,I. I~
~>
REMOVE & REPLACE
~- PLYWOOD ROOF
SHEATHING. REPLACE
ASPHALT SHINGLES W/ NEW
CLASS -A" ASPHALT SHINGLES
SEE/'3
RIDGE LINE
_
I "'u o
:\..-+-
3s·-oCUT OFF 4x1 0 BEAM ENO
FLUSH W/ FASCIA.
TREAT CUT ENO W/
PRESERVATIVE & PAINT TO
MATCH EXISTING.
.liQif;. ALL FRAMING EXISTING UNLESS NOTED OTHERWISE.
2x12 FASCIA (TYP.)
REMOVE & REINSTALL
(E) BIRO DffiRENT
SPRINKLER SYSTEM
AS REQUIRED
so·-oV.I.F.
:E6~i ~~(g) ::a~ mro@ 'f<ER(3'\
S-1~514
32 LOG'S
.2.
/t PLYWOOD I SHEATHING
24•-s"
V.I.F.
2x10 0 15•· O.C.
ROOF FRAMING PLAN
SCALE, ~• - 1 '-D"
61'-6R
V.I.F.
RIDGE LINE
/TOWER
,.
--...........
4,8
y 4,8
4,8
••• .. -
31•-ov.1.F.
ii
II
'i
4,8 4,8
4,8
• ••
s·-oV.I.F.
4x10
2x10 0 24- O.C.
2x10 0 24- O.C.
1---NEW 4x6 HEADER
1s·-sV.1.F.
REPAIR BEAM
ENO PER - A
s-1@s14
TYP.
4x10 4x10
,.
,1~ ~>
""I"' ,~ ~>
lol"' 1--: ;,,>
REMOVE & REPLACE
(E) 2x4 FASCIA PIECE
3K HIGH x 11K LONG
"'I"' ,~ N>
REMOVE & REPLACE
(E) 2x12
FASCIA BOARD. PAINT TO MATCH
EXISTING.
RECORD
DRAWINGS
2-24-2021
,O' 20'
,;w -,·-o·~
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-~
6HUTTONCENTRE DRIVE SUITE1250
SAl'ITAANA.CA92707
(71~)701M1690
ORAWN BY: MIJ CHECKED BY: COD
DESIGNED BY: ESN
Project No. 16530 SHEET 19 <:(
R E V I S I O N S I I R E F E R E N C E S I (SEE :::v~: 2') 1 I CITY OF SAN CLEMENTE 25 DESCRIPTION BY: I APP'W:
)25,1)250$7,2121/<
153
CUT (E) 4x4 BEAMS FLUSH
W/ BUILDING FACE.
REMOVE & DISPOSE
OUTRIGGERS (TYP.)
®-
REMOVE & DISPOSE
(E) 2x4 & 2x6 DECK
BOARDS (lYP.)
©-" '1
0----
l
I I
I
I I
I
I I
I
-- J
: .~
l-~~•~
,:]!};
ct
6'-9'"
v:T.F. l 7'-o· v.f:F. t 7'-o· v.[f."
NOTES: 1) TREAT FIELD CUT ENOS OF EXISTING OUTRIGGERS WITH PRESERVATIVE. 2) PATCH & PAINT EXTERIOR TO MATCH EXISTING.
DESCRIPTION BY: IAPP'W:
CATWALK DEMO PLAN @ SCALE:~-= 1•-0• SD12S-411
.i1ff@§) 6HUTTONCENTREORlVE SUITE1250 SANTA AMA,C.,,92707 (714)70!!-6890
REMOVE & DISPOSE
2x6 RIM BOARD
(TYP.)
6'-9'"
v:T.F. t V.1.F.
REMOVE & DISPOSE
(E) WOOD GATE.
REMOVE & REPLACE
(E) WOOD GUARDRAIL
SEE ffi
s-~513
1--1..: 1-: ;,,>
(E) CONG. DECK "I"'
TO REMAIN
REMOVE & DISPOSE
(E) 2x6 OVER 2x12
REPAIR SURFACE OF
(E) CONG. DECK
·~t"
L
REMOVE (E) CAlWAU<,
STEPS & GATE
SLOPE
PER ARCH'L
s-1@13
(N) WOOD DECK
(E) 6x6 BUILDING
COLUMN TO REMAIN
_J
NEW WOOD GUARDRAIL PLAN 2
SCALE, j• • 1•-0• so112.s-r1_21 Sf411
2'
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN 1 DATE: CATWALK FRAMING PLAN DRAWING NO: Z :;::;:: MARINE SAFETY BUILDING REPAIRS S-411 Q'.'. DESIGNED BY: ESN CHECKED BY: COO SEE SHEET 1 OF 25 Project No. 16530 SHEET 20 <(
R E V I S I O N S I I R E F E R E N C E S I C APPRQ,ALS > "" CITY OF SAN CLEMENTE °' 25 )25,1)250$7,2121/<
154
DESCRIPTION
r (E) 12"1& r WOOD DECK TO r r 6" STEP TIMBER PILE CONC. DECK N
I
& SAVE T DGER MAY REMAIN. -•:-=. r"'f::C- lb,., , '"'l.l'. "" -"~ ,. r-" - (E) BEAMS I ----~'----)~1----~:==~- (E) 2• VERTICAL I - = I - 2,6 : 2,6 2,6 4,8
OVER 4x12
@)-
REMOVE (E) TIMBER PILE
(THIS PILE ONLY). MAY
PULL OR EXCAVATE TO
REMOVE. IF PILE BREAKS,
REMOVE STUB TO EL o.o·.
FILL HOLE & COMPACT. =
REMOVE, STORE &
PROTECT EXISTING
CAUTION SIGNAGE
REMOVE, STORE & PROTECT
EXISTING COMPOSITE DECKING &
FASCIA BOARDS FOR REINSTALLATION.
6'-0" 6'-0"
EXISTING DECK DEMO PLAN
SCALE: , .. = 1'-0'' sof121Sf412
REINSTALL (E)
11'-10" 7'-11 "
I H G SUPPLEMENT COMPOSITE ADDITIONAL DECKING. T F T J / (N) FLUSH TRANSITON T (N) BOARDS AS REQ'D l BETWEEN WOOD DECK & coNcRETE DECK I r<N> BEAMs & (E) 12"41 // JOISTS (TYP.)
TIMBER PILE
(E) SAND
r t (TYP ) (N) f2,8 LEDGER (N) 2,8 LEDGER (N) 2,8 LEDGER (N) 2,8 LEDGER r (N) FLUSH TRANSITION U'l 2x8 01•....1 2x8 SLOPE 2x8 SLOPE 2x8 SLOPE BETWEEN DECK AND c;S 0 <0 co LEVEL ro -~ 8 {5 AS REQ'D AS REQ'D co AS REQ'D <0 CONC. WALK I • 1 ,:. ,:. --_ ,:. g ct: PER ARCH'L PER ARCH'L ,:. PER ARCH'L ,:. .., v 2x8 2x8 _ (/) 2x8 2xB (E) CONC.
- 4x10 4x10 I -""-'.W..~..U..LI.>->,-"=------~~ 4x10 ( WALK @)-~s·-10· LL~,•-9• 8'-s" 5•-s· J 5•-s· \ (N) 5•41 STEEL (N) GUARDRAIL PIPE PILE (N) SIMPSON HTT4 TIENSION TIE (TYP.)
S-~511 n • A. BOLT TO 4,10 S-4~ 13 APPROVED EQUAL JOIST HANGER OR SEE 2 REINSTALL (E) W/ (18) 16d NAILS TO 4x8 & 1 (N) SIMPSON LUS48 CAUTION SIGNAGE • JOIST HANGER OR (N) SIMPSON LUS28
OR APPROVED EQUAL (TYP.) APPROVED EQUAL
(TYP. ON SOUTH END) TYP. (TYP.) (E) SAND
= 1. ALL NEW WOOD SHALL BE PRESSURE TREATED.
2. ALL BRACKETS & JOISTS HANGERS SHALL BE GALVANIZED.
3. ALL BOLTS SHALL BE HOT DIP GALVANIZED.
4. ALL SCREWS SHALL BE TYPE 316 STAINLESS STEEL.
5. PAINT DECK FRAMING TO MATCH EXISTING.
NEW DECK FRAMING PLAN @ S-112 S-412
SCALE, ~- a 1•-0•
,.
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE: AS SHOWN 1 DATE: DECK FRAMING PLAN DRAWING NO: Z :;::;:: MARINE SAFETY BUILDING REPAIRS S-412 Q'.'.
BY: IAPP'-.0: idi@§) 6HUTTONCENTREORlVE SUITE1250 SANTA AMA,C.,,92707 (T14)7Dll-6890 DESIGNED BY: ESN CHECKED BY: CDD SEE SHEET 1 OF 25 Project No. 16530 SHEET 21 c::( R E V I S I O N S I I R E F E R E N C E S I C APPRO,ALS ) !ftiR CITY OF SAN CLEMENTE °' 25 )25,1)250$7,2121/<
155
~l".J
lo« it 6" MIN. PAST
DETERIORATION
SANO ELEV. VARIES
WITH SEASON ANO
STORM ACTIVITY
. _,.. t. .
ELEVATION
(E) CONC. BEAM
·; ~~o~E;i~ rtg:~~• :
• • cgR FIEL~Gl~~R
APPROVED EQUAL)
•.
(N) a- SIMPSON STRONG-TIE
FX-70 CORROSION FREE
FIBERGLASS PILE JACKET (OR ENGINEER APPROVED EOUAL)
EXCAVATE SAND AS REO'O TO INSTALL PILE JACKET
(E) CONCRffi PILE
REMOVE LOOSE &
DETERIORATED MATERIAL
llilIES;
1. WORK LOW TIDE WINDOWS WHENEVER PRACTICAL. CONTACT CITY MIN. OF 14 DAYS IN ADVANCE FOR PERMISSION IF OUTSIDE OF TYPICAL WORK HOURS.
2. EXCAVATE SANO AS NEEDED FOR ACCESS. THIS SITE AND EXCAVATIONS ARE PRONE TO TIDE, WAVE & STORM INUNDATION. PROTECT WORK AREAS AS APPROPRIATE.
J. CLEAN & ROUGHEN INTERFACE FOR NEW WORK.
4. INSTALL AS SHOWN AND PER MANUFACTURER'S LATEST SPECIFICATIONS .
5. PROVIDE TARPS AND DROP CLOTHS AS NECESSARY TO PREVENT ANY CONSTRUCTION MATERIAL FROM COMING IN CONTACT WITH BEACH OR OCEAN.
6. AFTER JACKET IS IN PROPER POSITION INSTALL SELF DRILLING SELF TAPPING A316 STAINLESS STEEL SCREWS AT 8" O.C.
7. CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING
OR FABRICATING ANY MATERIAL
8. PAINT FIBERGLASS JACKET TO MATCH ADJACENT BEACH SANO.
CONTRACTOR -
FIELD MEASURE
a• WALL 1" = ~~~Kriz~I2; 4 f a• WALL
'\,+ ,Y,Y 2• VOID
NOT TO SCALE
ANCHOR
CONCRETE PILE JACKET REPAIRS
LOCATION LENGTH
GRID G & GRID 1.1 TOP s· GRID G & GRID 1 . .3 TOP 6' GRID G & GRID 2 TOP 5' GRID J & GRID 5 TOP 7' GRID G & GRID 9 TOP 4' Ji·
] FX-763TG'71 :..0
610 S.~ SCREW)
j,______2t__j
lillA!l.....l:.
NOT TO SCALE
o.c.
4" DENSE-GRADED CRUSHED
AGGREGATE BASE COMPACTED
TO 95% RELATIVE COMPACTION
.liOIE;. SLOPE PAVEMENT TO MATCH
ELEVATION OF (E) ADJACENT PAVING.
CONC. WALK PAVEMENT ( 4
SCALE: 1~· = 1'-0" s-11~1s.....:s11
&
(N) TIMBER BEAM
(6) ¾°•,3• S.S.
SCREWS EA. SIDE
0 C")
LC)
co
......
FIBERGLASS PILE JACKET REPAIR
SCALE: j" = 1·-0•
TOOLED JOINT W/ 1/4"
RADIUS CORNERS OR SAWCUT
REINFORCEMENTPER
s-~s12
LAP REINF.
2'-0" MIN.
NOTES:
--~--~---~--~~ ....
WEAKENP PLANE JOINT /WPJ}
.J.." \ •J.J
CONSTRUCTION JOINT /CJ)
1. SLAB JOINTS SHALL OCCUR IN SQUARE OR RECTANGULAR PATTERN W/ 20'-o• MAX BETWEEN JOINTS EA. WAY UNLESS OTHERWISE NOTED ON PLAN.
2. SAWCUT WITHIN 12 HOURS OF STARTING POUR.
CONCRETE WALK JOINTS
NOT TO SCALE S-11_2IS:-511
BY: I APP.VD: .i'.1ti&§)
S-i11ISf511
6HUTTONCENTRE DRIVE SUITE1250 SANTAAMA.CA92707 (714)708-6890
REPAIR (E) PILES
PER PLAN
BUILDING CROSS SECTION (3
SCALE, r,;• = 1•-0• S-1 \,iS~511
SANO VARIES
-,~~~v
DRIVE PILE TO INSTALL
EL +2.5'
= 1. PAINT STEEL PIPE TO MATCH ADJACENT BEACH SAND.
PIPE PILE TO BEAM CONNECTION _2_
SCALE, 1j• = 1·-0• S-111,S-41_2IS_...:511
BEAMS PER PLAN
RECORD
DRAWINGS
2-24-2021
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ENGINEERING SCALE; AS SHOWN 1 DATE: PILE DETAILS DRAWING NO: Z :;::;:: MARINE SAFETY BUILDING REPAIRS S-511 0::: CHECKED BY: CDD (SEE SHEET 1 OF 25 Project No. 16530 SHEET 22 ,<(
R E V I S I O N S I I R E F E R E N C E S I APPRO>ALS I ' CIT Y OF SAN CLEMENTE OF 25 )25,1)250$7,2121/<
156
CONCRETE BEAM & CURB REPAIR INSTRUCTIONS
1) SAWCUT 1" DEEP AT EDGES OF REPAIR AREA. REMOVE DETERIORATED (WEAK OR DELAMINATED) CONCRETE.
2) REMOVE &: DISPOSE OF CONCRETE USING 25# MAX. HANOHELO
ELECTRICAL CHIPPING HAMMERS, AIR CHISELS, NEEDLE GUNS OR SIMILAR WHICH DOES NOT DAMAGE THE SUBSTRATE TO REMAIN.
3) THE REMOVAL METHOD SHALL ABRADE CONCRETE SURFACE TO EXPOSE CLEAN AGGREGATE (ACHIEVE CSP-6 MIN. ON ACI SURFACE PREP GUIDELINES SCALE). 4) MECHANICALLY CLEAN ANY REINFORCING STEEL EXPOSED TO REMOVE ALL TRACES OF RUST. APPLY SIKA ARMATEC 110 EPOCEM TO EXPOSED REINFORCING BARS PER MANUFACTURER'S INSTRUCTIONS.
5) PRESSURE WASH (250 PSI MIN.) ENTIRE REPAIR AREA TO REMOVE All DUST, OIL, GREASE & DEBRIS. SATURATE SURFACE WITH CLEAN WATER.
LET DRY. SURFACE SHOULD BE SATURATED SURFACE ORY (SSD) WITH NO STANDING WATER DURING APPLICATION. 6) INSTALL SUPPLEMENTAL REBAR (SAME SIZE & LOCATION) WHERE EXISTING REINFORCING HAS 25% OR GREATER SECTION LOSS.
7) THE SPECIAL INSPECTOR SHALL OBSERVE THE PREPARATION OF REPAIR AREA PRIOR TO REPAIR MORTAR PLACEMENT. THE SPECIAL INSPECTOR SHALL OBSERVE THE MIXING ANO PLACEMENT OF MORTAR OR CONCRETE.
B) APPLY SIKADUR 32 HI- MOD LPL PER MANUFACTURER'S INSTRUCTIONS TO ENTIRE SURFACE INCLUDING ANY EXPOSED REBAR. APPLY BY
STIFF-BRISTLE BRUSH OR BROOM. MAY SPRAY APPLY WITH GOLDBLATT PATTERN PISTOL OR EQUAL "HOPPER TYPE" EQUIPMENT. WORK THE
BONDING SLURRY WELL INTO THE SUBSTRATE TO ENSURE COMPLETE COVERAGE OF SURFACE IRREGULARITIES.
9) FOR REPAIRS :S:: 3" DEEP, THOROUGHLY MIX SIKATOP 123 PLUS PER
MANUFACTURER'S INSTRUCTIONS USING PROPER PROPORTIONS OF THE TWO COMPONENTS. APPLY NEW SIKATOP 123 PLUS PER
MANUFACTURER'S INSTRUCTIONS WHILE BONDING AGENT IS STILL WET.
SCRUB MATERIAL INTO THE SUBSTRATE, FILLING ALL PORES AND VOIDS.
FORCE MATERIAL AGAINST EDGE OF REPAIR, WORKING TOWARDS CENTER.
CONSOLIDATE MATERIAL.
10) FOR REPAIRS > Y DEEP, INSTALL FORMS & PLACE 5,000 PSI CONCRETE WHILE BONDING AGENT IS STILL WET.
11) IMMEDIATELY AFTER FINISHING, COMMENCE MOIST CURING WITH FINE
MIST OF WATER OR APPLY CURING COMPOUND IF NO ADDITIONAL MORTAR LIFTS WILL BE PLACED.
12) PAINT ALL EXPOSED EXTERIOR CONCRETE BEAMS TO MATCH COLOR OF SIDING.
CONCRETE DECK & SLAB REPAIR INSTRUCTIONS
1) SAWCUT ½" DEEP AT A 10" GRID WITHIN THE REPAIR AREA. 2) REMOVE & DISPOSE OF ~- MIN. CONCRETE USING 40# MAX.
HANDHELD CHIPPING TOOLS OR ELECTRICAL CHIPPING HAMMERS,
AIR CHISELS, NEEDLE GUNS OR SIMILAR WHICH DOES NOT DAMAGE THE SUBSTRATE TO REMAIN.
3) REMOVE DETERIORATED (WEAK OR OELAMINATED) CONCRETE.
4) THE REMOVAL METHOD SHALL ABRADE CONCRETE SURFACE TO
EXPOSE CLEAN AGGREGATE (ACHIEVE CSP-6 MIN. ON ACI
SURFACE PREP GUIDELINES SCALE).
5) MECHANICALLY CLEAN ANY REINFORCING STEEL EXPOSED TO
REMOVE ALL TRACES OF RUST. APPLY SIKA ARMATEC 110 EPOCEM
OR APPROVED EQUAL TO EXPOSED REINFORCING BARS PER
MANUFACTURER'S INSTRUCTIONS. IF MORE THAN HALF OF THE BAR DEPTH IS INITIALLY EXPOSED. EXPOSE THE ENTIRE BAR SO THAT THE NEW MATERIAL CAN COMPLETELY SURROUND THE BAR.
6) PRESSURE WASH (250 PSI MIN.) ENTIRE REPAIR AREA TO REMOVE ALL DUST, OIL, GREASE & DEBRIS. SATURATE SURFACE WITH
CLEAN WATER. LET DRY. SURFACE SHOULD BE SATURATED SURFACE DRY (SSD) WITH NO STANDING WATER DURING APPLICATION.
7) INSTALL SUPPLEMENTAL REBAR (SAME SIZE & LOCATION) WHERE EXISTING REINFORCING HAS 25?: OR GREATER SECTION LOSS.
B) THE SPECIAL INSPECTOR SHALL OBSERVE THE PREPARATION OF REPAIR AREA PRIOR TO REPAIR MORTAR PLACEMENT. THE SPECIAL
INSPECTOR SHALL OBSERVE THE MIXING AND PLACEMENT OF
MORTAR.
9) APPLY SIKADUR 32 HI- MOD LPL OR APPROVED EQUAL PER
MANUFACTURER'S INSTRUCTIONS TO ENTIRE SURFACE INCLUDING ANY EXPOSED REBAR. APPLY BY STIFF- BRISTLE BRUSH OR
BROOM. MAY SPRAY APPLY WITH GOLDBLATT PATTERN PISTOL OR EQUAL "HOPPER TYPE" EQUIPMENT. WORK THE BONDING SLURRY
WELL INTO THE SUBSTRATE TO ENSURE COMPLITE COVERAGE OF
SURFACE IRREGULARITIES.
10) THOROUGHLY MIX SIKATOP 122 PLUS OR APPROVED EQUAL PER
MANUFACTURER'S INSTRUCTIONS USING PROPER PROPORTIONS OF THE TWO COMPONENTS.
11) APPLY NEW SIKATOP 122 PLUS PER MANUFACTURER'S
INSTRUCTIONS WHILE BONDING AGENT IS STILL WET. SCRUB
MATERIAL INTO THE SUBSTRATE, FILLING ALL PORES AND VOIDS.
FORCE MATERIAL AGAINST EDGE OF REPAIR, WORKING TOWARDS
CENTER. CONSOLIDATE MATERIAL.
12) SLOPE NEW FINISH SURFACE TO MEET ARCHITECTURAL
REQUIREMENTS.
13) IMMEDIATELY AFTER FINISHING, COMMENCE MOIST CURING WITH
FINE MIST OF WATER OR APPLY CURING COMPOUND IF NO
ADDITIONAL MORTAR LIFTS WILL BE PLACED.
BY: I APP'VD:
:~1 ,:
.!. ~
(E) DRYWALL ~ * ~
(E) 2x4 WALL --l,. ,_,,,- (E) EXTERIOR
(E) A. BOLT FINISH
... (E) CONC. CURB-...._ TI
(E) CONC. SLAB
i!:1 (E) CONC. BEAM
(E) CORRODED #6 U DOWELS (WHERE OCCURS)
(E) SHOTCRETE REPAIRS
(E) CORRODED (3) #6 (WHERE OCCURS)
(E) 14 "111 CONC.
!~ .. ~X_'.s,i:~o-CONC. BEAM
s-@512
(N) EXTERIOR
FINISH
1 .- l-·. . N N
g
(E) CONC. BEAM
(E) (3) #6
l:lllIES;
REMOVE LOOSE,
14.. L g~LAS~~~g• ci~c~K~D
REPLACE W/ 7,000 PSI
HIGH STRENGTH EPOXY
POLYMER MORTAR PER REPAIR INSTRUCTIONS
1. FORM OR TROWEL AS REQUIRED.
CONC. BEAM REPAIR - TYPE 2 @ SCALE: 1" • 1'-0" S- 1 1 S- 512 .i'.1ti&§)
REMOVE t OF DETERIORATED
CONCRETE & APPLY ~.. MIN. HIGH STRENGTH EPOXY POLYMER MORTAR
PER REPAIR INSTRUCTIONS
SLOPE PER ARCH'L
Lf
(E) CONC. SL.AB
DECK REPAIR SECTION §_
SCALE• 1~• - 1'-0" S0112,S- 11_2 IS:-512
6 HUTTONCENTRE DRIVE
SUITE 1250
SANTAAMA.CA 92707
(71 4)70!!-6890
REMOVE LOOSE, DEL.AMINATEO,
CRACKED OR SPALLED SL.AB
CONC. & REPLACE W/ 7,000
PSI HIGH STRENGTH EPOXY
POLYMER MORTAR PER
REPAIR INSTRUCTIONS
(N) EXTERIOR
FINISH
(N) ~•• A. BOLT
0 32", 6" EMBED.
_
-HIU.:
VARIES
REMOVE LOOSE, DELAMINATED,
CRACKED OR SPALLED SLAB
CONC. & REPLACE W/ 7,000
PSI HIGH STRENGTH EPOXY
POLYMER MORTAR PER
REPAIR INSTRUCTIONS
(N) EXTERIOR
FINISH
'::;! ~I"'
VARIES
8" TO 11 "
V.I.F.
B" TO 11"
V.1.F.
INSTALL (3) #6.
SEE NOTE 3.
(E) 14 "111 CONC.
NOTES:
------'i,
REMOVE LOOSE, CRACKED
OR SPALLED BEAM & PILE CONC. & REPLACE W/
5,000 PSI CONCRITE.
1. FORM REPAIR & SHORE ADJACENT DECK SL.AB AND WALL AS REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING REPAIR.
2. REPAIR SHALL BE CONTINUOUS ACROSS CONC. PILES.
3. DOWEL (2) /16 BARS INTO PILE IN l"I& HOLES FILLED W/ DEWALT POWERS AC200+ EPOXY, 4" EMBED, 5" MIN. SPACING & 3" MIN. EDGE DIST. SPEC. INSP. REQ'D (ICC- ES ESR- 4027) OR EQUAL. REMOVE LOOSE PILE CONCRETE ANO PLACE ( 1) #6 ON OCEAN SIDE OF PILE, 1" MIN. CLR OF PILE, 3" CLR OF EXTERIOR.
[SECTION AT PILE]
CONC. BEAM & CURB REPAIR - TYPE 1 (3
SCALE: 1" = 1'-0" S- 111, S- ft2IS:-512
CONCRITE BEAM REPAIRS
LOCATION
GRID 1 BETWEEN F & G GRID G BETWEEN 1 & 2 GRID 4 BETWEEN F.5 & G GRID G BETWEEN 4 & 5 • FIELD VERIFY
CLEAN EXPOSED
REBAR
INSTALL SUPPLEMENTAL
(3) #6 WHENEVER MORE
LENGTH •
14'-0"
60'-0"
7'- 10"
4'-10"
3"±
' v.1.F.
,·
THAN 25% OF BAR CROSS I SECTION IS DETERIORATED.~ ~tt .. =
~?- 0 0
l 18" (LINE G)
16" (LINE 4)
lYPE
2 1
3 3
"f:o_ w "'~ Z Ow :::i rz
- :::J
REMOVE LOOSE,
CRACKED OR SPALLED CONC.
& REPLACE W/
5,000 PSI CONCRETE.
1. FORM REPAIR & SHORE ADJACENT DECK SL.AB AS REQUIRED.
2. REPAIR SHALL BE CONTINUOUS ACROSS CONC. PILES.
3. LAP NEW TO EXIST BARS PER TABLE ON S- 011.
4. IF INSUFFICIENT SPACE, WELD SPLICES ARE PERMITTED IF A706 REBAR IS USED.
CONC. BEAM REPAIR - TYPE 3 @ SCALE: 1" = 1'- 0" S-111 S-512 -----4
INSTALL (3) #6 REMOVE LOOSE, CRACKED OR SPALLED BEAM & PILE CONC. & REPLACE W/ 5,000 PSI CONCRETE.
NOTES:
1. FORM REPAIR & SHORE ADJACENT DECK SLAB ANO WALL AS REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING REPAIR.
2. REPAIR SHALL BE CONTINUOUS ACROSS CONC. PILES.
3. REFER TO DETAIL 3 ON THIS SHEET FOR ADDITIONAL INFORMATION. [SECTION AT MIDSPAN OF BEAM]
CONC. BEAM & CURB REPAIR - TYPE 5-
SCALE: 1" = 1'-0"
REMOVE LOOSE, OEL.AMINATED,
CRACKED OR SPALLED CURB
CONC. & REPLACE W/ 7,000
s - 111, s - n.2 Is :-S12
(N) EXTERIOR
FINISH
" ; PSI HIGH STRENGTH EPOXY POLYMER MORTAR PER REPAIR INSTRUCTInt..1c::
n,-., '-._ 1-:1[ f"'____lj. t . ·' . ..... -.. ,
=
CLEAN EXPOSED
REBAR
1. FORM REPAIR & SHORE ADJACENT DECK SLAB ANO WALL AS
REQUIRED TO ADEQUATELY SUPPORT STRUCTURE DURING REPAIR.
2. LAP NEW TO EXIST BARS PER TABLE ON S-011.
3. IF INSUFFICIENT SPACE, WELD SPLICES ARE PERMITTED IF A706 REBAR IS USED.
CONC. CURB REPAIR (7
SCALE: 1" = 1'- 0" S-11_2ls:-512
RECORD
DRAWINGS
2-24-2021
0 C")
LC)
co
......
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ENGINEERING SCALE; AS SHOWN 1 DATE: FOUNDATION DETAILS DRAWING NO: Z C :;::;:: MARINE SAFETY BUILDING REPAIRS S-512 0::: HECKED BY: CDD (SEE SHEET 1 OF 25 Project No. 16530 SHEET 23 ,<(
R E V I S I O N S I I R E F E R E N C E S I APPRO>ALS I ' CIT Y OF SAN CLEMENTE OF 25 )25,1)250$7,2121/<
157
TYP.
121 s· 1 3.1 3.1 s· 1"1
WHERE REQ'D, I-= ,=:;:::: ----
+---~ SECURE P.T. BLOCK ~+- 1 TO TOP OF PILE W/ (N) 4x10 P.T. TIMBER BEAM 0:. g g g I is
<.> ii'
.Eill'@Q!:!
TIMBER PILE TO BEAM CONNECTION
SCALE: 1~·"' 1·-0· s-41_2Is_....:513
2x6 P.T. TOP RAIL
4x4 P.T. POST
o J'-s· o.c.
4x10 BEAM
¼ •MAX. SPACING
BETWEEN DECK
BOARDS rt: \ SL~:~ ~c:.t \__REINSTALL (E) 1x6
COMPOSITE DECKING t USE EXISTING SCREW HOLES I& GALV. POWERS SCREW-BOLT + 0 35• 0.C 1 EMBED 4• (ICC-ES ESR-3889) SPEC. INSP. REQ'D WHERE 4x8 INTERSECTS THE LEDGER, INSTALL ONE ADDITIONAL BOLT EA. SIDE OF LEDGER (E) LEDGER {WHERE OCCURS)
(E) CONC. BEAM
JOIST HANGER
& TENSION TIE
BEYOND
.llillE;_ ALL WORK IS NEW UNLESS STATED OTHERWISE.
NEW WOOD RAILING SECTION 2_
SCALE: 1" = 1'-0" S-411,S-412I5..:.513
!I~
DESCRIPTION BY: IAPP'W: .lhiff§
(4) COUNTERSUNK
H.D.G. ~•1&x6• LAG
BOLTS. PREDRILL TO
AVOID SPLITTING
TRIM TOP OF
(E) TIMBER PILE (WHERE REQ'D)
(N) GALV. STEEL PLATE
REINSTALL (E) FASCIA BOARD
(2) g•• GALV.
THRU-BOLTS W/ GALV.
WASHERS EA. SIDE
6 HUTTON CENTRE DRIVE
SUITE1250 SANTAl>NA.CA92707 (714)708-8890
CUT (E) 4x4 0 FACE Of
BUILDING & REMOVE
OUTRIGGERS. TREAT WITH
WOOD PRESERVATIVE &
PAINT CUT ENOS.
T=
FIELD VERIFY
,/'r- _ (E) BLOG
CATWALK DEMO SECTION
SCALE: 1• = 1·-0•
BUILDING PAPER
ISOLATION BARRIER
n\~J:;0 1g1
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160
CITY OF SAN CLEMENTE
910 CALLE NEGOCIO STE 100
SAN CLEMENTE, CA 92673
HUGH NGUYEN
CLERK-RECORDER
Office of the Orange County Clerk-Recorder
Memorandum
SUBJECT: NOTICE OF EXEMPTION
The attached notice was received, filed and a copy was posted on 03/21/2023 It remained posted for 30 (thirty) days.
Hugh Nguyen
Clerk - Recorder
In and for the County of Orange
By: Carina Cortes Deputy
Public Resource Code 21092.3
BIRTH AND DEATH RECORDS
FICTITIOUS BUSINESS NAMES
MARRIAGE LICENSES/RECORDS
NOTARY REGISTRATION
ORANGE COUNTY ARCHIVES
PASSPORTS
PROPERTY RECORDS
The notice required pursuant to Sections 21080.4 and 21092 for an environmental impact report shall be posted in the office of the County Clerk of each county*** in which the project will be located and shall remain posted for a period of 30 days. The notice required pursuant to Section 21092 for a negative declaration shall be so posted for a period of 20 days, unless otherwise required by law to be posted for 30 days. The County Clerk shall post notices within 24 hours of receipt.
Public Resource Code 21152
All notices filed pursuant to this section shall be available for public inspection, and shall be posted *** within 24 hours of receipt in the office of the County Clerk. Each notice shall remain posted for a period of 30 days. *** Thereafter, the clerk shall return the notice to the local lead agency *** within a notation of the period it was posted. The local lead agency shall retain the notice for not less than nine months.
Additions or changes by underline; deletions by***
(714) 834-2500 ♦ FAX: (714) 834-2675 ♦ OCRECORDER.COM ♦ OCARCHIVES.COM ATTACHMENT 4
161
Notice of Exemption
To:
County Clerk
County of _O_ar�nge _________ � _
12 Civic Center Plaza, P.O. Box 238
Santa Ana, CA 92701
30-03\:2\ \2023-02\3
FormD
From: (Public Agency) City of San Clemente
Engineering Division, 910 Calle Negocio, Suite 100
San Clemente, CA. 92673; Attn: Belgin Cuhadaroglu
(Address)
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Project Title: City of San Clemente Marine Safety Building Concrete Repairs ::0
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Project Location - Specific:
620 Avenida Del Mar, San Clemente, California, 92672.
Project Location - City: San Clemente ----------
Description of Nature, Purpose and Beneficiaries of Project:
Project Location - County: Orange
The Marine Safety Building exterior surfaces have deteriorated due to the marine environmental 0 m -0 C:
effects and are in need of repair to prevent the failure of the building. Beneficiaries: Public users of the beach. ;;o - m
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0 Recorded in Official Records, Orange County
Hugh Nguyen, Clerk-Recorder
Name of Public Agency Approving Project:
Name of Person or Agency Carrying Out Project:
Ci
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1 �1
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1 NO FEE I
Exempt Status: (check one)
202385000217 3:35 pm 03/21/23
477 Vitlndx Z01
D Ministerial (Sec. 21080(b)(l); 15268); 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 D Declared Emergency (Sec. 21080(b)(3); 15269(a));
0 Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
!Kl Categorical Exemption. State type and section number: Section 15301, Class 1 c::
z 0 Statutory Exemptions. State code number: -------------------+-----=;--� ln 2
Reasons why project is exempt: ('I �
Consistent with Section 15301, Class 1, the project consists of repairing the deteriorated or damaged struct� fal' §
component of the existing facility. No addition or enlargement or expansion to the existing structure. / f
Lead Agency
Contact Person: Kiel Koger
If filed by applicant:
I. Attach certified document of exemption finding.
0 '}; m ;;o -0 -,
Area Code/Telephone/Extension: {949} 361-6187� �
2. Has a Notice of Exemption been filed by the public agency approving the project? � Yes 0No Signature: --�- ---• --_--�--�-"'_--____ -- _ -_ Date: 3/15/2023 Title: Public Works Director □ Signed by Lead Agency
Date received for filing at OPR: _________ _
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Signed by Applicant Revised 2005
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BY: c. i=::: IY
LETTER OF TRANSMITTAL
City of San Clemente
Engineering Division
Belgin Cuhadaroglu, Associate Civil Engineer
Phone: (949) 361-6128 Fax: (949) 361-8316
To: County Clerk
County of Orange
12 Civic Center Plaza
P.O. Box 238
Santa Ana, CA 92701
Date: March 15, 2023
Subject: Notice of Exemption - Marine
Safety Building Concrete Repairs
Project No.: TBD
THE FOLLOWING ITEMS ARE TRANSMITTED HEREWITH:
At Your Request
For Your Review
For Your Approval
For Signature
For Revision
X For Action
For Your Information
For Your Files
Please post the enclosed Notice of Exemption for 30 days as required by CEQA guidelines.
Please return to my attention with a notation of the posting period.
Please contact me if you have �y questions.
Belgin Cuhadaroglu
910 Calle Negocio, Suite 100, San Clemente, California 92673 163
State of California - Department of Fish and Wildlife
2023 ENVIRONMENTAL DOCUMENT FILING FEE
CASH RECEIPT
DFW 753.5a (REV. 01/01/22) Previously DFG 753.5a
SEE INSTRUCTIONS ON REVERSE. TYPE OR PRINT CLEARLY.
LEAD AGENCY I LEAD AGENCY EMAIL
CITY OF SAN CLEMENTE
COUNTY/STATE AGENCY OF FILING
PROJECT TITLE
RECEIPT NUMBER:
30 - 03/21/2023 - 0213
STATE CLEARINGHOUSE NUMBER (If applicable)
DATE
03/21/2023
DOCUMENT NUMBER
202385000217
CITY OF SAN CLEMENTE MARINE SAFETY BUILDING CONCRETE REPAIRS
PROJECT APPLICANT NAME
CITY OF SAN CLEMENTE
PROJECT APPLICANT ADDRESS
910 CALLE NEGOCIO SUITE 100
PROJECT APPLICANT (Check appropriate box)
0 Local Public Agency D School District
CHECK APPLICABLE FEES:
0 Environmental Impact Report (EIR)
0 Mitigated/Negative Declaration (MND)(ND)
PROJECT APPLICANT EMAIL PHONE NUMBER
(949)361-6187
CITY STATE ZIP CODE
SAN CLEMENTE CA 92673
D Other Special District D State Agency D Private Entity $3,a39.2s $ _________ o_
.o_
o
$2,1e4.oo $ _________ o_
.o_o
D Certified Regulatory Program (CRP) document - payment due directly to CDFW $1,203.25 $ _________ o_.o_o � Exempt from fee
0 Notice of Exemption (attach)
0 CDFW No Effect Determination (attach)
0 Fee previously paid (attach previously issued cash receipt copy) 0 Water Right Application or Petition Fee (State Water Resources Control Board only) 0 County documentary handling fee
$850.00 $
$
D other $
PAYMENT METHOD:
0 Cash O Credit
ORIGINAL -PROJECT APPLICANT
0 Check O Other
COPY - CDFW/ASB
TOTAL RECEIVED $
AGENCY OF FILING PRINTED NAME AND TITLE
DEPUTY CLERK, CARINA CORTES
COPY· LEAD AGENCY COPY -COUNTY CLERK
0.00 0.00
0.00 DFW 753,5a (Rev, 01012022)
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PLEAS E RETAI N THI S RECEIP
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AGENDA REPORT
CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 8/15/2023 Agenda Item: 6K
Department: Public Works
Prepared By Belgin Cuhadaroglu, Associate Civil Engineer Subject:
CONSIDERATION OF A RESOLUTION AWARDING A CONSTRUCTION CONTRACT TO APPLIED RESTORATION, INC. FOR THE MONTALVO AND RIVIERA PEDESTRIAN BRIDGES COATING REPLACEMENT, CIP PROJECT NO. 23802, AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE CONTRACT IN AN AMOUNT NOT TO EXCEED $474,443 Fiscal Impact:
The estimated construction cost of $474,443 is within the available approved project budget of $759,886, from the General Fund, CIP Project No. 23802.
Summary:
The Montalvo and Riviera Pedestrian Bridges were fabricated in September 2006. Due to exposure to the highly corrosive marine environment, the existing coating on these bridges has reached the end of its service life and will continue to corrode without any corrective action. The proposed treatment and coating will extend the service life of the bridges for approximately 50 years.
Replacing the coating on the Montalvo and Riviera Pedestrian Bridges was included in the planned capital improvement projects for FY23/24. Before the Council is the award of a construction contract to Applied Restoration, Inc. in an amount not to exceed $386,933, plus a 15% project contingency of $57,510, for the Montalvo and Riviera Pedestrian Bridges Coating Replacement, CIP Project No. 23802.
Background:
Due to the aging and corrosion of the Montalvo and Riviera Pedestrian Bridges, Michael Baker International, Inc. (Michael Baker), structural engineering consultant, was retained to conduct a bridge inspection on December 3, 2021. The inspection revealed that the existing coating on these bridges has reached the end of its service life. Michael Baker provided recommendations for treatment and coating of both pedestrian bridges to extend the service life of each of the bridges for approximately 50 years.
Staff prepared a bid package and advertised the project for competitive bidding on the PlanetBids website. Six bids were received on July 27, 2023, ranging from $380,133 to $779,600, as shown in the table below. The lowest responsive and responsible bidder was Applied Restoration, Inc. of El Cajon, California, at $380,133. None of the bids were from local contractors.
Based on the low base bid and alternate bid item (consisting of replacement of corroded bolts for $6,800.00), the construction cost is as follows:
CITY OF SAN CLEMENTE Page 1 of 3 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6K
Construction Administration, Management & Inspection $ 30,000 Construction Contract 386,933
Contingency (15%) 57,510
Total Estimated Construction Cost $474,443
As required by the City policy and state law, the Contractor will be required to provide performance and payment bonds simultaneously with execution of the construction contract (Attachment 3).
Project plans and specifications are on file in the City Clerk’s office.
BIDDER BASE BID AMOUNT
1 Applied Restoration, Inc. $380,133
2 Harbor Coating and Restoration $433,740
3 MC Painting $447,916
4 Capital Industrial Coatings $611,751
5 Abhe & Svoboda, Inc. $745,250
6 Advanced Industrial Services, Inc. $779,600
Council Options:
· Adopt Resolution No. 23-81, awarding the contract to Applied Restoration, Inc., authorizing the City Manager to execute a construction contract in an amount not to exceed $386,933, plus a 15% project contingency of $57,510.
· Adopt Resolution No. 23-81 with modifications.
· Continue the item and direct staff to provide additional information. · Do not adopt Resolution No. 23-81 and postpone the project.
Environmental Review/Analysis:
This Project was previously determined to be exempt from the California Environmental Quality Act (CEQA) under Class 1 (Existing Facilities, 14 CCR 15301), Section 15301 of the state CEQA Guidelines. A Notice of Exemption was filed with the County of Orange Recorder’s Office on November 08, 2022 for this Project. (See Attachment 4.) Recommended Actions:
Staff Recommendation
Adopt Resolution No. 23-81, which will:
1. Award the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, CIP Project No. 23802, contract to Applied Restoration, Inc.; and
2. Authorize the City Manager to execute a contract with Applied Restoration, Inc. in the amount not to exceed $386,933, plus a 15% project contingency of $57,510, for the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, CIP Project No. 23802, in a form substantially CITY OF SAN CLEMENTE Page 2 of 3 Printed on 8/9/2023
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Meeting Date: 8/15/2023 Agenda Item: 6K
similar to Contract No. C23-43(Attachment 3).
Attachment:
1. Location Map
2. Resolution 23-81
3. Contract
4. Notice of Exemption
Notification:
All bidders.
CITY OF SAN CLEMENTE Page 3 of 3 Printed on 8/9/2023
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CLE LASUEN AVE ALESSANDRO
CLE DE LOS ALAMOS AVE LA COSTA
AVE LOBEIRO
AVE MONTALVO
PLAZA A LA PLAYA CLE CAPRI
AVE DE LA RIVIERA
A. T. & S. F. R. R.
AVE SAN ANTO
CLE ROCA VIS
CLE MONTE CRISTO CLE MONACO
CLE LAS PALMAS
CLE MONTE CARLO CLE MADIERA
CLE MAJORCA
PACIFIC OCEAN
PACIFIC OCEAN
SAN CLEMENTE
STATE BEACH
AT&SF RR
Montalvo and Riviera Pedestrian
Coating Replacement Project
NOT TO SCALE
PN 23802
PROJECT
LOCATIONS
ATTACHMENT 1
4 910 Calle Negocio, Suite 100
San Clemente, CA 92673
Tel (949) 361-6100
Fax (949) 361-8316
ATTACHMENT 2
4882-9904-3949 v1
RESOLUTION NO. 23-81
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
SAN CLEMENTE, CALIFORNIA, AWARDING A
CONSTRUCTION CONTRACT TO APPLIED
RESTORATION, INC. FOR THE MONTALVO AND RIVIERA
PEDESTRIAN BRIDGES COATING REPLACEMENT
PROJECT, CIP PROJECT NO. 23802, AND AUTHORIZING
THE CITY MANAGER TO EXECUTE THE CONTRACT IN
AN AMOUNT NOT TO EXCEED $444,443
WHEREAS, on December 3, 2021, Michael Baker International, Inc., structural engineering consultant, conducted a bridge inspection for both Montalvo and Riviera pedestrian bridges; and
WHEREAS, the existing coating on these bridges has reached the end of its service life and will continue to corrode without any corrective action and the proposed treatment and coating will extend the service life of the bridges for approximately 50 years; and
WHEREAS, based on the consultant’s recommendations as to the scope of work needed, the City conducted formal competitive bidding for the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, CIP Project No. 23802 (Project); and WHEREAS, on July 27, 2023, the City received six bids ranging from $380,433 to $779,600 for the Project; and
WHEREAS, the lowest responsive and responsible bidder was Applied Restoration, Inc. of El Cajon, California, in the amount of $386,933, based on the low base bid and the alternate bid item.
NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:
SECTION 1. That the above recitations are true and correct and incorporated herein.
SECTION 2. That the Construction Contract for the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, Project No. 23802, is awarded to Applied Restoration, Inc.
SECTION 3. That the City Manager is authorized and directed to execute a construction contract for the Montalvo and Riviera Pedestrian Bridges Coating Replacement Project, CIP Project No. 23802 with Applied Restoration, Inc. in an amount not to exceed $386,933, plus a 15% project contingency of $57,510, for a total not to exceed contract amount of $444,443, in a form substantially similar to that presented to City Council on August 15, 2023.
5 Resolution No. 23-81 Page 2
4882-9904-3949 v1
SECTION 4. That the City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.
PASSED AND ADOPTED this _____ day of ____________________, _______.
ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §
CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-81 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:
AYES:
NOES:
ABSENT:
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
___________________________
Elizabeth A. Mitchell, City Attorney
6 ATTACHMENT 3
1 SECTION 00500
CONTRACT
THIS CONTRACT is made this _____ day of _________, 2023, in the County of Orange, State of California, by and between the City of San Clemente hereinafter called City, and Applied Restoration, Inc., a California corporation, hereinafter called Contractor. City and the Contractor for the considerations stated herein agree as follows:
ARTICLE 1. SCOPE OF WORK. The Contractor shall perform all Work within the time stipulated the contract and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5 below for the following Project:
MONTALVO AND RIVIERA PEDESTRIAN BRIDGES COATING REPLACEMENT, PROJECT NO. 23802.
The Contractor and its surety shall be liable to City for any damages arising as a result of the Contractor’s failure to comply with this obligation.
ARTICLE 2. TIME FOR COMPLETION. The Work shall be commenced on the date stated in City’s Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within forty (40) working days from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.
ARTICLE 3. CONTRACT PRICE. City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of three hundred eighty-six thousand nine hundred thirty-three dollars ($386,933). Payment shall be made as set forth in the General Conditions.
At any time during the term of the Contract, City may, pursuant to the terms and provisions of the Contract Documents, request that the Contractor perform additional work. Contractor shall not perform, nor be compensated for, additional work without written authorization from the City pursuant to the terms and provisions of the Contract Documents. This project includes a 15% contingency in the amount of fifty seven thousand five hundred ten dollars ($57,510) for unforeseen conditions. In no event shall approved additional work exceed such project contingency, nor shall the total amount of compensation for work performed under this Contract, including approved additional work, exceed four hundred forty four thousand four hundred forty three dollars ($444,443).
ARTICLE 4. LIQUIDATED DAMAGES/EARLY COMPLETION INCENTIVE. In accordance with Government Code section 53069.85, it is agreed that the Contractor will pay City the sum of $800 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event that Liquidated Damages are not paid, the Contractor agrees City may deduct that 7 2
amount from any money due or that may become due the Contractor under the Contract. This Article does not exclude recovery of other damages specified in the Contract Documents.
ARTICLE 5. COMPONENT PARTS OF THE CONTRACT. The “Contract Documents” include the following:
Contract
Bid Form
Contractor’s Certificate Regarding Workers’ Compensation Bid Bond
Designation of Subcontractors
Information Required of Bidders
Non-Collusion Declaration form
Iran Contracting Act Certification
Public Works Contractor Registration Certification
Addenda
Performance Bond
Payment Bond
General Conditions
Special Conditions
Technical Specifications
Plans and Drawings
Approved and fully executed change orders
Any other documents contained in or incorporated into the Contract The Contactor shall complete the Work in strict accordance with all of the Contract Documents.
All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. This Contract shall supersede any prior agreement of the parties.
ARTICLE 6. PROVISIONS REQUIRED BY LAW. Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Project.
ARTICLE 7. INDEMNIFICATION. Contractor shall provide indemnification as set forth in the General Conditions.
ARTICLE 8. PREVAILING WAGES. Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at at City of San Clemente Public Works Department or may be obtained online at http//www.dir.ca.gov/dlsr. and which must be posted at the job site.
IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.
8 3
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed on the respective dates set forth opposite of their signatures.
CITY OF SAN CLEMENTE
By:________________________________
Andy Hall, City Manager
ATTEST:
Dated: ____________________, 2023
______________________________
CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
____________________________
Elizabeth A. Mitchell, City Attorney
APPROVED AS TO AVAILABILITY
OF FUNDING:
________________________________
Finance Authorization
APPLIED RESTORATION, INC.
(“CONTRACTOR”)
By:_____________________________
Larry Michael White, Chief Executive
Officer
Dated: __________________, 2023
By:_____________________________
Oscar Bianchi, Chief Financial Officer,
Secretary
Dated: __________________, 2023
END OF CONTRACT
9 DRAFT
1BHF'PMMPXT
1"(&5)306()-&'5#-"/,
10 DRAFT
11 SECTION 00400
BID FORM REVISED
NAME OF BIDDER;APPLIED RESTORATION INC.
The undersigned, hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract Documents, including a/I plans, specifications and all addenda, if any, for the following Project: '
MONTALVO AND RIVIERA PEDESTRIAN BRIDGES
COATING REPLACEMENT PROJECT
PROJECT NO. 23802
We hereby propose to furnish all labor, materials, equipment, tools, transportation, and services and to discharge all duties and obligations necessary and required to perform and complete th~ Project for the following TOTAL BID PRICE:
BASE BID SCHEDULE
Bid Bid Item Description Unit Est.
Item Qty
No.
1 Mobilization LS 1
2 SCRRA Flagman/SCRRA Safety Training and LS 1
SCRRA Encroachment Application submittals and
processing and Temporary Right-of-Entry
Aqreement
3 NPDES Compliance / Erosion Control Plan LS 1
(inclusive of containment svstem)
4 Waste Management Plan LS 1
5 Hazardous Material Compliance Plan and Testing LS 1
(See Appendix "N" for Report and Technical
Specifications Section 00800, Sub Section 14-
11.13)
6 Clearing and Grubbing (including removing soil, LS 1
vegetation, and debris from the abutment bearing
plates and anchor bolts)
7 SURFACE PREPARATION OF STEEL TRUSS:
Montalvo and Riviera Bridges (Total approximately 2400 SF) 7a) Provide adequate enclosure to confine all LS 1
debris and waste resulted from the preparation
process.
13 55452
.015
10\32905704
.2
Unit Price Total Cost
$34,000
$70,000 $70,000
$20,00Q
$2,000
$4,000
$3,600
$28,000
SECTION 00400
BID FORM
-
DRAFT
12 8
SECTION 00400
BID FORM REVISED
7b} Remove ancillary items such as wood decking
and cable railing, etc. as needed, to facilitate
proper cleaning, preparation, and painting of all
steel bridge elements.
7c) Pressure water wash steel surface to remove
Chloride salts per SSPC -SP-12. Perform Chloride
testing on exposed areas using the Bresle in
accordance with ISO 8502-6 and 8502-9 to verify
concentration is within acceptable is within
acceptable levels.
7d) Abrasive blast clean all steel surfaces per
SSPC-SP 10/NACE No. 2. to bare metal
COATING OF STEEL TRUSS:
LS 1
LS 1
LS 1
Montalvo and Riviera Bridges (Total approximately 2400 SF) 8a) Primer Coating: Apply Organic Zinc Rich LS 1
Epoxy, Carbozinc 859 voe or approved equal at 3.5-5.0 mils dry film thickness 8b) Intermediate Coating: Apply Cycloaliphatic LS 1
Amine Epoxy, Carboguard 890 voe or approved
equal at 6.5-8.0 (do not exceed over 10
mils) mils dry film thickness
8c) Finish Coating: Apply Aliphatic Acrylic- LS 1
Polyester Polyurethane, Carbothane 133 MC or
approved equal at 3.0-5.0 mils dry film thickness
8d} After the coating system has properly cured, LS 1
caulk all un-welded seams with a good quality
clear silicone caulk suitable for exterior use and
replace the decking, cables, etc., which were
removed prior to cleaning and repainting the
structure. Replace all cable gaskets.
9 Pedestrian Detour and Safety Plan LS 1
Montalvo Bridae:
10 SPLICE PLATE CONNECTION: EA
Replace existing 3/4" inch bolts with all new bolts,
nuts, and washers in-kind.
(Heavy Hex Bolt-ASTM A325 Type 3
Heavy Hex Nut-ASTM A563 C3
Washer- ASTM F436, Type 3)
The existing splice plates shall be removed and
-14-
55452.01510\32905
704.2
76 $12,000
$2,400
$35,000
$15,000
$15,000
$19,000
-
$20,000
- $3,000
$325.00 $24,700
SECTION 00400
BID FORM REVISED
DRAFT
13 11
12 13
14 SE
CTION 00
400
BID FORM
R
EVISED
recoated. At the cont
ractor's option, the existing
splice plates may be replaced in kind.
(PL ½" -ASTM A588).
Replace existing 1/4" inch bolts with all new heavy
hex stainless steel bolts, nuts, and washers
Cable Railing : Replace all cable wires in-kind (3/16" diameter stainless steel aircraft cable with a stainless steel threaded terminal factory attached to one end,
with one S.S flat washer, 2 S.S hex nuts, 1 S
.S cap
nut
.and 1 Aluminum alloy
"quick connect" fitting or
equal)
Cable Railing: Replace all cable anchors, and anchor
caps, and anchor nuts and washers in kind
(1/4
"-stainless steel)
Cable Railing : Replace broken cable support plates
(PL ¼" x 2" x 5
'-8
")
Riviera Bridae:
15 Replace existing
¼" inch bolts with all new heavy hex
sta
inless steel bolts, nuts, and washers.
16 Cable Railing : Replace all cable wires in
-kind (3/16"
stainless steel aircraft cable with a stainless steel
threaded terminal factory attached to one end , with
one S.S flat washer, 2 S.S hex nuts, 1 S
.S cap nut,
and 1 Aluminum alloy "quick connect" fitting or
equal)
17 Cable Railing : Replace all cable anchors, and anchor caps.and
anchor nuts and washers in
-
k
ind (1/4"-sta
inless
steel)
18 Cable Railing: Replace broken cable support plates
(PL ¼" x 2" x 5
'-8
")
Montalvo and/or Riviera Bridges:
19 Decking: Replace damaged timber decking planks
(2"x10" (Norn
.) 4ft, IPE Hardwood S4S, E4E)
(budqet item)
20 Scaffold
ing
EA
LF
EA
EA
EA
LF
EA
EA
EA
LS
5 $200
.0Q $1
,000
1920
$10.41 $19,987
.2(
20 $175.00 $3,500
4 $1
,000 $4
,000
5 $200 $1,000
600 $10.41 $6
,246
20 $175 $3,500
2 $1,000 $2,000
10 $120 $1,200
1 $30,000
In case of discrepancy between the unit pr
ice and the item cost set forth for a un
it basis item, the
unit price shall prevail and, shall be utilized as the bas is for determining the lowest responsive
responsible bidder. However, if the amount set forth as a unit price is ambiguous, unintelligibl~ or uncertain for any cause, or is omitted, or is the same amount as the entry in the "Item Cost" column, then the amount set forth in the
"Item Cost" column for the item shall prevail and shall be d
ivided by the estimated quantity for the item and the price thus obtained shall be the unit price.
If any of the above discrepancies exist, the
C
ity may recalculate the bid price on the bas
is of the
unit price and the bidder agrees to be bound by such recalculation. -1
5 -
55452
.015
10\32905704.2
SE
CTION 00400
BID FORM REVI
SED
DRAFT
14 SECTION 00
400
BID FORM REVISED
It is understood that the qu~ntities shown for the unit price items are _appr?ximate _o~ly and subject
to increase or decrease, being stated only for the purpose of comparing bids and fixing the amount of surety bonds, and that should the quantity of work on the unit price basis be increased, the undersigned Bidder will perform the additional work at the unit price set out herein, and that should the quantity be decreased, payment is to be made on the actual quantity installed at such unit price, and the undersigned Bidder will make no claims for anticipated profits or additional compensation for any increase or decrease in the quantity. It is further understood that actual quantities on the unit price items will be determined upon completion of the work covered by the Contract.
Final payment shall be determined by the Engineer from measured quantities of work performed based upon the unit price.
If the Contract Documents specify alternate
b
id items, the following Alternate Bid amounts shall
be added to or deducted from the Total Bid Price, at the City's sole option. The City can choose to include one or more of the Alternate Bids in the Work. If any of the Alternate Bids are selected by the City, the resulting amount shall be added to or deducted from Total Bid Price for the Work.
City may s~lect one or more of the Alte:nate Bids at the below stated ~id_ Price up to sixty (60) days following award of the Contract.
C
ity can award/select Alternate Bid items at any time(s).
ALTERNATE BID SCHEDULE
Bid Alternate Bid Item Descr
iption Unit Est. Unit Total Item Qty Price
No Cost .
Montalvo and Riviera Bridaes:
A1 Decking: Replace¼" Dia. Bolts LS 1
$6
,800.00 [(332) ¼" Dia. S.S. Countersunk Carriage Bolt w/ Washer & Nut (2 per Plank at Center Strut) and
(664) ¼" Dia.
S
.
S. Hex Head Bolt w/ Washer & Nut
(2 per Plank at each side Strut)]
TOTAL BID PRICE (BASED ON BASE BID SCHEDULE):
$ $380,133.20
Total Base Bid Price in Numbers
Three Hundred Eighty Thousand One Hundred Thirty Three & Twenty Cent.
Total Base Bid Price in Written Form
In case of discrepancy between the written price and the numerical price, the written price shall prevail. In case of a discrepancy between the electronic bid form in the City's Planet Bids system (if used) and this completed bid form, the
s
igned hardcopy bid form (or scanned signed form
uploaded to the City's Planet Bids system, shall prevail. -16-
55452
.01510\32905704
.2
SECTION 00400
BID FORM REVISED
DRAFT
15 SECTION 00400
BID FORM REVISED
The undersigned agrees that this Bid Form constitutes a firm offer to City which cannot be withd
_rawn for t_he number of calendar d~ys indicated in the ~otice lnvit!ng Bids from the bid opening, or until a Contract for the Work Is fully executed by City and a third party, whichever is earlier.
The Contract duration shall commence on the date stated in City's Notice to Proceed, and shall be completed by the Contractor in the time specified in the Contract Documents. In no case shall the Contractor commence construction prior to the date stated in City's Notice to Proceed.
Bidder certifies that it is licensed in accordance with the law providing for the registration of Contractors, License No. 1081367 , Expiration Date 9/30/23 , class of license.JYi,C.33lf the bidder is a joint venture, each member of the joint venture must include the above information.
SCRRA Flagman, Base Bid .Item 2: A flagman will be nece_ssary during some po~ions of the work.
Coordinate work schedule with SCRRA flagman. The permit and flagman are provided by Southern California Regional Rail Authority (SCRRA). Because these costs are difficult to determine during the bidding phase, a $70,000 allowance has been inserted under Bid Item 2. The contractor shall be paid for the actual cost plus 15%. If the actual cost plus markup is less than the $70,000, the remainder is returned to the City. If the actual cost plus markup is greater than $70,000, then a change order will be prepared for the actual amount over $70 ,000 plus 15%.
Contractor shall incorporate the requirements of SCRRA (see appendices) to the work. Contractor shall comply with all SCRRA guidelines, specifications and requirements and include any and all costs for complying with SCRRA requirements, including staging and storage areas provided by the Engineer, in the appropriate bid items.
Bidders are hereby notified that the work site is subject to the natural forces of nature, including wind wave, tide, current and sand erosion. The contractor shall take all due precautions regarding work effort, safety and material storage. All bids shall include the associated costs to complete the project including all cost associated with the natural forces at the work site. ' Contractor sh_all b~ responsible for installi~g an~ maintainin~ all safety railings, blo~kades, fencing, lighting, warning signs, etc. necessary during bridge and trail closures and for public safety around equipment, materials, overhead work or other areas of potential danger. Contractor shall provide barriers, overhead protection, etc. as necessary to protect pedestrians using the 'Coastal Trail'.
To ensure timely completion of project, contractor shall prepare and submit Southern California Regional Rail Authority (SCRRA) encroachment application, plans, fees, and other required documents to SCRRA Right-of-Way Encroachment Coordinator once contract is fully executed. Contractor shall make timely efforts in coordinating with City to address any comments in plan review process. A Notice to Proceed will not be issued until plans are approved and after execution of SCRRA Right-of-Entry Agreement.
It is understood and agreed that the work under a Contract awarded pursuant to this Bid will be commenced by the undersigned Bidder, if awarded a Contract, within ten (10) calendar days after the date of the Notice to Proceed and will be completed by the Contractor within sixty (60) calendar days from sald date of the Notice to Proceed. Failure of the Contractor to complete work within the time allowed will result in damages being sustained by the Agency. Unless otherwise provided the Contractor will pay to the Agency eight hundred dollars ($800.00) for each day and every -17- SECTION 00400
55452.01510\32905704
.2 BID FORM REVISED
DRAFT
16 SECTION 00400
BID FORM REVISED
calendar day of delay beyond the time prescribed in the Contract Documents for finishing the work.
The undersigned acknowledges receipt, understanding and full consideration of the following addenda to the Contract Documents.
Addenda No. _1 ________ _
Addenda No. _________ _
Addenda No. _________ _
Bidder has attached the following:
1. The completed Contractor
's Certificate Regarding Workers' Compensation form.
2. The required bid security in the amount of not less than 10% of the Total Bid Price.
3. The fully executed Non-Collusion Declaration form.
4. The completed Contractor Information and Experience form. 5. The completed List of Subcontractors form.
6. The completed Iran Contracting Act Certification form (for bids of $1,000,000 or more).
7. The completed Public Works Contractor Registration Certification form.
I hereby certify under penalty of perjury under the laws of the State of California that all of the information submitted in connection with this Bid and all of the representations made herein including Contractor's license number and expiration date, are true and correct. I further certify that the signatory below is authorized to submit this Bid and bind the Bidder to the terms of these Contract Documents.
Name of Bidder Applied Restoration Inc.
Signature 0,d..C,M, fJ~'
Name Oscar Bianchi
Title CEO
Dated 07/25/2023
END OF BID FORM
-18-
55452
.01510\32
905704.2
SECTION 00400
BID FORM RE
VISED
DRAFT
17 Section 00405
WORKER'S COMPENSATION INSURANCE CERTIFICATION
WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
(ONE OF THE BOXES BELOW MUST BE CHECKED)
n
IX]
I have and will maintain a certificate of consent from the California Labor Commission to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract.
I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract. My workers' compensation insurance carrier and policy number are:
carrier QBE Insurance Corporation
Policy Number QWC3001510
Ix] I certify that, in the performance of the work under this Agreement, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and I hereby agree to indemnify, defend, and hold harmless the City of San Clemente and all of its officials, employees, and agents from and against any and all claims, liabilities, and losses relating to personal injury or death, economic losses and property damage arising out of my failure to provide such worker's compensatio~ insurance. I further agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION
COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO
CRIMINAL PENAL TIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE INTEREST, AND ATTORNEY'S FEES. '
19 55452.01510\32905704.2
SECTION 00400
BID FORM
DRAFT
18 Dated: July 27th
Consultant
By: Oscar Bianchi
President
Title
1965 Gillespie Way Suite 104
Address
El Cajon, CA 92020
20 55452.01510\32905704.2
DRAFT
19 SECTION 00410
BID BOND
The makers of this bond are Applied Restoration, Inc. , as Principal, and Developers Surety and Indemn
ity Company , as Surety and are held and firmly bound
unto the City of San Clemente, hereinafter called City, in the penal sum of TEN PERCENT (1 O%) OF THE TOTAL BID PRICE of the Principal submitted to City for the work described below for the payment of which sum in lawful money of the United States, well and truly to be made,' we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the Principal has submitted the accompanying bid dated July 27 , 2023 for the MONTALVO AND RIVIERA PEDESTRIAN BRIDGES COATING REPLACEMENT PROJECT.
If the Principal does not withdraw its bid within the time specified in the Contract Documents; and if the Principal is awarded the Contract and provides all documents to City as required by the Contract Documents; then this obligation shall be null and void. Otherwise, this bond will remain in full force and effect.
Surety, for value received, hereby stipulates and agrees that no change, extension of time alteration or addition to the terms of the Contract Documents shall in affect its obligation unde; this bond, and Surety does hereby waive notice of any such changes.
In the event a lawsuit is brought upon this bond by City and judgment is recovered, the Surety shall pay all litigation expenses incurred by City in such suit, including reasonable attorneys' fees court costs, expert witness fees and expenses. '
IN WITNESS WHEREOF, the above-bound parties have executed this instrument under their several seals this 21st day of July , 2011._, the name and corporate seal of each corporation.
(Corporate Seal). ____________ _
Contractor/ Principal Applied Restoration, Inc.
By~~ c?b t
-?:J
Title t;._£_0
(Co
rporate Seal) ______ ____ __ _
Surety Developers Surety and Indemnity Company
By 'J?ok>PMe<2I:"'OI c~
Attorney-in-Fact Rebecca Haas-Bates
(Attach Attorney-in-Fact Certificate) Title_A_tt_o_rn_e~y-_in_-_Fa_c_t ____ _ _ 21 55452
.01510\32905704. 2
SECTION 00410
B10 BOND
DRAFT
1BHF"'PMMPXT 20
**Please See Attached**
SECTION 00410
BID BOND
Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, ana not the truthfulness, accuracy, or validity of that document.
STATE OF CALIFORNIA
COUNTY OF ____ _
On _______ __. 20_, before me, _____________ , Notary Public, personally appeared __________________ , 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 acknowled ed to me that he/she/they executed the same in his/her/th~ir authorized capac_ity{ies), and that by his/he~/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 PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
Signature of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.
CAPACITY CLAIMED BY SIGNER
□ Individual
□ Corporate Officer
□ Partner(s)
n Attorney-In-Fact
□ Trustee(s)
□ Guardian/Conservator
LJ Other:
Signer is representing:
Titte(s)
n
□
Name Of Person(s) Or Entity(les)
55452.01510\32905704.2
Limited
General
22 DESCRIPTION OF ATTACHED DOCUMENT
TIiie or Type of Document
Number of Pages
Date of Document
Signer(s) Other Than Named Above
SECTION 00410
BID BOND
DRAFT
1BHF"
1BHF#'PMMPXT 21
CALIFORIMOA AII.L-PURPCSIE ACKIMOWLIEDGMEINIT CIVIL CODE § 11S9 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of _O_r_an--=g'-e __________ _
On 07/21/2023 before me, L. Gomez, Notary Public
Date Here Insert Name and
Title of the Officer
personally appeared Rebecca Haas
-Bates ----------:~-::-:~-.:::-----:::-:----------- Name ~of Signer'(s). who proved to me on the basis of satisfactory evidence to be the person~ whose name~ is/l!J;e subscribe~ to the
_within inst~ument and acknow~edged to_ m_e that 'Ae/she/t'h9:¥ executed the same in !'tis/her/their authorized capacity~. and that by ~her/thsir s1gnature~on the instrument the person~ or the entity upon behalf of which the person~ acted, executed the instrument.
L. GOMEI .
Notary
Public
- Ca
lifornia
orange County
Commission# 2413682
y Comm. Expires Aug 23 . 2026
Place Notary Seal Above
:z
:z
>
I certify under PENAL TY
OF PERJURY under the laws
?f the State of California that the foregoing paragraph 1s true and correct.
WI
TNESS my hand and official seal.
Signature 'y?_ Sig
h
~ ~ Public
-------------- 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: Bid Bond Document Date:
_0_7_12_1_12_0_2_3 ___ _
Number of Pages: Two (2) Signer(s) Other Than Named Above:
_ __________ _
Capacity(ies} Claimed by Signer(s)
Signer's Name: Rebecca Haas-Bates
D Corporate Officer
- Title(s): ______ _
D Partner
- D Limited D General
Signer's Name:-::-
- ---:::::-:--:-:-------
□ Corporate Officer
- Title(s):
- --:------
□ Partner
- D Limited D General
□ Individual li2t Attorney in Fact D Individual D Attorney in Fact □ Trustee D Guardian or Conservator □ Trustee D Guardian or Conservator Other: ______________ _
Signer Is Representing: ---,-------- Developers Surety and Indemnity Company D Other: =----:-;--
- -------
·~
Signer Is Representing: ________ _
©2014 National Notary Association· www.NationalNotary.org • 1-800 -US NOTARY (1-800-876-6827) Item #5907
DRAFT
1(#
1BHF'PMMPXT 22
POWER OF ATTORNEY FOR
COREPOJNTE INSURANCE COMPANY
DEVELOPERS SURETY AND INDEMNITY COMPANY
59 Maiden Lane, 43rd Floor, New York, NY 10038
(212)220-7120
KNOW
INDEMNITY
ALL BY
COMPANY,
THESE PRESENTS that, exce~t as expressly limited herein, COREPOINTE INSURANCE COMPANY and DEVELOPERS SURETY AND do hereby make, constitute and appomt:
...:Wl'=ill::.::ia::.:m:.:....=S"-y:.:crk=in-",_;_R_;_;i..:.ch:.:..a:...cr.;;;.d_;_A_d_ia_r--'-, _a_n_d_R_e_b_e_c_ca_H_a_a_s-_B_a_te_s _______________ , of Irvine CA as
'
its true and
'
lawful
. ' d Attorney-in-Fact, t'
to mnke, execute, deliver and acknowledge, for and on behalf of said companies, as sureties, bonds, undertakings d t to 'd Att . F t t' II d th ·1 t d d t ' t · · an con mets of
connection
suretysh1p g1v111g an gran mg un sm omey-io- ac u power an au on y o o an o per.onn every ac necessary, requisite or proper to b. d .
Attorney-in-Fact,
therewith as each of said company could do, but reserving to euch of said company full power of substitution and revocation, and all of the ~ ~~c !~ pursuanl to these presents, are hereby rnHfted and confirmed. This Power of Attorney is effective July 21, 2023 ac s O sa,d shall expire on December 31, 2025. an
COMPANY
This Power of
and
Attorney
DEVELOPERS
is granted and is signed under and by authority of the full owing rcsolulioos adopted by the Boord of Directors of COREPO!NTE INSURANCE SURETY AND INDEMNITY COMPANY (collectively. "Company") on Februt11y I 0, 2023.
Surety.each
RESOLVED,
an
dial
employee
Sam Zaza
of AmTnrst
President.
North
Surety
Anierica,
Underwriting, James Bell, Vice President. Surety Undeiwriting. a11d Craig, Dawson fow:utive u d . of Attorney,
Inc., an affiliate of the Company (the "Authorized Signors"), 11rc hereby authorized to exec t e7r1ter. suretyship,
qualitying attomey(s)-in-foct named in the Power of Attorney to execute, on behalf of tl1e Company, bonds, undertakings and u \a 7we~ or other suretyship obligations; and that the Secretary or any Assistant Secretary of the Company be, und each of them hereby i 8 autho/0 ~ ~c s 0 the execution of any such Power of Attorney. ' izc O atteSt musl
RESOLVED, that the signature of any one of the Authorized Signors and the Secretary or any Assistant Secretary of the Company, and the seal ofth C be affixed to any st1ch Power of Attorney, and any such signature or seal may be affixed by facsimile, and such Power of Attorney shall be ~
1 binding upon
:jan~
the Company when so affixed and in the ti.Jture with respect to any bond, undertaking or contract of suretyship to which it is attached.e va I an Title: President, Surety Underwriting
ACKNOWLEDGEMENT:
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
STATE OF ...,C""a""li.:.::fo"'n""1ia;c,_.__. _______ _ COUNTY Ol'~O~ra_1~1ge"--------- On this 'XL._ day of March , 20 .ll_, before me, J:!,:iang-Quycn Phu Pham , personally appeared Sam Zaza who proved to me on the basis of satisfactory evidence to be the 11crso11 whose name is subscribed to within the instrument and ac;:kn:o::,w:,.le::d;:g::'ed~t:::-o-m_e_th:-a-t-th_e __ ___;d the same in their authorized capacity, and that by the signature on the instrument the entities upon behalf which the person acted, executed this instrumeni. execute I certify, under penalty of perjury, under the laws of the State of~C='a=li=fo=rn"'i.,,_a ________ that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
CORPORATE CERTJl<'ICATION
HOANG-(lUYEN P. PHAM
Notary Public
- Ctlifotnla
Oranp County !
Commission # 2432970
My Comm. Eiq,lres Ott 31,
2026
COMPANY,
The undersigned, ~~e Secretary or_ ".',ssislant Sccreta~ of C?REPO!NTE INSURANCE _COMPANY _and DEVELOPERS_ SURETY AND lNDEMNl are in force as
does
of
hereby cert1ty that the prov 1s1011s of the rcsol ut,ons of the respective Boards of Directors of said corporilt1ons set forth in this Power of Att TY the date of this CertificatiOll.
orney
This Certification is executed in the City of Cleveland, Ohio, this Mmch 19, 2023.
DocuSlgnel! by:
By: _.&=.u..oS.i...1 ~,S _______ _ Barry W. Moses. Assistant Secretary POANo. NIA 666 546C ... ------ . DocuSlgn EnvelopelD:3352BFD6-5E9D-4 796-837E-C1 E455E653DF Ed. 0323
DRAFT
23 The undersigned declares:
SECTION 00420
NON-COLLUSION DECLARATION
I am the President of Applied Restoration, Inc , the party making the foregoing bid.
The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership company, association, organization, or corporation. The bid is genuine and not collusive or sham' The bidder has not directly or indirectly induced or solicited any other bidder to put in a false 0 ~ sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true.
The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof or the contents thereof, or divulged information or data relative thereto, to any corporation' partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.
Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.
I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and th~t this declaration is executed on July 27th, 2023 [date], at El Cajon [city], Calffornia [state].
Name of Bidder Applied Restoration, Inc
Signature 0~ t3~·
Name Oscar Bianchi
Title President
Dated 07/27/2023
END OF NON-COLLUSION DECLARATION
23 55452.01510132905704.2
SECTION 00420
NON-COLLUSION DECLARATION
DRAFT
24 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
A. INFORMATION ABOUT BIDDER
**Failure to complete all information may render your bid nonresponsive - indicate not applicable
("N/A") where appropriate.**
NOTE: Where Bidder is a joint venture, pages shall be duplicated and information provided for all parties to the joint venture.
1.0 Name of Bidder: Applied Restoration, Inc 2.0 Type, if Entity:
3.0 Bidder Address:
Corporation
1965 Gillespie Way, Suite 104
El Cajon, CA 92020
Facsimile Number 619-499-7572 Telephone Number 619-433-4701 Email Address [email protected]
Website Address www.appliedrestoration.com
4.0 How many years has Bidder's organization been in business as a Contractor? 23 .
5.0 How many years has Bidder's organization been in business under its present name? 23
5.1 Under what other or former names has Bidder's organization operated?_N_/_A _________________ _
6.0 If Bidder's organization is a corporation, answer the following:
6.1 Date of Incorporation:
6.2 State of Incorporation:
6.3 President's/CEO Name:
6.4 Vice President's Name(s):
6.5 Secretary's Name:
6.6 Treasurer's Name:
24 55452
.01510\32905704
.2
7/2/2021
California
Oscar Bianchi
Larry White
N/A
N/A
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
25 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
7.0 If an individual or a partnership, answer the following: 7.1 Date of Organization: N/A ---------------- 7.2 Name and address of all partners (state whether general or limited partnership):
N/A
8.0 If other than a corporation or partnership, describe organization and name princ
ipals:
N/A
10.0 What type of work does the Bidder normally perform with its own forces? Concrete repair, below grade waterproofing, traffic coating, deck__ coating, painting, stucco, EIFS, caulking. epoxy.
11.0 Has Bidder ever failed to complete any work awarded to it? If so, note when, where, and why:
No.
12 .0 Has the Bidder ever been in default, debarred or suspended in any way? If so, note when and why:
No.
13 .0 Within the last five years, has any officer or partner of Bidder's organization ever been an officer or partner of another organization when it failed to complete a contract? If so, attach a separate sheet of explanation:
No
14.0 List Trade References (Materials Suppliers, Vendors, Union Representatives, etc.:
Smalley and Co
- 602-437-1900
Pantheon Sales and Rental
- 714-527-6700
California Waterproofing Supply
- 510-352-9800
Sunshine Supply
- 619-576-7442
25 SECTION 00430
CONTRACTOR INFORMATION AND
EXPERIENCE
55452.01510\32905704.2
FORM
DRAFT
26 SECTION 00430
CONTRACTOR INFORMATION ANO EXPERIENCE FORM
15.0 List Bank References (Bank and Branch Address):
Wells Fargo
- El Cajon
16.0 Name of Bonding Company and Name and Address, email address and phone number of Agent:
Millennium Risk Management & Insurance Services
Rebecca Haas-Bates
- 949-679-7116, [email protected]
-
5530 Trabuco Road, Irvine, CA 92620
-
26 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE
55452
.01510\32905704
.2
FORM
DRAFT
27 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
B. LIST OF CURRENT PROJECTS (BACKLOG)
**Duplicate Page if needed for listing additional current projects** Project and
Client Contact
Person and
Phone Number
COMPLETE
.OOr'IDC:QTV
SERVICES
,,....,- nr.-n lr'IC'VI
--- -~· .. 813--758-9143
55452
.01510\32905704
.2
Description of
Bidder's Work
MARRIOTT
nc:f"V oi:cn A IDC'
Completion Date Cost of Amounted
9/30/2023
27 Bidder's Work Bonded
$553,831.44 NIA
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE
FORM
-
--
DRAFT
28 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
C. LIST OF COMPLETED PROJECTS LAST THREE YEARS
*"Duplicate Page if needed for listing additional completed projects** Please include only those projects which are similar enough to demonstrate Bidder's ability to perform the required Work.
Client Description of Bidder's
Work
28 55452.015
10\32905704
.2
Period of Cost of Contact Name & Performance Bidder's Work Phone SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
29 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
D. EXPERIENCE AND TECHNICAL QUALIFICATIONS QUESTIONNAIRE Personnel:
The Bidder shall identify the key personnel to be assigned to this project in a management construction supervision or engineering capacity. '
1. List each person's job title, name and percent of time to be allocated to this project:
CEO/ Oscar Bianchi / 15%
Project Manager I Zhanna Marrchuk /10%
Safety I Cesar Armenta / 25%
Superintendent/ Casey Hernanndez / 100%
Forman / Tim Welbert I 100%
2. Summarize each person's specialized education:
CEO/ Oscar Bianchi / Associates Degree in Construction Managment Project Manager/ Zhanna Marrchuk / Bachelor Degree in Civil Engineering Safety I Cesar Armenta / Safety Supervisor 5 Years / OSHA 30 Superintendent / Casey Hernanndez / Superintendent 1 O Years Forman/ Tim Welbert / Concrete Worker 10 Years
3. List each person's years of construction experience relevant to the project:
CEO/ Oscar Bianchi / 32 Years
Project Manager / 7 Years
Safety / Cesar Armenta I 12 Years
Superintendent / Casey Hernanndez /12 Years
Forman / Tim Welbert / 12 Years
4. Summarize such experience:
Applied Restoration Specialize in Concrete repair on Commercial Buildings, Seawalls, Bridges, etc.
Bidder agrees that any personnel named in this Bid will remain on this Project until completion of all relevant Work, unless substituted by personnel of equivalent experience and qualifications approved in advance by City.
29 55452
.01510132905704.2
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
30 SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE FORM
Additional Bidder's Statements:
If the Bidder feels that there is additional information which has not been included in the questionnaire above, and which would contribute to the qualification review, it may add that information in a statement here or on an attached sheet, appropriately marked:
E. VERIFICATION AND EXECUTION
These Bid Forms shall be executed only by a duly authorized official of the Bidder:
I declare under penalty of perjury under the laws of the State of California that the foregoing information is true and correct:
Name of Bidder Applied Restoration, Inc
Signature a .. ;i?-> L -=- >
Name Oscar Bianchi
Title President
Dated 7/27/2023
END OF CONTRACTOR INFORMATION AND EXPERIENCE FORM
30 55452.01510\32905704.2
SECTION 00430
CONTRACTOR INFORMATION AND EXPERIENCE
FORM
DRAFT
31 SECTION 00440
LIST OF SUBCONTRACTORS FORM
In compliance with the Subletting and Subcontracting Fair Practices Act of the Public Contract Code of the State of Californl DIR
bidder shall set forth below: (a) the name and the location of the place of business, (b) the California contractor license num~' each registration number, and (c) the portion of the work which will be done by each subcontractor who w/11 perform work or 1 8; and
render service to the Contractor in or about the construction of the work in an amount in excess of one-half of one percent (
1~;) or
the Contractor's Total Bid Price. Notwithstanding the foregoing, If the work involves streets and highways, then the Contract 0h of
one-half
list each subcontractor who will perform work or labor or render service to Contractor in or about the work In an amount in ex or s all of one percent (1/2%) of the Contractor's Total Bid Price or $10,000, whichever is greater. No additional time shall be ces~ of to provide the below requested information.
gran ed
If no subcontractor is specified, for a portion of the work, or if more than one subcontractor is specified for the same portion of W then the Contractor shall be deemed to have agreed that it is fully qualified to perform that Work, and that it shall perform that p rt~rk, itself. The Prime Contractor ls required to complete at least over 50% of the contract value with Its own forces. 0 Ion Work to be done
by Location of
Subcontractor Subcontractor Business
N/A
31 55452.01510\32905704.2
CSLB Contractor
License No.
DIR Registration % of the Number Work
SECTION 00440
LIST OF SUBCONTRACTORS FORM
DRAFT
32 SECTION 00440
LIST OF SUBCONTRACTORS FORM
Work to be done CSLB Contractor
by Location of License No.
Subcontractor Subcontractor Business
32 55462.01510\32905704.2
DIR Registration % of the Number Work --
SECTION 00440
LIST OF SUBCONTRACTORS FORM
DRAFT
33 SECTION 00440
L
IST OF SUBCON
TRACTORS FORM
Work to be done CSLB Contractor DIR Registration by Location of License No. % of the Number Subcontractor Subcontractor Business Work In addition to submitting this Designation of Subcontractor form with its bid submission, each bidder shall, within 24 hours f th . submission deadline, provide the City with a list of bid items that correspond to the portion of work listed for each d O . e bid subcontractor. Failure to provide this information within the time prescribed may be cause for the City to deem the Bid non-r!:igna~ed and the City may reject the Bid. pons1ve Name of Bidd:2 Applied Restoration, Inc
Signature t •, ~ c-=.. >
Name Oscar Bianchi
Title President
Dated 7/27/2023
END OF LIST OF SUBCONTRACTORS FORM
33 55452.01510\32905704.2
SE
CTION 00440
LIST OF SUBCONTRA
CTORS FORM
DRAFT
34 SECTION 00450
IRAN CONTRACTING ACT CERTIFICATION
MUST BE SUBMITTED WITH BID PROPOSAL IF BID AMOUNT IS $1,000,000 OR MORE {Public Contract Code Section 2200 et seq.)
As required by California Public Contract Code Section 2204, the Contractor certifies subject to penalty for perjury that the option checked below relating to the Contractor's status in regard to the Iran Contracting Act of 2010 (Public Contract Code Section 2200 et seq.) is true and correct:
□ The Contractor is not:
(i) identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203; or
(ii) a financial institution that extends, for 45 days or more, credit in the amount of $20,000,000 or more to any other person or entity identified on the current list of persons and entities engaging in investment activities in Iran prepared by the California Department of General Services in accordance with subdivision (b) of Public Contract Code Section 2203, if that person or entity uses or will use the credit to provide goods or services in the energy sector in Iran. □ The City has exempted the Contractor from the requirements of the Iran Contracting Act of 201 O after making a public finding that, absent the exemption, the City will be unable to obtain the goods and/or services to be provided pursuant to the Contract. Documentation demonstrating the City's exemption approval is attached.